Loading...
HomeMy WebLinkAboutContract 42865-A2 (3)cra SICRO RY CONTRACT WO, . — -1 Z bluebonnet contractors, LLC Improving mobility in Texas .m i 1r) e ress AP s Texas F partmcnt ransportation NORTH TARRANT EXPRESS (fTE) PROJECT DATE: June 7, 2012 UTILITY ASSEMBLY: 820-U-0506-0002 City of Fort Worth Water Department Planning & Business Services 1000 Throckmorton Street Fort Worth, Texas 76102 (817) 392-8480 MAIN Bluebonnet contractors, LLC 6851 NE Loop 820, Suite 102 North Richland Hills, Texas 76180 (817) 510-3557 Main (817) 510-3691 FAX City Secretary Office Copy CITY SECRETARY/ CONTRACTNO.`1.ZX�� , City of Fort Worth Assembly Developer Managed Assembly Number: 820-U-0506-0002 North Tarrant Express (NTE) — Seement West April 10, 2012 Existine Facilities Conflict ID y Relocation of an existing fire hydrant adjacent to IH 820 at Melody Hills Dr. (159) NTE Utility BL STA 643+51 F Relocation of an existing 15" WW line adjacent to the IH 820 WBFR From (82) IH 35W to W of Riverside Drive NTE Utility BL STA 676+72 to STA 693+69 ➢ Relocation of an existing 12" water line adjacent to the IH 820 WBFR from (83) NTE Utility BL STA 690+70 to STA 694+40 v Relocation of an existing 18" WW line crossing IH 820 at NTE Utility BL (84) STA 693+78 y Relocation of an existing 21" WW line adjacent to the IH 820 WBFR from (85) NTE Utility BL STA 693+69 to STA 695+20 Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust approximately 2,404 LF of wastewater and approximately 462 LF of water line adjacent to and crossing IH 820 from IH 35 W to W of Riverside Drive. In addition, an existing fire hydrant at IH 35W and Melody Hills Drive is to be adjusted. 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 $795,142.20. 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). LTRA Engineering with Pacheco Koch Engineering prepared the plans which were signed and sealed by Brian O'Neill, P.E on October 25, 2011 (159) and by Gary W. Fisher, P.E. on April 10, 2012 (82,83,84,85). 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 Notes Construction Notes on sheet 5 of the plans. The SW3P is also addressed in Bluebonnet Contractors General Notes under Environmental Notes on sheet 5 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. Recommende or Approv I: 6/e,e: dit fir, H.3cotColter, .E. t Scot ockburger, . . �� A so Diaz Del Rio NTE-Checklist Rev. 2/2011 Page 1 of 4 TxDOT UTILITY ADJUSTMENT CHECKLIST Citv of Fort Worth U-No.: 820-U-0506-0002 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: $795,142.20 ROW CSJ No.: No ROW CSJ ; 0008-14-093 Construction CSJ No.: 0014-16-194 ; 0008-14-059 Section or Segment Number: NTE — Segment West M 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 BL STA 643+51 to STA 695+20 Description/Scope of Work: Adjustment of approximately 2,404 LF of wastewater and approximately 462 LF of water line adjacent to and crossing IH 820 from IH 35 W to W of Riverside Drive. In addition, an existing fire hydrant at IH 35W and Melody Hills Drive is to be adjusted. 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). 1. Yes E Non N/A n 2.YesZ Non N/An 3.Yes IZ No N/An 4.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? 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? 12.Yes ® NoL NTE-Checklist Rev. 2/2011 Page 2 of 4 5.Yes ® NoE N/A n 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 ® 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[ 8.Yes ® No[ N/A n Have the Utility Adjustments been designed for the Proposed Configuration? N/A fl Has the Utility Owner signed the plans for a Developer Managed MUAA (DM)? 9. Yes C 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 C No P N• /A ® If the agreed sum method has been marked, has a detailed, itemized estimate and matching plans been provided? 11. Yes ® No n N• /A ❑ Is the Utility consultant -engineering contract reviewed and approved by the Developer's Utility Manager (UM)? N/A E Are all forms submitted complete and correct for the situation/circumstance of the Utility Adjustment? 13. Yes n 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 g No n N• /A E Is the Utility Assembly folded so as to fit into an 8.5" x 11" file? 15. Yes n N• o ® N/A ❑ Are any of the proposed Utility facilities installed longitudinally inside the control of access, excluding areas near ramp terminals? 16. Yes n N• o C N/A Z 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 NTE-Checklist Rev. 2/2011 Page 3 of 4 17. Yes n Non N/A 18.Yes ® Non N/An 19. Yes ® No ❑ N/A n 20.Yes ® Nor N/A I 21.Yes ®NoC N/An 22. Yes 1< No ❑ N/A E 23. Yes C No ❑ N/A El 24. Yes C 25. Yes 26. Yes C 27. Yes L .28. Yes C 29. Yes C No ® N/A n No LI N/A El No ❑ N/A No N/A® No ® N/A ❑ No❑ N/A® 30. Yes ® No C 31.Yes g No 32. Yes ® No C N/A E N/A n N/A n calculated with Barlow's. The Barlow calculation must be shown with the submission. If the pipeline is unencased, is there adequate coating, wrapping and cathodic protection? 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? NTE-Checklist Rev. 2/2011 Page 4 of 4 33. Yes ® No ❑ N/A ❑ 34. Yes ® No ❑ N/A ❑ 35. Yes ❑ No ❑ N/A El 36. Yes ® No ❑ N/A ❑ 37. Yes ® No ❑ N/A ❑ Has a recommendation for approval been stated on the transmittal memorandum? Is the Utility Adjustment in only one jurisdiction? If the Utility Adjustment is in more than one jurisdiction, have the percentages in each jurisdiction been detailed in the transmittal memorandum? Are the sign -off forms attached? Have the plans for the Utility Adjustment been sealed by a Registered Professional Engineer? Prepared by: ��/(✓�%/ �� Utility Design Coordinator At: Approved by: Utility Manager Recommended for Approval by: Quality Control Date: rl /Itigi Comments: Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 1 of 22 Rev.4/10/10 County: ROW CSJ No.: Const. CSJ No.: Highway: Limits: MASTER UTILITY ADJUSTMENT AGREEMENT (Developer Managed) Agreement No.: 820-U-0506 TARRANT 0008-14-093 0008-14-059 IH 820 From IH 35W to Southwestern Railroad (DART) THIS AGREEMENT, 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", is authorized to design; construct, operate, maintain, and improve turnpike projects as part of the state highway system throughout the State of Texas, all in conformance with the provisions of Chapters 203 and 223, Texas Transportation Code, as amended; and WHEREAS, the TxDOT proposes to construct a turnpike project identified as the North Tarrant Express Project (the "Facility"); and WHEREAS, pursuant to that certain Comprehensive Development Agreement by and between TxDOT and the Developer with respect to the Facility (the "CDA"), the Developer has undertaken the obligation to design, construct, finance operate and maintain the Facility; and WHEREAS, the Developer's duties pursuant to the CDA include causing the removal, relocation, or other necessary adjustment of existing utilities impacted by the Facility (collectively, "Adjustment"), subject to the provisions herein; 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 at Design -Build Contractor's expense, subject to the provisions herein; and WHEREAS, the Facility may receive Federal funding, financing and/or credit assistance; and WHEREAS, the Design -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 1H-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 Owner ��sire to implement the Adjustment of the Owner Utilities by entering into this Agreement. AGREEMENT NOW, THEREFORE, in consideration of these premises and the parties hereto and other good and valuable consideration, hereby acknowledged, the Developer, the Design-Buil The first locational conflict requiring an Adju follows: 1. the mutual coven receipt and suffici acto the Owner a eements of which being s follows: wn as Conflict 89 as Conflict 89 - Adjust approximately 720 linif 36" water transmission line. The existing water line crossing IH 820 at Beach `S'Ir -t (existing crossing IH 820 at NTE Utility BL STA 731 +52) is in conflict with the Nor 7 ' ,arrant Express Project and is to be adjusted in compliance with TxDOT's Utility Acoo i,modation Rules (UAR). The adjustment will include installation of apofoximately 720 linear feet of water transmission line in 600 linear feet of 54" steel c, i ' g from NTE Utility BL STA 730+82 to STA 730+98 (proposed crossing IH 820 at NTE Utility BL STA 730+70). In addition, the adjustment will require a temporal), water service connection near the Beach St. and Fossil Vista Dr. intersection. The portions of the existing line in conflict that are not being abandoned or sold according to provisions within this assembly will be removed during roadway construction. enara ion of Plans. [Check one box that applies:] accepta plans, Ad' (co- :, t gn-Build Contractor has hired LTRA / Pacheco Koch engineering firm(s) to the Owner to perform engineering services needed for the preparation of quired specifications, and cost estimates ("Plans") for the proposed nt(s) of the Owner Utilities. The Design -Build Contractor represents and s 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. ❑ 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 the Plans, and the fees for such work are not based upon a percentage of construction costs. Further, such fees encompass only the work necessary to prepare the Plans for Adjustment of the Owner Utilities described herein, and do not include fees for work done on any other project. The fees of the consulting engineers are reasonable and are comparable to the fees typically charged by consulting engineers in th pale of the Facility for comparable work for the Owner. 2. Review by TxDOT. The parties hereto acknowledge and agree as follows: (a) Upon execution of this Agreement, or any UAAA, by the D Build Contractor and the Owner, the Developer will submit thi together with the attached Plans, to TxDOT for its re tcw package referred to as a "Utility Assembly". The parties to modify this Agreement and/or t parties, to respond to any commen generality of the foregoing, (i) the acceptance) to any modified Plans an Contractor in response to TxDOT comment receipt of such modifications; and (ii)' Owner agrees to modify the Plans in res (a) Ian the veloper, the Design- eement or UAAA, 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 i thin fourteen (14) business days after wner originally prepared the Plans, the se to TxDOT comments and to submit such modified Plans to the Design -Build Contractor for its comment and/or approval (and re - submittal to TxDOT for its comment and/or approval) within fourteen (14) business days after receipt of TxDOT's comments. The Owner's failure to timely respond to any modifiePlans submitted by the Design -Build Contractor pursuant to this paragraph shall be deem the Owner's approval of same. If the Owner fails to timely prepare modified elltans whi Ji are its responsibility hereunder, then the Design -Build Contractor shall have e right to modify the Plans for the Owner's approval as if the Design -Build Contractor had originally epared the Plans. The Design -Build Contractor shall be responsible for providing Pla o and obtaining comments on and approval of the Plans from the Developer. Ap royal of the Plans by the Design -Build Contractor shall be deemed to be Developer approval of the Plans. The process set forth in this paragraph will be repeated until the Owner, the Developer, the Design -Build Contractor and TxDOT have all approved this Agreement and accepted the Plans. (b) (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). 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 practand cons ction methods (collectively, "standards") which the Owner custom: rih applies IPA rtility facilities comparable to the Owner Utilities that are constructed by "h A w t=r ,k. for the Owner by its contractors at the Owner's expense, and which the • wnor as submi to the Design -Build Contractor in writing. (g) (e) Exhibits for this Agreement, any U < <°\. final plans, and . t i clr ings shall be provided in a format that can be reproduc I ; , black and white Corr at as per City standard. Drawings should include a d ted to that s le. Street names are to be included on all exhibits. Such design and construction also shal and construction of the Facility, (ii) the other utilities being installed in the same vic receipt from the Design -Build Contractor of Fac as necessary to comply with the foregoing. In standards referenced ingreement, the most strin compa ith (i) the current design figuration" • r 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 Coss of Adjustment Wo' k. With the exception of any Betterment (hereinafter defined), the parties shall allocate the cost of any Adjustment between themselves as identified in this Agreement or UAAA 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 this Agreement or UAAA . TxDOT shall have no liability to the Owner for any such costs. The Owner expressly acknowledges that it shall be entitled to compensation only from the Design -Build Contractor for any Adjustment costs for the Owner Utilities covered by this Agreement, including costs with respect to real property interests (either acquired or relinquished), and specifically acknowledges that it shall not be entitled to compensation or reimbursement from TxDOT or the State of Texas. 5. Construction b Design -Build Contractor. (h) ° l e 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 (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 c,icaintenance bond. All bonds to be furnished before work is commenced and to al- et the requirements of Chapter 2253, Texas Government Code. (m) (n) (e) Design -Build Contractor shall require the contractor(s) it hires to perform the construction work contemplated herein to provide insurance equal to or in ex of the amounts noted in Exhibit D "Insurance Requirements". The Own r shall amed as additional insured on all insurance requ ?i by said documen e will be evidenced on the ACORD Certificate of Insura upplied by the co or's insurance provider, a copy of which shall be pro ' ( ( .o 0 6. Reimbursement of Owner's Indirect (o) (a) Design -Build Contract engineering, inspection, testing, R requested by the Owner, monthly payment will not exceed 80% of the e indirect work is complete, final paymen Intermediate payments shall not be construe the intermediate payment. (p) (q) (r) rees to as r 1t,tic • oii • as i ()v , ;3 "1ii'110 urse the r its indirect costs (e.g., fied in this greement or UAAA. When s payments will be made. The monthly ted indirect work done to date. Once the he eligible indirect costs will be made. final payment for any items included in (b) Unless otherwise indicated in Agreement or any UAAA, 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) he agreed sum of $ ("Agreed Sum") as supported by the analysis of the wner's estimated costs attached hereto as part of this Agreement or UAAA. All indirect costs charged to the Design -Build Contractor by the Owner shall be reasonable 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. (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 (c) 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: htto://www.access.mo.govinara/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 construction -related costs, including labor, material, equipment and other miscellaneous construction items. Exhibit C shall also identify the Owner's and Design -Build Contractor's respecve shares of the estimated costs. The Owner shall advance to the Design -Build Contractor it allocated share, if a , , of the estimated costs for construction and engineering work to be performed by Dzs -Build Contractor, in accordance with the following Arms: • The adjustment of the Owner's Utilities does not require adva'lt tt nt of funds. ❑ The adjustment of the Owner's Utilities does require advement 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.] (t) (b) Adjustment Based ual Cor Agreed Sum [Check the one appropriate ;ovision, if a # rsetc -meat of funds is required]: ❑ The Owner is responsible for its, share of the Design -Build Contractor's actual cost for the Adjustment, includingl the identified Betterment. Accordingly, upon completion of all Adjustment work to be performed by both parties pursuant to Agreement, (i) the Owner shall pay to the Design -Build Contractor the if any, by which the actual cost of the Betterment (as determined in Paragraph 9(b)) plus the actual cost of Owner's share of the Adjustment (based on the allocation set forth in Exhibit A) exceeds the estimated cost advanced by the Owner, or (ii) the 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 Agreement. Accordingly, no adjustment (either up or down) of such amount shall be made based on actual costs. 8. Invoi k s, ,a0,1 nvoice submitted by the Owner shall be prepared in the form and manner prescribe • 1.1 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 Salvage. (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 • ziie ered Betterments: (i) any upgrading which is required for accommodati (ii) replacement devices or materials that are of eq identical; the Facility; rds although not (iii) replacement of devices or materials no longer regularly manufactured with the next highest grade or size; '"*i& (iv) any upgrading required by applicable laws, regulations orordinances; (v) replacement devices o materials which are used for reasons of economy (e.g., non -stocked items may be uneconomical to purchase); (vi) any upgrading required by the Owner's written "standards" meeting the requirements of Paragraph 3(d); or (vii) change orders approved by the Desigt uild Contractor to avoid conflicts with existing or pro fra1 hise utilities, storm drainage or other features of the Facility. IIIIL Any upgrading required by the Owner's written "standards" meeting the requirements of Paragraph 3(d) shall he deemed to be of direct benefit to the Facility. Any replacement devices or materials used for reasons of economy shall be pre -approved by Owner. ) It is understood and agreed that neither the Developer nor the Design -Build l(ift* d ontractor shall pay for any Betterments and that the Owner shall be solely responsible therj r. No Betterment may be performed hereunder which is incompatible with the Facility or thetimate Configuration or which cannot be performed within the other ,i- constraints of applicable law, any applicable governmental approvals, and the requirements imposed on the Developer by the CDA, including without limitation the scheduling requirements thereunder. Accordingly, the parties to this Agreement or any UAAA 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 advance payment to the Design -Build Contractor fourteen (1 'i siness days prior to commencement of the Adjustment construction, the Design- r i'Contractor shall have the option of commencing and completing (without delay th.- Adjustment work without installation of the applicable Betterment. [If Paragraph Q(/i+ identifi terment, check the one appropriate provision]: ❑ The estimated cost stated in Paragraph 9(b) is the agr for Betterment hereunder, and accorc u ply no adjustment such amount shall be made based on a costs. nd fina er lU • unt due r down) of ❑ The Owner is responsible or F' - L s' In- : n i lc Contra _ to( actual cost for the identified Betterment. occ dingly, to( complot 'o o 1 Adjustment work to be performed by both pm ti s pursua t ite, this Agr.:cm r ' , (i) the Owner shall pay to the Design -Build Contr. Eikt the o nt, if any, b which the actual cost of the Betterment (determined as or( vied below in this paragraph) exceeds the estimated cost advanced by the '0 • er, or (ii) the Design -Build Contractor shall refund to the Owner the amount, i i' • y, by which such advance exceeds such actual cost, as applicable. Any, adeicy al payment by the Owner shall be due within sixty (60) calendar da fter the Owner's receipt of the Design -Build Contractor's invoice therefor, `o;_ether with supporting documentation; any refund shall be due within sixty (60) calendar days after completion of the 4Adjustment work hereunder. The actual cost of Betterment incurred by the Design -Build Contractor shall be calculated by multiplying (i) the Betterment percentage stated in Paragraph 9(b), by (ii) the actual cost of all work performed by the Design -Build Contractor pursuant to this Agreement (including work isiviedhir at (' c u ble to the Betterment), as invoiced by the Design -Build Contractor to the Ow (x) (d) If Pa ( <titt aph 9(b) identifies Betterment, the amount of Betterment in Owner's indirect costs s'h 1 be determined by applying the percentage of the Betterment calculated in Paragraph 9(.). The Owner's invoice to the Design -Build Contractor for the Design - Build Contractor's share of the Owner's indirect costs shall credit the Design -Build Contractor with any Betterment amount determined pursuant to this Paragraph 9(d). (y) (e) 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 hereunder, the Owner shall provide adequate inspection of such construction. The work may be inspected by the Owner's inspector(s) at least once each working day, and more often if such inspections are necessary for prudent installation. The Design -Build Contractor will compl,,'th the Owner's standard advance notice timeframe of forty-eight hours, prior to c quested inspection. Further, upon request by the Design -Build Contracto •'ot 'ts cot ` actors, the Owner shall furnish an inspector at any reasonable time in w *oh L Instruction is underway pursuant to this Agreement, including occasions en construction is underway in excess of the usual forty (40) hour work week an' s.4 uch other times as reasonably required. The Owne t gees to promptly notify t z. D-sign-Build Contractor of any concerns resulting from . ny ,uch inspection. (bb) (b) The Owner shall perfo ma is pection of t adjusted Owner Utilities, including conducting any tests as ar ,-a00,-, ary or appropriate, within ten (10) business days after completion of construct() It -reunder. The Owner shall accept such construction if it is consistent with the pe iota ance standards described in Paragraph 3, by giving written notice of such acceptance to the Design -Build Contractor within said ten (10) day period. If the Owner doe'' [lc; accept the construction, then the Owner shall, not later than the expiration of said t (10) day period, notify the Design -Build Contractor in writing of its grounds for non -acceptance and suggestions for correcting the problem, and if the suggested corrections are justified, the Design -Build Contractor will comply. The Owner shall re -inspect any revised construction (and re -test if appropriate) and give notice of acc tance, not later than ten (10) business days after completion of corrective wor (cc) ) From =4 after the Owner's acceptance of an adjusted Owner Utility, the Owner agrees to accept ownership, full operation, and general maintenance responsibility (except for repairs or maintenance required due to a latent defect in the work performed by Design -Build Contractor) for such Owner Utility; provided, however, that repairs or modifications to the accepted Owner Utility required for final completion of the paving, \including sidewalks and any appurtenances shall remain the responsibility of the Design - Build Contractor. Upon notice to and inspection by the Owner that the final paving has been completed, 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. (dd) (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 referrr to herein as "Existing Interests". (ee) (b) If acquisition of any new easement or other interest in real property ("New Interest") is necessary for the Adjustment of any Owner Utilities, then the Owner shall be responsible for undertaking such acquisition. Design -Build Contractor may assist Owner with New Interest acquisitions if requested by Owner. The Owner shall imple al e t each acquisition hereunder expeditiously so that related Adjustment constructio ea. proceed in accordance with the Developer's and the Design -Build Contractor'., at,rlib schedules. The Design -Build Contractor shall be responsible for its share (as in Paragraph 4) of the actual and reasonable acquisition costs of any such New erest (including without limitation the Owner's reasonable overhead charges and reasnable legal costs as well as compensation paid to the landowner), excluding any costs attributable to Betterment as described in Paragraph 15(c), and subject to the provisions of Paragraph 15(e); provided, however, that all acquisiticosts shall be subject to the Design -Build Contractor's prior written approval. Eligibre acquisition costs shall be segregated from other costs on the Owner's estimates and 'icvoices. Any such New Interest shall have a written valuation and shall be acquired in acloo ,. ance with applicable law. (ff) (c) The Dsitgn-Build Contractor shall paz'; << share only for a replacement in kind of an Existing Interest (e.g., in width art'type), unless a New Interest exceeding such standard (i) is required in order to accommodate the Facility or by compliance with applicable law, or (ii) is called for by the Design -Build Contractor in the interest of overall Facility project economy. Any New Interest which is not the Design -Build Contractor's responsibility pursuant to the preceding sentence shall be considered a Betterriient to the extent that it upgrades the Existing Interest which it replaces, or in its entirety if the related Owner Utility was not installed pursuant to an Existing Interest. tterment costs shall be solely the Owner's responsibility. d) For each Existing Interest located within the final Facility right of way, upon completion of '3u e related Adjustment work and its acceptance by the Owner, the Owner agrees to exec a quitclaim deed or other appropriate documentation relinquishing such Existing Interes to TxDOT, unless the affected Owner Utility is remaining in its original location or is being reinstalled in a new location within the area subject to such Existing Interest. All quitclaim deeds or other relinquishment documents shall be subject to TxDOT'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: (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 15(c); or wner agrees to keep and track costs for formed. (b), "Utility Adjustment Field Modification" change from the Plans included in a Utility Assembly previously approved by TxDOT, due either to design of the Facility or to conditions not accurately reflected in the approved Utility Assembly (e.g., shifting the alignment of an 8 in. water line to miss a modified or new roadway drainage structure). A Utility Adjustment Field lhfication agreed upon by the Developer, the Design -Build Contractor and the Owner does not require a UAAA, provided that the modified Plans ve been submitted to TxDOT for its review and comment. A minor change (e.g., an additional water valve, an added utility marker at a ROW line, a change in vertical bend, etc.) will not be considered a Utility Adjustment Field Modification and will not require a UAAA, but shall be shown in the documentation required pursuant to Paragraph 14. 17. Relationship of the Parties. (kk) (a) Although some of the duties described in this Agreement are assigned specifically 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 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 ,i ment (ROW-U-JUAA) for each Adjustment where required pursuant to TxDOT of ies. All tility Joint Use Acknowledgments shall be subject to TxDOT approval 1s rt of its of the Utility Assembly as described in Paragraph 2. 16. Amendments and Modifications. This Agreement may be amended o modifieL oly by a written instrument executed by the parties hereto, in accordance wi Paragraph 16(a) or Paragraph 16(b) below. (ii) (a) Except as otherwise provided in Paragraph 16(b), nyamendment or modification to this Agreement or the Plans attached hereto shall implemented by a Utility Adjustment Agreement Amendment ("UAAA") in the form of Exhibit B hereto (TxDOT-CDA-U-35A-DM). The UAAA form can be used for a new scope of work with concurrence of the Developer, the Design -Build Contractor and TxDOT as long as the Design and Construction responsibilities have not changed. Each UAAA is subject to the review and approval of TxDOT, prior to its becoming effective for any purpose and prior to any work being initiated \thereunder. The each UAAA separately from other work, bein (jj) (b) For purposes of this Paragrap shall mean any horizontal or vertical des 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 there are no oral or written agreements between the parties or any re not expressly set forth herein. ootween the parties and tations made which are A 19. Assignment; Binding Effect: TxDOT as Third Party Beneficiary. None of the Owner, the Developer or the Design -Build Contractor may assign any of its rights or delegate a 'st of its duties under this Agreement without the prior written consent of the other parties ant o>;` xDOT, which consent may not be unreasonably withheld or delayed; provides, o .iev-r, that the Developer and the Design -Builder may assign any of their rights and/or • 'l g. `- any of their duties to TxDOT or to any other entity engaged by TxDOT to fulfill the D -vel • • er's obligations under the CDA, at any time without the prior consent of the Owner , but . is providing notice to the Owner. This Agreement shall bind the Owner, the Developer, the Design-:uild Contractor and their successors and permitted assigns, and nothing in this Agreement nor in any approval subsequently provided by any party hereto shall be construed as giving any benefits, rights, remedies, or claims to any other p'erson, firm, corporation or other entity, including, without limitation, any contractor or other party retained for the Adjustment work or the public in general; provided, however, that the Owner, the Developer and the Design -Build Contractor agree that although TxDOT is not a party to this Agreement, TxDOT is intended to be a third -party beneficiary tothis Agreement. 20. Breach by the Parties. Wig (nn) (a) if the Owner claims that the Developer or the Design -Build Contractor has 111114 eached any of its obligations under this Agreement (the "Defaulting Party"), the Owner ill notify the Developer, the Design -Build Contractor and TxDOT in writing of such breach, and the Defaulting Party shall have 30 days following receipt of such notice in which to cureh breach, before the Owner may invoke any remedies which may be available to it as a result of such breach; provided, however, that both during and after such period TxDOT shall have the right, but not the obligation, to cure any breach by the Defaulting Party. Without limiting the generality of the foregoing, (a) TxDOT shall have no liability 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: City of Fort Worth Attn: John R. Kasavich, P.E. Water Department 1000 Throckmorton Fort Worth, TX 76102 Phone: 817-392-848 Fax: 817-392-8195 N Mobility Partner LC 9001 irport Freeway, Suite 600 No i'tb RI., land Hills, TX 76180 Pho-10 l' 710-0500 Fax: S' 7--10 1509 11161 The Design -Build Contractor: Bluebonnet Contractors, LLC 6851 N. E. Loop 820 Suite 102 North Richland Hills, Tx 76180 Phone: 817-510-3557 Fax: 817-510-3691 ent, all notices or following: A party sending a notice of default of this Agreement to another party shall also send- a copy of such notice to TxDOT and the CDA Utility Manager at the following addresses: TxDOT: TxDOT Department of Transportation Attention: TTA Right of Way 125 E. 11 th 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. Routine sO munication between the Parties may be transmitted via electronic means. Copies of roe-- al documents may be transmitted electronically, but shall be for courtesy purposes, onl A y party ay from time to time designate any other address for this purpose by written nc t;ic.. to all otr;i' parties; TxDOT may designate another address by written notice to all parties. 23. Approvals. Any acceptance, approval, or any other like action (collectively "<> .royal") required or permitted to be given by either the Doper, the Design -Build Contractor, the Owner or TxDOT pursuant to this Agreement: Must be in writing to be eff active (except if deemed granted pursuant hereto), Int (qq) (b) Shall not be unreasona ithheld or delayed; a d itl`,rtpproval is withheld, such withholding shall be in writing an ; .11 state with specifici y the reason for withholding such Approval, and every effort sha << <de to identify with as much detail as possible what changes are required for (pp) (a) (rr) (c) Except for approvals by TxD T,s and except as may be specifically provided otherwise in this Agreement, shall be deemed granted if no response is provided to the party requesting an Approval within the time period prescribed by this Agreement (or if no time period is prescribed, then fourteen (14) business days), commencing upon actual receipt by the party from which an Approval is requested or required, of a request for Approval from the requesting party. All requests for Approval shall be sent out by the requesting party to the other party in accordance with Paragraph 22. 24. Time. (ss) Time is of the essence in the performance of this Agreement. (tt) (b) All references to "days" herein shall be construed to refer to calendar days, unless otherwise 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.4/10/10 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 Contractor each represents and warrants to the other parties that the warranting party possesses the legal authority to enter into this Agreement and that it has taken all actions necessary to exercise that authority and to lawfully authorize its undersigned signatory to execute this Agre Zent and to bind such party to its terms. Each person executing this Agreement on behalf of arty warrants that he or she is duly authorized to enter into this Agreement on behalf of such party and to bind it to the terms hereof. 28. Cooperation. The parties acknowledge that the timely completion of 'iv cility will be influenced by the ability of the Owner (and its contractors), the Developer and ` e Design -Build Contractor to coordinate their activities, co municate with each other, and respond promptly to reasonable requests. Subject to the teens and conditions of t e i. Agreement, the Owner, the Developer and the Design -Builder agre1 sty take all steps reasonal ly , quired to coordinate their respective duties hereunder in a manner v of ith the Developer's and the Design -Build Contractor's current and future construction sc h t It s for the Facility. 29. Termination. If the Facility project is canceled or It . dified so as to eliminate the necessity of the Adjustment work described herein, there the De Mhooer shall notify the Owner and Design - Build Contractor in writing and the DDvelopt,i eserves the right to thereupon terminate this Agreement. Upon such termination, the parties all negotiate in good faith an amendment that shall provide mutually acceptable terms and conditions for handling the respective rights and liabilities of nes relating to such termination. 30. Nondiscrimina ion. Each party hereto agrees, with respect to the work performed by such party pursuant to this Agreement, that such party shall not discriminate on the grounds of race, color, sex, national origit} or disability in the selection and/or retention of contractors and consultants, including procurement of materials and leases of equipment. 31. Applicable Law, Juri tion and Venue. This Agreement shall be governed by the laws of the State of Texas, without regard to the conflict of laws principles thereof. Venue for any action brought to enforce this Agreement or relating to the relationship between any of the parties shall be the District Court of Travis County, Texas or the United States District Court for the Western District of Texas (Austin), or other venue as approved by the parties. 32. Waiver of Consequential Damages. 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 Agreement shall become effective upon the later of (a) the date of signing by the last party (either the Owner, the Developer or the Design -Build Contractor) signing this Agreement, and (b) the date of TxDOT'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 written below. APPROVED BY: DESIGN -BUILD CONTRACTOR Bluebonnet Contractors, LLC NTE Mobility Partners LLC By: Printed Name: Title: Date: Duly Authorized Representative 16, X444 t\ TEXAS DEPARTM111, E DEVELOPER Duly Authorized Representative Printed Name: Title: Date: OWNER TRANSPORTATION City of Fort Worth By: By: Duly Authorized Representative Authorized Signature Printed Printed Name: Name: Title: Title: Date: Date: Recommended For Approval By: T. 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 County: ROW CSJ No.: Const. CSJ No.: Highway: Limits: EXHIBIT A PROJECT OVERVIEW 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 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) TARRANT 0008-14-093 : 0008-14-059 IH 820 From IH 35W to Southwestern Railroad (DART) <tsi° 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: TARRANT 0008-14-093 :0008-14-059 IH 820 From IH 35W to Southwestern Railroad (DART) ON 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 35W 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-0506-0002 North Tarrant Express (NTE) — Seement West April 10, 2012 Existing Facilities Conflict ID Y Relocation of an existing fire hydrant adjacent to IH 820 at Melody Hills Dr. (159) NTE Utility BL STA 643+51 ), Relocation of an existing 15" WW line adjacent to the IH 820 WBFR From (82) IH 35W to W of Riverside Drive NTE Utility BL STA 676+72 to STA 693+69 > Relocation of an existing 12" water line adjacent to the IH 820 WBFR from (83) NTE Utility BL STA 690+70 to STA 694+40 > Relocation of an existing 18" WW line crossing IH 820 at NTE Utility BL (84) STA 693+78 Y Relocation of an existing 21" WW line adjacent to the IH 820 WBFR from (85) NTE Utility BL STA 693+69 to STA 695+20 Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust approximately 2,404 LF of wastewater and approximately 462 LF of water line adjacent to and crossing IH 820 from IH 35 W to W of Riverside Drive. In addition, an existing fire hydrant at IH 35W and Melody Hills Drive is to be adjusted. 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 $795,142.20. 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). LTRA Engineering with Pacheco Koch Engineering prepared the plans which were signed and sealed by Brian O'Neill, P.E on October 25, 2011 (159) and by Gary W. Fisher, P.E. on April 10, 2012 (82,83,84,85). 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 Notes Construction Notes on sheet 5 of the plans. The SW3P is also addressed in Bluebonnet Contractors General Notes under Environmental Notes on sheet 5 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. 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 35W TO SOUTHWESTERN RAILROAD / AT IH 820 INTERCHANGE UTILITY ADJUSTMENT AGREEMENT AMENDMENT (Developer Managed) (Amendment No. 0003 to Agreement No.: 820-U-0506) Conflicts 82-85 and 159 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. 2012-04-02 NTE UAAA (DM) Conflicts 82-85159(dwbRL4.11.12) JK rev 4-19-12.doc220 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: Conflict 159 - Adjustment of an existing Owner fire hyrdrant adjacent to IH 35W and Melody Hills Drive at NTE Utility BL STA 643+51. 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 adjustment will include installation of a fire hydrant as 14Te11 as approximately 35 LF of 12" PVC WL and approximately 32 LF of 6" PVC WL. The existing.fire hydrant is to be removed and the associated service line is to be cut, filled with grout, plugged, and abandoned in place. See Exhibit A attached hereto and incorporated herein. Conflict 82 — Adjustment of an existing Owner wastewater line from NTE Utility BL STA 676+72 to STA 693+69. 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 1,773 LF of 15" wastewater line and 6 manholes adjacent to the IH 820 WBFR. 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 B attached hereto and incorporated herein. Conflict 83 — Adjustment of an existing Owner 12" water line from NTE Utility BL STA 690+70 to STA 694+40. 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 375 LF of 12" water line adjacent to the IH 820 i'VBFR. 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 84 — Adjustment of an existing Owner 18" wastewater line crossing IH 820 at NTE Utility BL STA 693+71. 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 480 LF of 24" wastewater line with approximately 452 LF of 36" steel encasement and 3 manholes. 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 D attached hereto and incorporated herein. 2011-04-1 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 Conflict 85 — Adjustment of an existing Oi1'ner 21 " wastewater line from NTE Utility BL STA 693+69 to STA 695+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 151 LF of 21 " wastewater line and a manhole adjacent to the IH 820 WBFR. 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 E 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. (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.J 2011-04-11 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) 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. (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]: (I) 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, n (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. 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 5 of 8 Rev. 08/26/10 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 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]: C 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 2011-04-1 1 NTE UAAA (Developer Managed) Final Clean Version.DOC Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 6 of 8 Rev. 08/26/10 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. (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. 2011-04-1 1 NTE UAAA (Developer Managed) Final Clean Version.DOC Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 7 of 8 Rev. 08/26/10 APPROVED BY: Design -Build Contractor Bluebonnet Contractors. LLC Bv: Duly Authorized Signature Printed /fr., Name: Jose Carlos Esteban Title: CEO C/LI /ter L Date: Texas Department of Transportation *A} BY: /� l,;Z -` Authorized Signature Printed Name —L-Donald C. Toner Jr. SR/WA Director — Strategic Projects ROW Strategic Projects Division Title: Date: Developer NTE Mobility Partners LLC By: eV , my Authorized Signature Printed Name: .J RS74) /��ar3Y. ?� Title: f A N4 4 L Date: 4'/o2O Z Owner By: Citv of Fort Worth Duly Authorized Representative Printed Name: Fernando Costa Title: Assistant City Manager Date: OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 2011-04-11 NTF 11AAA Mew -Inner Manaaerll Final rlaan \%nrci- nnr Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 8 of 8 Rev. 08/26/10 Recommended for Approval By: 41 Printed Name: S. Frank Crumb, P.E. Title: Director, Water Department Approved as to orm and Legality: By: Printed Name: Douglas W. Black Title: Assistant City Attorney it, 1•li Attest: By: Printed Name: Title: Date: M&C No. C-25259 V�1 Mary J. Kayser City Secretary OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 2011-04-11 NTE 1 JA A A (neveloner Managed) Final Clean Verc+nn nor Texas Department of Transportation Fonn 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: 7-7d414;10g 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: 2011-04-11 NTE UAAA (Developer Managed) Final Clean Version.DOC 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: 11/1/11 M&C No. C-25259 201 1-04-1 1 NTE UAAA (Developer Managed) Final Clean Version.DOC CITY COUNCIL AGENDA DATE: CODE: SUBJECT: COUNCIL ACTION: Approved on 11/1/2011 REFERENCE NO.: TYPE: 11/1/2011 C Official site of the City of Fort Worth, Texas FORT WORTH LOG NAME: PUBLIC HEARING: 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) **C-25259 CONSENT 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. httn•//annc nfurnat nrrr/rniinnil nanlrat/mn rn.ACM/ , 1 i A P, , .,,., :1 i .-1 1 11 /' 1 1 1 1 /'1'1 /'1n1'1 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 Manaaer's Office bv: Fernando Costa (6122) Oriainatina Department Head: S. Frank Crumb (8207) Additional Information Contact: John Kasavich (8480) ATTACHMENTS 60NTEMUAA.Map.pdf htf• //n,-trto r' in t nrn/'n,,,,r•i1 rla '1,et/MO ra',iPIXT acn')TTl=1 Anhdkonunrildatp=1 1 /1 /' f 1 1 1 /71/7n17 OWNER INFORMATION: ORT WORTH CITY OF FT WORTH 1000 THROCKMORTON 5T. FT WORTH, TX 76102-6311 817-392-8460 MAIN 617-392-8195 FAX ATTN: JOHN R. KASAVICH, P.E. ENGINEERING CONTACT INFORMATION: LTT LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Centre', Sulte 900 Dollos, Texos 75247 214-979-1144 MAIN 214.979-2480 FAX ATTN: LILAN RAVES', P.E. TOPE FIRM ■782 D6C CONTRACTOR INFORMATION: c/o CSJ ENGINEERING ASSOCIATES, LLC POST OFFICE BOX 630797 IRVING , TX 75063 ATTN: SCOTT COLTER, P.E. 512-750-3974 MAIN TOPE FIRM s10614 SHEET INDEX bltlebonne1 conirout ors, LI ( I ISM"' BLUEBONNET CONTRACTORS, LLC 6651 NE LOOP 820, SUITE 102 NORTH RICHLAND HILLS, TX 76180 817-510-3357 MAIN 817-510-3691 FAX ATTN: SCOTT STOCKBURCER, P.E. Pacheco Koch DALLAS • FORT WORM • HOUSION PACHECO KOCH CONSULTING ENGINEERS INC. 6000 WESTERN PLACE DRIVE, SUITE 6125 FORT WORTH, TEXAS 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 TX REG. SURVEYING FIRM L5-100080.01 SHEET NO, AESCR/PTKV / TITLE SHEET 2 WASTEWATER KEY MAP AND CONTROL POINTS 3 WATER KEY MAP AND CONTROL POINTS 4-7 GENERAL NOTES 8 - 9 LOCATION MAPS 10 -1/ PLAN & PROFILE LAYOUT MAPS WATER/WASTEWATER LINE IYPROVEMEMTS l2 - l6 /5'WASTEWATER LINE (CONFLICT ID 82) - STA 17.35.07 TO 0.00 OH 820 STA 676.68.97 TO 693.76.68) 17 - I8 24 WASTEWATER LINE (CONFLICT ID 84) • STA 78.36.22 TO 83'14.12 (11/ 820 STA 639.82.30 TO 693.70.26) 19 2r WASTEWATER LINE (CONFLICT ID 85) - STA 0.00 TO 5.20 (111 820 STA 693.70.26 TO 698.90.131 20 I2'WATER LINE (CONFLICT ID 83) - STA 0.00 TO 29.20 (1H 820 STA 701.50.34 TO 730.20.90) STAMAARD DETAILS 21 BY-PASS PUMPING DETAIL 22 -25 CITY OF FORT WORTH DETAILS STATE OF TEXAS DEPARTMENT OF TRANSPORTATION ) o , PLANS OF PROPOSED STATE HIM- WAY 'IMPROVEMENT ASSEMBLY U-NUMBER: 820-U-0506 ROW CSJ: 0008-14-093 CONST. CSJ: 0008-14-059 NORTH TARRANT EXPRESS TARRANT COUNTY CITY OF FORT WORTH WATER DEPARTMENT WATER/WASTEWATER LINES CONFLICT NUMBERS 82, 83, 84185 DENTON C O U N T Y DISIRICT l 30 N N S O N COUNIY PROJECT LOCATION N.T.S. © 2012 by Texos Department of Transportation; all rights reserved I1IV DAU I:v I VrsCNIrI10N _ FIR5T REVISION TO PLANS, A_4.10/12 GWF SECOND REVISION TOPLANS_ /.' 4/16/12 GO ADO & REVISE NOTES.____ , __ AL 6/OI(12 BD ADD 6 REVISE NOTES i6/26/12 BD o00 & REVISE DRAINAGE 6 NOTES,____ =_ 7/27/12 BD REVISE WATER LINE, DRAINAGE_6 NOTES �gyp}, 9/17/12 BD REVISE DRAINAGE 6 NOTES -.3 .0/23/12 BD REVISE ALIGNMENT 6 PROFILE 3t2 E100 g2OOSNP- ooca.. , * $ :' . T x9 0BRIAN D. O'NEILL 83980 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 PKG 4 RECOMMENDED FOR APPROVAL: CITY OF FT. SUBMITTED FOR LETTING: BBC RECOMMENDED FOR APPROVAL: PACHECO KOCH DESIGN I FED.R0. LTR OIV.NO. GRAPHICS I 6 L TR LTR CHECK LTR 0008 STATE TEXAS CONTROL (,) FEDERAL AID PROJECT N0. HP-2009 (9201 DISTRICT FTW SECTION 14 COUNTY TARRANT JOD 059 HIGHWAY N0. I 820 SHEET N0. 1 SHEET 1 OF 1 OWNER INFORMATION: ORT WORTH CITY OF FT WORTH 1000 THROCKMORTON ST. FT WORTH, TX 76102-6311 017-392-8480 MAIN 817-392-8195 FAX ATTN: JOHN R. KASAVICH, P.E. ENGINEERING CONTACT INFORMATION: LT lk DSC CONTRACTOR INFORMATION: LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Cenirol, Suite 900 Dollaa, Te11oe 75247 214-979-1144 MAIN 214-979-2400 FAX ATTN: LILAH RAMEY, P.E. TOPE FIRM •702 C/O CSJ ENGINEERING ASSOCIATES, LLC POST OFFICE BOX 630797 1RVING , TX 75063 ATTN: SCOTT COLTER, P.E. 512-750-3974 MAIN 78PE FIRM N10814 SHEET INDEX SHEET N0. DESCRIPTION bluebonnet contractors, LLC Improving mobllllyin Texo7 F 13499 BLUEBONNET CONTRACTORS ILO 6851 NE LOOP 820, SUITE 102 NORTH RICHLAND HILLS, TX 76180 817-510-3357 MAIN 817-510-3691 FAX A7TN: SCOTT STOCKBURGER, P.E. Pacheco Koch DAUAS . FORT WORM • HOUSTON PACHECO KOCH CONSULTING ENGINEERS, INC. 6000 WESTERN PLACE DRIVE, SUITE 625 FORT WORTH TEXAS 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 TX REG. SURVEYING FIRM LS-100080-01 TITLE SHEET 2 WASTEWATER KEY MAP AND CONTROL POINTS 3 WATER KEY NAP AND CONTROL POINTS 4 - 7 GENERAL NOTES 8 -9 LOCATION MAPS 10 -11 PLAN & PROFILE LAYOUT MAPS WATER/WASTEWATER LINE IMPROVEMENTS 12 -16 /5' WASTEWATER LINE (CONFUCT ID 821- STA 17.35.07 TO 0,00 11H 820 STA 676.68.97 TO 693.76.681 /7 • 18 24'WASTEWATER UNE (CONFLICT ID 841- STA 78.36.22 TO 83.14.12 (I11 820 STA 639.82.30 TO 693,70.261 19 2P WASTEWATER LINE (CONFUCT ID 851- STA 0'00 TO 5.20 (IH 820 STA 693,70.26 TO 698,90.131 20 12' WATER UNE (CONFLICT ID 831- STA 0,00 TO 29.20 (1H 820 STA 701.50.34 TO 730,20.901 STANDARD DETAILS 2/ BY-PASS PUMPING DETAIL 22 -25 CITY OF FORT WORTH DETAILS DEPARTMENT STA`- E OF TEXAS OF v1 RANSPOJRPJL'AT ION - )OC PLANS OF PROPOSED S'.I`'ATE HIGHWAY IMPROVEMENT T ASSEMBLY U-NUMBER: 820-U-0506 ROW CSJ: 0008-14-093 CONST. CSJ: 0008-14-059 NORTH TARRANT EXPRESS TARRANT COUNTY CITY OF FORT WORTH WATER DEPARTMENT WATER/WASTEWATER LINES CONFLICT NUMBERS 82, 83, 84, 85 0EN10N COUNTY DISTRICT 11 0 H N 5 0 N C O U N T Y PROJECT LOCATION N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY GARY W. FISHER P.E. 79685 n,(Av RAN BY OCSFRIPT I6.1 3/14/12 DDO FIRST REVISION TO PLANS IG.Y 4/10/12OWF SECOND REVISION10 PLANS A 4/16/12BOO ADD 6 REVISE NOTES gi �ry�POF )f 9JI4 ?BRIAN D. O'NEILL? /I/�lh.<83980� ' i �l5`\\Q` ` Y� V PKG 4 APPROVED BY: CITY OF FT. WORTH ANDREW T. CRONBERG, P.E. DATE: ASSISTANT DIRECTOR, WATER DEPARTMENT APPROVED BY: BDC SCOTT STOCKBURGER, P.E. APPROVED BY; PACHECO KOCH —'BRIA D. 0' EILL, P.E. DATE: UFSIGN DIVLTR. NO. 1EDERAI A10 PROJECT N0. T HIUNHOYIAY PHIF.S.. 6 HP-2009(920) IH 820 LTR STATE DISTRICT COUNTY SHUT NO. © 2012 by Texas Deportment of Transportation; all rights reserved rHFew TEXAS FTW TARRANT 1 LTR (:DECK CONTROL SECTION JOB 'v LTR 0008 14 059 SHEET 1 OF 1 REV DATE BY OESCR:PTION 0 3/14/12 BDO FIRST REVISION TO PLANS 82 CP#23 O O G ww O Or- G m ouv1 .:4VW WW Zz4 CP#43 CP#18 >a4 .CNo4 COON I-00 1- -00 000 W a owa I 4z4 wz< w Z J 1— -•-- N 0 Ella+ MOm ON 004 Otarn U0 W a Z4 .N CP#42 W- a or- wcN. I_H820 O In • 0 W M o r- N x 400 LLI mwa Z Z4 IH820 0 o. sr m" Z034 ..IaF 5- 0U0 Jwa XZ4 0 M M N ti aD 4 M00 0 0 0 re —Iwn. 4r0_ xz4 i CONTROL POINT NORTHING EASTING ELEV 1 18 6991149.25 2336470.56 623.93 I 23 6991665.13 2334458.52 625.43 I 42 6991469.61 2336626.03 625.70 I 43 6991475.20 2337401. 50 629.27 81 6991527.56 2350049.81 552.38 0 O '• In > N JLei If, O CO N mIV W- w004 m 4 C a3 3O.I- x_.1x S00 z00 i CZ 1- X M 0410. � Z'Kr W 1- CL O Z 4 '�y..•• ......, reds' BRIAN D. O'NEILL O .441Sgl; 83980 :' io ®2012 Texas Deportment of Tronsportotion north tarrant eApfE55 6 bluebonnet contractors, LLC Irnproving rnollilrty in Taxos F -13499 LTl► LINA T. RAMEY & ASSOCIATES, INC. 0 1349 Empire Central, Suite 900 Dollos, Texos 75247 n 11214)979-1144 - F1214)979-2480 - TOPE FIRM •782 ESN: Pacheco Koch 6000 WESTERN PLACE DRIVE, SUITE E 625 F \771 Ni1I G.roRT NORTH, TC%45 76107 817.'12.7155 i ICIRU -I'O80-Oti NTE SEGMENT WEST d WASTEWATER OVERALL & CONTROL POINTS KEY MAP SCALE: 1" = 1500' SHEET 1 OF 1 F EO. R. FEDERAL AID PROJECT ND. 5HEET N0. 6 HP-2009(920) 2 STATE _ DISTRICT TEXAS FT. WORTH CONTROL SECTION 0008 14 COUNTY TARRANT JOB HIGHWAY N0 059 IH820 REV DATE 3/14/12 BY BDI DESCRIPTION FIRST REVISION TO PLANS i1 W Z 0 0 O WO O w N OW4 000 >00 'r aC Z1a ZMQ CP#42 CP#43 • Ors >034 m ON —00 4 0: 1- w n. <Z4 • N' • 0 WO+ 0000 ON 0 OLDVI wUK a CCZ4 N wN w O r- Q0.l 1- 0 0 1- uu0 Ld4W ZZ Q I. I820 0 un O win Nr- 11)10./- =0v1 4000 mesa. ZZ4 IH820 0 0;. N07 Zao4 Jd1- t9N >- 000 DUO JWa XZ4 O • M w N~ O a IQ - IX 0 in 000 Ce J W 0. 2ZQ CONTROL NORTHING FASTING ELEV POINT I 42 6991469.61 2336626.03 625.70 I 43 6991475.20 2337401.50 629.27 0 ul In• 0 > N -Aaiun • COO co N IV Om 0Mt- Y ODQ 0CiN S 0 VI = C00 Z ¢ 000 0. CC FW-a 1Wa -.za wr-a. 0 Z Q Q co T I N W Z J 4kS11) pBR1AN D. O'NEILLp gq�'bb, 83980 I't 0� 150,0 ® f Texas Deportment of Tronsportotion ..a- -north tarrant express bluebonnet contractors, LLC F-13499 Irnprovirq rriobdity In -exas LT-14 L1NA T. RANEY 6 ASSOCIATES, INC. 1349 Elmira Central, Suite 900 Dallas, Texas 75247 01214)979-1144 - 612141979-2480 TBPE FIRM •7B2 j4 Pacheco Koch F RT WESTERN 111%AAS E 6F07Ee SUITE 5 Li IX REG. ENGINEERING FIRM F-469 D.LLL.Ai . FOR WORM . NOIISIDI, TX REG. SURVE\INC FIR* LS-100080-01 NTE SEGMENT WEST WATER OVERALL & CONTROL POINTS KEY MAP SCALE: 1" = 1500' SHEET 1 OF 1 FED. RV. Div NO. FECERAL AID PROJECT N0. SHEET NO. 6 HP-2009(920) 3 STATE DISTRICT COUNT TEXAS FT. WORTH TARRANT CONTROL SECTION JOB HIGHNAINO 0008 14 ( 059 I IH820 -REV DATE BY DESCRIPTION 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 1UARJ 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 spedfications, 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-Bulld Contractor has adopted project site control having horizontal positions established with North American Datum 1983 (NAD 83, 2007 Adjustment) Texas State Plane Coork6nates, North Central Zone 4202, and according to measurements based on the TxDOT RTXNRS 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 -Bulk) 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 publk 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 thls project for emergency vehicles and property owners. 13. The Utlllty 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 Utlllty 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 In compliance with TMUTCD. 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 Rushing 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. 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. All water lines 12 inch and smaller shall be PVC pipe and shall at a minimum conform to AWWA standard C-900 (latest edition),with a SDR of 18, Class 150, blue in color with NSF seal. All water lines 16 inch and greater shall be C303 pipe and shall at a minimum conform to AWWA standard C-905 (latest edition) with a SDR of 18, Class 150, blue in color, with NSF seal. 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. 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 • Barrett Gathering (XTO) Farrell Gray a. Jeryl White • Charter Communications Peter Ligon • Chesapeake Energy Tim Gilpin • City of Bedford John Kubala a. Bill Shelton Ron Young John Kasavich Russell Curie Roger Hauser Water and Sewer City and Traffic Joe Sherwin a. Ron Haynes • Haltom City Tom Ice a. David Faiin • North Richland Hills Greg Van Nieuwenhuize • City of Watauga Johnnie Reagan • CrossTex Energy Warren Redd • Enterprise Tx Pipeline Jeryl White a. Don Brown • Explorer Pipeline Chance Gipson • Fiberlight Communications Chris Bagley • Level (3) Communications Jason Mechlem • Oncar Electric Delivery Gary Wilson a. Alton Gillit b. Randy Bell • gwestCommunications Scott Whaley ▪ Sprint Communications James Stuart ▪ Sunoco Pipeline William Chaparro • Time Warner Cable David Cheney • Trinity River Authority (TRA) Ron Tamada • TW Telecom of TX Warren Colleton • Verizon Business Erik Baker • BBC Scott Stockburger • City of Euless • City of Ft. Worth • City of Ft. Worth (Field Ops) • City of Ft. Worth (Field Ops) • City of Ft. Worth (Locates) • City of Ft. Worth (Locates) • City of Hurst 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 817-392-2622 817-925-2360 817-392-8296 817-392-7738 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 817-509-2214 972-729-6079 817-510-3557 ©2e12 Ar Texas Deportment of Transportation .40frTnorth tarrant bluebonnet contractors, LLC Improving mobility in exa=_ F-13'199 LT�► LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Centro!, Suite 900 Oollos, Taxes 75247 T1214)979-1144 - F12141979-2480 TePE FIRM .782 7� Pacheco Koch 425 FORT NORTH, IE%4S 76107E812.4 2 7155 ■,TX REC ENCINEERIIIC FMB F-463 DAL'l5 . F021410311 • 11011SI0N T( REG. SVR,E700 FIRM LS-1000130-01 FED. RD. DIV N0. 6 STATE TEXAS CONTROL 0008 NTE SEGMENT WEST GENERAL NOTES NTE SHEET 1 OF 1 TECERLL LID PROJECT N0, SHEET N0. HP-2009(920) 4 DISTRICT COUNT FT. WORTH TARRANT SECTION I JDD H:CHMAY NC 14 l 059 IH820 -10. 61.Wx9w REV DATE BY DESCRIPTION General Notes 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 WET 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 TOANY WORK ACTIVITY IN THE TXDOT RIGHT-OF-WAY (ROW). 5. FIELD CREWS ARE NOT ALLOWED TO PARK THEIR VEHICLES WITHIN THE TXDOT ROW. B. 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. PRIOR TO OPEN CUTTING EXISTING PERMANENT DRIVEWAYS WITHIN TxDOT RIGHT-OF-WAY, THE UTILITY CONTRACTOR WILL COORDINATE THIS CONSTRUCTION ACTIVITY WITH THE ADJACENT PROPERTY OWNERS. PROPERTY INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES. DRIVEWAYS WILL BE RESTORED TO AS GOOD AS THEIR ORIGINAL CONDITION. 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 CONTRACTORS RESPONSIBILITY TO CONTACT TXDOT FOR LOCATIONS OF SUCH FACILITIES. IF ANY DAMAGE OCCURS TO TXDOTS 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 FRE- APPROVED BY TXDOT. SET UP BY COMPETENT PERSONNEL AND MUST BE IN ACCORDANCE WITH TMUTCD. 16. ANY TREES AND LANDSCAPE LOCATED ON PRIVATE PROPERTY ARE CONSIDERED PROTECTED. 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 OFOAK WILT. GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR IS REQUIRED BY LAW TO CONTACT THE TEXAS ONE -CALL A MINIMUM OF48 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 STATE OF TEXAS DEPARTMENT OF TRANSPORTATION 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 FROPOSED 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 UTILTY ASSGNMENT. 5. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE PUBLIC IMPROVEMENTS. INCLUDING BUT NOT LIMITED TO EXISTING UTIILITIES, 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 SAFE I Y. 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 CCNSTRUCTION GRADE ADJUSTMENTS. IT IS THE CONTRACTORS RESPONSIBLITY 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 1T CLEARANCE, MEASURED FROM THE EDGE OF THE INVOLVED UTILITIES 13. CONTRACTOR MUST PROTECT ALL OVERHEAD PLANTS WHEN WORKING IN ITS VACINITY. 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 BACKFlLL MUST BE COMPACTED TO COMPLY WITH TXDOT STANDARD SPECIFICATION ITEM 400. ANY AND ALL SETTELMENT OF EROSION SHALL BE REPAIRED BY THE CONTRACTOR UNTIL FULL STABILITY IS ACHIEVED. 18. WHEN STRINGING CASING OUTSDE 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 TX DOT 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 CTBsORAPFROVED EQUIVILENT. 20. CONTRACTOR SHALL KEEP ALL APPLICABLE AND NECESSARY PERMITS ON STE, AND BE READY TO PRODUCE THEM AT THE REQUEST OFAPPROPRIATE AUTHORITIES. 21. 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. MANHOLE MAY NOT BE ABANDONED UNDER PROPOSED PAVEMENT. ALL OTHER MANHOLE ABANDONMENT WITHIN TXDOT ROW WILL BE CONSIDERED ON A CASE -BY -CASE BASIS AND ABANDONMENT REQUEST MUST BE SUBMITTED WITH THE UTILITY ADJUSTMENT AMBLY PACKAGE 22. FOR T4 HANDHOLES, ABANDONMENT SHALL CONSIST OF REMOVAL OF LID OF HANDHOLE, AND BACK FILLING WITH SAND OR OTHER UAR APPROVED MATERIAL. BACKFILLING TO ORIGINAL GRADE SHALL BE IN ACCORDANCE WITH TXDOT SPECIFICATIONS. ALL EXISTING MANHOLES UNDER PROPOSED PAVING SHALL BE REMOVED. 23. CONTRACTOR IS CAUTIONED THAT DIRECTIONAL BORE LENGTH INDICATED ON FLANS ACCOUNTS 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 RACE PRIOR TO START OF CONSTRUCTION, AND MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. TEMPORARY EROSION CONTROL MEASURES SI-IALL BE INSTALLED USNG BEST MANAGEMENT PRACTICES AND IN A MANNER TO PREVENT CONSTRUCTION RELATED SEDIMENT TO FLOW DOWNSTREAM INTO WATERWAYS. 8. TEMPORARY EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED SUCH TO ENSURE THEIR INTENDED PERFORMANCE 7. ALL BORE FITS MUST BE PROTECTED WITH SILT FENCING ON THE DOWNSLOPE 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 REVEGETATION USNG TXDOT STANDARDS SHALL APPLY. 12. BORING MUD MUST BE DISPOSED AT A LOCATION APPROVED BY THE PROJECT INSPECTOR 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 BEPRE-APPROVEDBY 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. ©2012 T ® i+l m Texas Deportment of Transportation 4ar.. north turro.nt 2Xpre5S bluebonnet contractors, LLC Improving mobility in i eXOS F-13,199 L11 TX REC ENGINEERING FIRM F-469 / DAL, . . FORT NOR-H , IICUi1ON TM REG. 5VRIEYING FIRM LS-10E0130-01 LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 Dallas, Texas 25247 T1214)979-1144 - F12141979-2480 TBPE FIRM •782 Pacheco Koch Ffi 0RCT WORTH54TEXAS 76101EBISu412 6155 NTE SEGMENT WEST GENERAL NOTES TXDOT SHEET 1 OF I FED. RD. FECERAL AID PROJECT 11D. SHEET N0. DIP NO. 6 1 HP-2009(920) 5 STATE DISTRICT COUNTY TEXAS FT. WORTH TARRANT CONTROL I SECTION JOB HICHNAY NC 0008 I 14 059 I 1H820 SI-10.,13,IwyWUN\SML -REV DATE 0 3/14/12 BY DESCR:PTION BOO FIRST REVISION TO PLANS SANTTARY SEWER GENERAL NOTES 1. The contractor shall furnish a traffic control plan, for all working areas, to the City Traffic Engineer for approval prior to the pre -construction meeting. Two-way traffic must be maintained at all times. One lane of travel around constriction operations in progress with adequate safeguards will be acceptable on minor streets only. All barricades, wanting signs, light devices, and etc., for the guidance and protection of traffic and pedestrians, must conform to the installation shown in the 1980 Texas Manual on Uniform Traffic Control Devices, as currently amended, Texas Department of Transportation. The cost for traffic control shall be subsidiary to the unit prices for this project. 2. Contractor is responsible for all trench safety. The contractor shall construct the proposed work utilising a trench safety plau, prepared by a professional engineer for this project. A trench safety plan shall be submitted at the pre -construction meeting. 3. All work shall be performed in accordance with City of Fort Worth Water Department standard specifications and details, except where modified in these plans or in the special conditions of the contract doctunents. 4. The contractor shall distribute letters to all affected property owners prior to beginning work on each property. The letter shall include names and telephone numbers of contractor contacts, a description of the work to be done, and the time frame for doing the work. Copies of the letter shall be forwarded to the city inspector. The contractor shall notify residents 48 hours in advance of perfonning any work on private property, Distribution of letters shall be considered as subsidiary to the cost of project and no additional compensation will be allowed. 5. Contractor shall be responsible for maintaining general safety at and adjacent to the project area, including the personal safety of the construction crew and general public and the safety of public and private property. Contractor shall provide temporary sanitary sewer facilities to affected property owners, if necessary. Not a separate pay item. 6. When it is required that a Contractor work in private property, the Contractor shall contact the property owner 48 hours prior to construction. Once the pipe has been installed or rehabilitated, the Convector shall immediately commence surface restoration. Surface restoration must be completed to the owner's satisfaction within ten (10) working days. Failure to maintain site restoration, as noted above, may result in deferment of further pipe installation activities. 7. The contractor may elect to video 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 video taping of impacted properties shall be considered subsidiary work. 8. Contractor's personnel shall have identifying clothing or hats at all tunes. The contractor shall also have identification on all vehicles. 9. Construction activities shall be limited to the hours of 7:00 am to 6:00 p.m. unless approved or directed by the engineer. 10. The location of all sanitary sewer, water, storm sewer, telephone, gas. electric, cable television utilities, driveways. retaining walls, structures, etc., which may be shown on these pleas are approximate. The contractor shall verify the exact size. location, elevation, and configuration of all utilities and structures prior to construction. Contractor shall coordinate with appropriate utility companies and property owners to mark and locate all uadergoad facilities prior to construction. Such verification shall be considered as subsidiary to the cost of project and no additional compensation will be allowed. 11. Existing vertical deflections and pipe slopes shown on the plans were obtained from record drawings and have not been field verified. Some pipe slopes were adjusted to match surveyed manhole flow lines. Rim elevations, flow lines and horizontal locations of existing manholes were determined from field survey. 12. The proposed sanitary sewer lines at tunes will be laid close to other existing utilities and structures both above and below ground. The contractor shall make necessary provisions for the support and protection of all utility poles, gas mains, telephone cables, sanitary sewer lines, water lines, TU cables, drainage pipes, utility services, and all other utilities and structures both above and below ground during construction. The contractor is liable for all damages done to such existing facilities as a result of the contractor's operations. 13. Contractor stall conduct a Pre -Construction Television Inspection of all existing sanitary sewer lines, which are to be abandoned or rehabilitated via treuchless methods, to verify locations of all sewer serice connections prior to construction of entire project. 14. Contractor shall ensure that all active services can be reconnected and/or rerouted to new sewer main/lateral. Contractor shall notify the City of any potential conflicts prior to construction so modifications to the plans can be made if necessary. Not a separate pay item, this work shall be subsidiary to Pre -Construction Television Inspection of Sanitary Sewer Lines. 15. Contractor shall verify that all connections to the sanitary sewer systems are for sanitary sewer only. Contractor shall notify City of all known illicit connections. 16. Contractor is responsible for maintaining water and sewer connections to all homes and businesses in working order at all times, except for brief interruptions in service for sewer services to be reinstalled. In no case shall services be allowed to remain out of service overniglu. 17. The contractor shall be liable for all damages to properties, homes, and basements from backup, which may result during the installation of the new pipe and/or abandonment of existing pipe. The contractor will be allowed to open clean outs where available. The contractor will be responsible for all clean up associated with opening clean outs. 18. The contractor shall preserve and protect or remove and replace (with prior approval of City Parks and Community Services and/or affected property owners) all trees, shrubs, hedges, retaining walls, landscaping, buildings. walks, etc., in or near proposed construction area. This work shall be considered incidental and not a separate pay item. 19. The contractor shall remove all fences, located within easements. interfering with construction operation and provide temporary fencing during construction. Removed feuces. 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 reflected in the unit bid prices for various items listed in the proposal. 20. Contractor shall sawcut existing curb and gutter, pavement, driveways, and sidewalks at areas where pavement or concrete is to be removed. Sawcuts will be considered subsidiary to the price bid for linear feet of sanitary sewer. 21. Contractor shall protect concrete curb and gutter, driveways, and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated. At locations where the curb and gutter are to be replaced, the contractor shall assume all responsibility for the re-establishment of existing street and gutter grades. Establislunent of grades shall be performed prior to construction and is not a separate pay item, but shall be considered incidental to the project price. 22. All embedment shall be in accordance with City of Fort Worth Water Department Specification E2-2, and E2-3. All pavement repair shall be per City of Fort Worth Transportation and Public Works Pavement Repair Figures 2000-1 to 2000-3. Pavement areas stall receive backfill per Figure A. Nonpaved areas shall receive type "B" or "C" backfllll per City of Fort Worth Water Department Specifications E I-2 and E2-2. 23. All driveways, which are open cad, shall have at least a temporary riding surface at the end of each day. The temporary surface will be considered a sou -pay item. 24. Contractor shall bypass pump sewage around sections of pipe prior to being replaced or rehabilitated. Not a separate pay item. Payment shall be incidental to replacement of sewer. 25. New manholes shall be constructed such that the manhole cover is at finished surface grade, or as noted on the plans. Concrete collars and watertight manhole inserts shall be provided with all new manholes. as required for this project. 26. The contractor is responsible for keeping streets and sidewalks adjacent to project free of mud and debris from the constnhctio n. 27. The contractor shall cleanup and restore the area of operations to a condition as good as or better than that which existed prior to replacement or rehabilitation of the pipe. 28. The contractor shall remove from the project area all surplus material. This shall be incidental and not a separate pay item. Surplus materials from excavation including dirt, trash, etc. shall be properly disposed of at a site acceptable to the City's Flood Plain Administrator if within the City Inuits. If the location is not within the City limits, the Contractor shall provide a letter stating so. No excess excavated material shall be deposited in low areas or along natural drainage way without written permission from the affected property owner and the City's Flood Plain Arhninistrator. If the contractor places excess material in the areas without written permission, he will be responsible for all damage resulting from such fill and he shall remove the material at his own cost. `0 F\\�� �11, pBRIAN D. O'NEILLO / : 83980 i Q Q00 Al Texas Deportment of Transportation ..ar-north tarrant 2,..f.)1E55 bluebonnet contractors, LLC I(nprovir nobility in exa5 F-13499 LTi1 LINA T. RALIEY t. ASSOCIATES. INC. 1349 Empire Central, Suite 900 Oaths, Texas 75247 712147979-1144 - F(2141979-2480 7BPE FIRM •782 Pacheco Koch FORT 6581H. TEXAS 76107r817.412. 71155 SITE 76 TX REG ENGINEERING FIRM F-459 DALLAS . FORT NORTH . HOUSTON TX REG. 5GR\E11NG FIRM L5-100080-01 FED. RD. DIV N0. STATE TEXAS CONTROL 0008 NTE SEGMENT WEST CITY OF FORT WORTH SANITARY SEWER GENERAL NOTES SHEET TEGERAL AID PROJECT ND. HP-2009(920) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB H:' 14 059 1H820GHNA1NC I OF 2 SHEET N0. 6 REYI DATE BY ' I3/14/12 BDO FIRST REVISION TO PLANS DESCRIPTION GENERAL CONSTRUCTION NOTES I. THE PROPOSED WATER AND/OR SEWER MAINS AT TIME WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND. THE CONTRACTOR SIIALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, FENCES, TREES, SHRUBS, GAS MANS, TELEPHONE CABLES, TEE CABLES, DRAINAGE PIPES, UTILITY SERVICES AND ALL OTHER UTILITIES AND STRUCTURE BOTH ABOVE AND BELOW THE GROUND DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY OWNERS PRIOR TO ANY CONSTRUCTION IN THE AREA AND VERIFY THE ACTUAL LOCATION OF ALL BURIED UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND AND OVERHEAD FACILITIES AND HE RESPONSIBLE FOR ANY DAMAGE HE MAY CAUSE TO THEM. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: FORT WORTH WATER DEPARTMENT INSPECTOR FORT WORTH TRANSPORTATION & PUBLIC WORKS 817-392-8296 TXU ELECTRIC R00-344.8377 ATMOS ENERGY 800-545-6005 AT&T 800-395-0440 CHARTER COMMUNICATIONS 800-344-8377 FORT WORTH LIGHT AND SIGNAL DIVISION R 17-392-8100 TEXAS EXCAVATION SAFETY SYSTEM 800-DIG-TESS PARKS AND COMMUNITY SERVICES DEPT. 817-392-7275 2. EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA LS 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. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITY CROSSINGS SHOWN ON THE INCLUDED PROFILES ARE FROM RECORD DRAWINGS AND FROM INFORMATION OBTAINED FROM UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES. 3. THE LOCATION OF ALL SANITARY SEWER, WATER, STORM SEWER, TELEPHONE, GAS, ELECTRIC, CABLE TELEVISION UTILITIES, DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC., WHICH MAY BE, SHOWN ON THFSF, PLANS ARE. APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR RECONNECTING ALL ACTIVE. SERVICES THAT ARE NOT SHOWN. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND PROPERTY OWNERS TO MARK AND LOCATE ALL UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED AS SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 4. CONTRACTOR'S PERSONNEL SHALL WEAR IDENTIFYING CLOTHING OR HATS AT ALL TIMES. TFIE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES. 5. THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION 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 REFLECTED IN THE UNIT DID PRICES FOR VARIOUS ITEMS LISTED IN THE PROPOSAL. 6 CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT TIIE 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. 7. SOD SHALL HE. REPLACED IN ALL AREAS DISTURBED BY CONSTRUCTION. SOD SHALL MATCH EXISTING GRASSES. 8. NO SEPARATE PAY ITEM WILL BE MADE FOR THE REMOVAL AND DISPOSAL OF EXISTING PUBLIC FACILITIES (PIPES, VALVES, ETC.) WITHIN A PROPOSED UTILITY TRENCH UNLESS OTHERWISE INDICATED WITHN THE PROJECT SPECIFICATIONS. ITEMS TO BE REMOVED OR ABANDONED OUTSIDE OF A PROPOSED UTILITY TRENCH SIIALL DE PAID FOR PER A SEPARATE PAY ITEM. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF TIIE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, iF NECESSARY. NOT A SEPARATE PAY ITEM. 10. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK IN PRIVATE PROPERTY, THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS 2 WEEKS AND 2 BUSINESS DAYS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THE LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF THE WORK TO BE DONE, AND THE TIME FRAME FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE CITY INSPECTOR. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED AS SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. I1. ONCE THE PIPE HAS BEEN INSTALLED OR REIIABILITATED, TIIE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO THE OWNER'S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE. INSTALLATION ACTIVITIES. 12. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE (WITH PRIOR APPROVAL OF CITY PARKS AND COMMUNITY SERVICES AND/Olt AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES, RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC., IN OR NEAR PROPOSED CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A SEPARATE PAY ITEM. 13. CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS. AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND RF.PLACEMF.NT OF THFSF. ITEMS SHALL BE AS DESIGNATED. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADES SHALL HE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE PAY ITEM, BUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PRICE. 14. ALL EMBEDMENT AND BACKFILL SHALT, BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARDS. ALL PAVEMENT REPAIR SHALL CONFORM TO THE CITY OF FORT WORTH STANDARDS. 15 THE CONTRACTOR SHALL REMOVE FROM TIIE PROJECT AREA ALL SURPLUS MATERIAL. THiS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE. CITY LIMITS. IF THF. LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COST. 16. IT IS RECOMMENDED THE CONTRACTOR VIDEO ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHOULD INCLUDE TIIE DATE. NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND THE IMPACTED UTILITY TYPE AND SiZE. ANY PRE -CONSTRUCTION VIDEO TAPING OF IMPAC TED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY TO THE. COST OF THE. PROJECT. 17. COSTS ASSOCIATED WffHPROPOSED CONNECTIONS TO EXISTNG FACILITIES SHALL BE INCLUDED IN EACH RESPECTIVE DID ITEM. NO SEPARATE PAY, EXCEPT AS SPECIFICALLY INDICATED WITHIN THESE PLANS OR THE CONTRACT DOCUMENTS. 18. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS ARISING FROM THE CONSTRUCTION ACTIVITY. 19. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO TIIE HOURS OF 7:00 AM TO 6:00 PM UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER. IN THE CASE OF BEACII STREET, 9:00 AM AND 4:00 PM ONLY. 20. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SHIVER 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. 21. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAFFIC AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 22. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION AND CONSTRUCTION DURATION AND POSSIBLE.. ALTERNATE. ROUTES AROUND CONSTRUCTION SITES. 23. THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL PLAN FOR ALL WORKING AREAS TO THE CITY TRAFFIC ENGINEER FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION MEETING. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAVEL AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE ON MINOR STREETS ONLY. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES. ETC., F011 THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS CURRENTLY AMENDED, TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION. THE COST FOR TRAFFIC CONTROL SHALL BE SUBSIDIARY TO THE UNIT PRICES FOR THIS PROJECT. WATER GENERAL NOTES 1. Water systems have been designed in accordance with the "Policy and Procedure for Processing Water and Sewer Design" doled 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 pan E of the General Contract Documents and Specifications for Water Department projects and/or any current updates of these. 3. Existing utility data is provided for infomtation only. Although this data is shown as accurately as possible. the contractor is cautioned that the developer and the engineer neither assumes nor implies and responsibility for the accuracy of this data. 4. The contractor is to verity location and elevation of existing utilities prior to couslruclion. 5. Developer's surveyor is responsible for all construction surveying to complete this project. 6. Horizontal blocking for water lines has been omitted for clarity. However blocking shall be constructed in accordance with detail WTR-00R. 7. Trenches which lay outside existing or Enure pavements shall be back filled above the top oftlte embedment with type "C" back fill materials. When Type "C" back (ill material is not suitable and at the direction of We engineer Type'B" material shall be used. All Back Fill material shall be compacted to a minimum of 90%of the maximum dry density by means of tamping only. Trenches That cross under existing or future pavement shall he hack filled and compacted to a minimum of 95% of the maximum dry density with a moisture content- 2 and +4% of optimum moisture content. R. Top of Water Lines shall he a minimum of 3' - 6" below top of curb except where shown otherwise in these plans. 9. Normal location of water mains shall be in the ROW 10' from the proposed ROW line, unless otherwise shown. 10. Fire hydrants shall be located at the property/lot line. Fire hydrants and valves as shown on these plans are symbolic only. 11. Insert poly pig in water main where directed. Poly pig is to be furnished by the contractor. 12. Corporation slops shall be tested for full flow when the system is pressure tested. 13. Contractor shall comply with Texas House Bill 1569, September 1, 1989. 10 maintain n viable trench safety system at all times. 14. All new water mains shall be filly purged. Do not tcsl against existing valves when connecting to existing mains. 15. Install a chlorination and sampling point at designated locations per WTR-021. 16. All 6", R", 10", & 12" water mains shall be PVC AW WA C900, DR-14. 411 water mains using poly -wrapped ductile iron pipe shall be Class 51. 16 inch and larger mains shall be steel. concrete, or ductile iron, Class 51. 17. Fittings shall be ductile iron and mechanical joint type, with "Cor-Blue" bolts and shall be Class 250. 18. When constructed, all water mains shall he swabbed with Knop Poly Pig Burc Swab or approved equal. 19. All water main shall be plugged with a cast iron plug (or equal) at the end ()Teach workday. 20. If livestock are present during construction, Contractor shall coordinate with developer and owner representatives to provide temporary fencing during construction to protect livestock from injury. 21. When existing grades are lower than proposed main, the fill area over the pipe shall be filled and compacted to a minimum of 95% ofthc maximum illy density to the proposed finished grade prior to installing any main. 22. Deflect water mains at joints to clear curb inlets. 23. The normal location of water service lines shall he in the parkway in front of the property and 2' to either side of the connmon property line. 24. Unless otherwise noted, gale valves shall be installed to line up with property comers. 25. Unless otherwise noted, water meler boxes shall be located at a point 3 feet behind the face of the adjacent or proposed face of curt. LT11 LINA T. RANEY & ASSOCIATES, INC. 1349 (spire Central, Suite 900 Dal los, Texos 75243 11214)979-1144 - F12141979-2480 TOPE FIRM 4782 Pacheco Koch � BRIANlx*D.N...../01:4,...:1-.E.4'.sPl....:**11_191tA39:: i�Sory ` Texos Deportment of Transportation .r north tarrant e,:press bluebonnet contractors, LLC Improving mobility in Texos F - 13499 6)C0 oESTERN PLACE ORBS. Sulu 625 FORT WORTH. IEOAS 761la 07 617.412.7155 Tx REG. ENGINEERING FIRM F-462 DAL1.65 • FORrwOR111 • HOUSTON Tx REG. SURVEYING FIRM L5-100050-01 NTE SEGMENT WEST CITY OF FORT WORTH WATER GENERAL NOTES SHEET 2 OF 2 FED. RD. OiV NO. FEDERAL A10 PROJECT N0. SHEET NO. 6 HP-2009(920) 7 STATE DISTRICT _ COURT T. WORTH TARRA SECTION JOB bl \Urp UUn\bM TEXAS F NT CONTROL Hmar Y NO 0008 14 I 059 I IH820 REV DATE BY DESCR ::PTIOI AN 3/14/12 BDO FIRST REVISION TO PLANS a PROPFRTY CIWNFR THE RUTH RAY AND H.L. HUNT FOUNDATION MCLDL, LTD. 03 MAC CHURCHILL 04 THE RUTH RAY AND H.L. HUNT FOUNDATION 05 FOSSIL CREEK CROWN PARTNERS, LTD. © BRE/ESA P PORTFOLIA TXNC PROPERTIES, LTD. Q7 MERCANTILE PARTNERS a u iv � M In 3 17.17.08 CrINTAC-T ERIC GILBERT MAC CHURCHILL MAC CHURCHILL ERIC GILBERT JEFF SMITH CHRISTOPHER DEKLE DEBRA PIERCE SANDSHELL ROP. 15' WASTENATER PROP. ROW •60 EXIST. 15' WASTEWATER LINE TO BE ABANDONED CONTACT NUMBFR 214-855-6022 817-232-2872 817-232-2872 214-855-6022 972-739-7561 864-573-1784 817-834-4847 EXT. 21 N. RIVERSIDE DR. PROP. 211. WASTEWATER -- EXIST. 66' STORM DRAIN TO BE REMOVE' 62.63.50 0• IH 820 PI P OP WiiEWAUR___ a. 0. u 04 r; sF 21" V.C.P •.e.rM-395 549.80 • EXIST. 21 T WATER LINE 59 Eft ABAN ONED wAS 8"'P.V.0 t395EX cI 0 u '�—FJ4IST, 18' WASTEWATER_ 79•20 LINE TO BEABANDONEO 75.00 0 N. T. S. LEGEND ABANDON EXIST UTILITY PROP WASTEWATER PROP MANHOLE EXIST MANHOLE 0 PROPROW—•'—"—••�• f ., ,.......... TF . 5111 • 7 \;"//// p BR1AN D. O'NEILLp ' 83980 ;' f Texas Deportment of Transportation ..r-north tarrant express bluebonnet contractors, LLC Improving mobitity in Texas F - 134 99 LT11 LINA T. RAUEY T. ASSOCIATES, INC. 1349 Empire Centro!, Suite 900 001103, Tex°. 75247 11214)979-1144 - 0(2141979-2480 TBPE FIRM .782 Pacheco Koch F RTT NOR11-1. IFXAS 76107YES1ERN PEACE 1312 412.7155 Tx REC. ENCH.EER4i0 FIRM F-'63 DALLAS . FORT NORM • HOUSTON ix REG. SURIOIIIG F1R9 L5-106090-01 NTE SEGMENT WEST CITY OF FORT WORTH WASTEWATER LOCATION MAP OIV NO. FEDERAL AID PROJECT NO. 6 HP-2009(9201 STATE DISTRICT COUNT TEXAS FT. WORTH TARRANT CONTROL SECT101I J38 NC 0008 14 059 I WNW IH820 SHEET FED RD. 1 OF I SHEET N0. 8 J:\UW4-!I\Slbl-10.31S\Uw0\UUN\]Ht 'REV DATE BY DESCRIPTION a 0 PROPERTY OWNFR THE RUTH RAY AND H.L. HUNT FOUNDATION MCLDL, LTD. Q3 MAC CHURCHILL 04 THE RUTH RAY AND H.L. HUNT FOUNDATION 05 FOSSIL CREEK CROWN PARTNERS, LTD. © BRE/ESA P PORTFOLIA TXNC PROPERTIES, LTD. 07 MERCANTILE PARTNERS Q g�- CIhjAC.T ERIC GILBERT MAC CHURCHILL MAC CHURCHILL ERIC GILBERT JEFF SMITH CHRISTOPHER DEKLE DEBRA PIERCE 121N SANDSHELL PROP. EXIST. 66' STORM DRAIN TO BE REMOVED CONTACT NIIMRFR 214-855-6022 817-232-2872 817-232-2872 214-855-6022 972-739-7561 864-573-1784 817-834-4847 EXT. 21 1" WATER iU 1H 820 I / L EXIST. 12" WATER LINE TO BE ABANDONED ii ISOLATION VALVE EXIST. 12" WATER LINE TO BE ABANDONED .�t fISOLATION VALVE - 101N —V— PROP. 12' WATER CONFLICT 86 I14 3/14/12 BDO FIRST REVISION TO PLANS IhN 4/10/12 GWF NOTES ADDED N N. T. S. EXIST VALVE EXIST FIRE HYDRANT ABANDON EXIST UTILITY PROP WATER PROP VALVE PROP FIRE HYDRANT PROP ROW ®2012/ LEGEND i THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY E. 79685 GARY W. FISHER SSE OF`\� . • GARY W. FISHER O . 79685 : i Texas Deportment of Transportation bluebonnet contractors, LLC Improving mobility in Texas F -1 3499 .north tarrant express L71► LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 Dallas, Texas 75247 T1214)979-1144 - F12141979-2480 TBPE FIRM .7132 APacheco Koch FO T YORTH,IJTE}AS 761p)LPI'Ui" Si 5 TX REC. ENCINEERIIIG FIRM F-<69 OALLAS . FORT WORTH . IIOUSTON IR 14E4 SUR\£SING FIRM LS-IOE1/80-01 FED. HU. DIV ND. 6 STATE TEXAS CONTROL 0008 NTE SEGMENT WEST CITY OF FORT WORTH WATER LOCATION MAP SHEET 1 OF 1 =ECEREL AID PROJECT N0. SHEET N0. HP-2009(9201 9 DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB H:ORNAY NC 14 059 IH820 SHEET SHEET SHEET SHEET SHEET tt16 u15 u14 413 012 0 N 0 CO 1 N 0 '1 CO N 0 = 11 CO N 0 NA— S C CO N CO N t-+ = c0 0 W N .* • 3 03 rr1. 3 ^ 3 00 COao N N �� .-1 3 Vl CO 0N VI01 3 . N CO CO 0 0 t0 m 3 CO• + 0 O L0 3 CT 3 • NI • a7 O 3CO LO CC 1- + 10 0 + t0 I-- to 0LQ In T- o a° Q'Q' LD t00 0 0 i N N --rn to F Q Q nN I- F- QQ N V H I- LnN SHEET 01 9 0 0 N N n CO CO • • = R = v N U1 CO 0 COCO LIO CO 3 r• co 333co 3Q7 rn to 00.00 M +NQ0 • m 00 CO SO —L.0 a <+ < + < 1-I-H I- HH 00 Ul0 In0 STA. 82+99 WW 84 = STA. 0+00 WW 82 STA. 0+00 WW 85 = STA. 693+68.75 IH 820 II .. TH 820 — -- --. L STA. 81+00 WW 84 = —'- TA. •693+71.15 IH 820 wr w to I. 820 STA. 78+19 WW 84 = . STA. 693+82.51 IH an!' 0 .-f. .1 Q 11 -6 �� .J 1 / / ' 7• �/ _-- N-1 In i REY DATE BY DESCR:PT ION 013/14/12 BD0 FIRST REVISION TO PLANS 1 1 1 1 0 150 300 450 600 SCALE IN FEET LEGEND ABANDON EXISTING UTILITY PROPOSED WATER OF r), ...........Pk41) C• s4` +�/ BRIAN D. O'NEILL j 83980 • Zik 0201® Texas Deportment of Tronsportation . w r-north tarrant express bluebonnet contractors, LLC Improving mobility in Texas F-13499 L7l► LINA T. RAMEY P. ASSOCIATES, INC. 1349 E,pire Cenral, Suite 900 Dollos, Texos 75247 T1214)979-1144 - 612141979-2480 TBPE FIRM •782 0 a' Pacheco Koch F0RT N0RTHRiITEXAS T6101 917012725755 % R. EI1 DALLAS . FORT WORTH . HCUSTON T% REC.ECSUENRCINERIE LIRNGNO FIRIA71R6L6-10E-460 DJ80-Cl 9 NTE SEGMENT WEST WASTEWATER P&P SHEET LAYOUT SCALE: 1" = 300' SHEET 1 OF 1 FED. NO. RD. FEDERAL AID PROJECT NO. SHEET NO. 60. DIV 6 HP-2009(920) 10 STATE DISTRICT TEXAS FT. WORTH CONTROL SECTION 0008 14 COUNT TARRANT JOB 900080Y NO 059 IH820 REV 0 DATE BY DESCRIPTION 3/14/12 B00 FIRST REVISION TO PLANS II 1! uEf r' 0 CO n 2 F+) 30 0 0 0 + 0Y 0 40 as F- I- N !n SHEET #20 i (0 1 p' 1 x 1k I I \ gil ; t v IIv V4 1 -1_ ( I. H. 820 -r Z i / k•,... . ti --j1 ' ---I '1 I . Ii 0 150 300 450 600 SCALE IN FEET LEGEND ABANDON EXISTING UTILITY -,--74L --f- PROPOSED WATER .Sp:�E OF TFki) 7, BRIAN D. O'NEILL O ..... 00 83980 :� I �I t ; � ICENSF-0: `•,w,gr ®zD1z Texos Deportment of Tronsportotion ar-north tarrant e/press bluebonnet contractors, LLC Improving mobility in Texas F - 134 99 LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 Dollos, Texos 75247 112141979-1144 - F(2141979-2480 TOPE FIRM •782 'Pacheco Koch I+CaPLACE E. Virc 71ORTMTEXAS 761C, a)412.5 TX REC. ENGINEERING FIRM F-669 DAL(AS . FORT WORTH . HCUSTON TX REG. SUR'.EYINC FIRN 15-1005E0-C1 NTE SEGMENT WEST WATER P&P SHEET LAYOUT SCALE: 1" 300' SHEET 1 OF 1 FEDERAL AID PROJECT NO. SHEET N0. 6 HP-2009(920) 11 FEO. R0. DIV N0. 4\ry Vik LA YUU I. UEr 5T41E DISTRICT TEXAS FT. WORTH CONTROL SECTION _ 0008 14 COUNTY TARRANT J08 I HIGH/MY NC 059 IH820 0 LIMITS OF EXIST. 66" STORM DRAIN TO BE RFu.nvFD PRIOR TO CONSTRUCTION REV DATE I BY A. 3/14/12 IBDO ® 4/10/12 IGWF DESCR:PT ION CHANGE SHEET ORDER & REVISE NOTES ADD & REVISE NOTES GN 4/16/12 IBDO ADD & REVISE NOTES NOTE: WATER AND SEWER MUST BE IN SEPARATE TRENCH. MANHOLES AND VAULTS SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 640 635 630 625 620 615 610 605 600 595 PROP 6" FIRE HYDRANT CROSSING PROP GAS CROSSING cc LC- +1 • n- V.IA O(LDN N - (D CO D a 2 1- J \ -1' 3691 .00 _11 • PROP12" WL 83 'PAVEMENT REPAIR PER DETAIL STR-031 CONSTRUCT 300 LF 15" SDR-26 WASTEWATER PIPE EXIST 66" RCP TO BE REMOVED PRIOR TO CONSTRUCTION PROP 21" WW 85 or PROP ROW 011 •r—••�u�••••••—•.., ,ON•—• + •,use umItrrrl•siL••ice.., 2 �0vw IOW PROP 15'"WW 82 '-, WM --1--- ww +Wv -- W --=-T — W -- ---- W-------- H._ — �tWW'1 W V ABANDON EXIST 15" V.C.WW 82 0,5 a- AS PER UAR STANDARDS IH 820 N. FRONTAGE ROAD PROP 16" XTO/BARNETT GATHERING PIPELINE '-EXIST 10" XTO/BARNETT GATHERING PIPELINE 691+00 -w w Z a 0 +I 0 1''— U +I (C .- • . 1Z z— ID (D W VI •1E-0� F 2 < C J VO< UUW ul EXIST 16" XTO/BARNETT GATHERING PIPELINE 692+00 1REPAIRPST -0311 CEMENT STABILIZFD BACKFILL PER CITY STANDARDS CONFLICT 82 CONSTRUCT 300 LF 15" SDR-26 WASTEWATER PIPE 1-INTERIM & ULTIMATE GRADE AT C/L OF PROP WASTEWATER LINE APPROX. PROP 16"XTO/BARNETT GATHERING PIPELINE M 693+00 EXIST GRADE AT C/L OF PROP WASTEWATER LINE APPROX. EXIST 66" RCP STORM DRAIN 300 LF 15" WW 82 61 0.27% (n 6 STA. 0.'00 WW 82= STA. 82.99 WW 84= STA. 0+00 WW 85= STA. 693+68.75 IH820, 225.50' LT CONNECT TO PROPOSED MANHOLE END PROJECT N.6991497.83 E=2336495.34 �11 (1 O 111 41 RIII i• 694+00 1y"�M-3 5,0 YI — 04 PROP 24" WW 64 _EXIST 18"- -C. I . P. WW 84 0 W •ar 0 CND WO 3 CC 333a 1-+I 0) 0 OM 0 0) 01- W . 0NO • 1—WON 0M00 JCCI w 0 0- aaazZ02 1--I-0aZ•- v)v)V)0MW(C � � 1 EXIST PIPE CAPACITY = 1.96 MGD PROP PIPE CAPACITY = 2.17 MGD EXIST AND PROP 15" WW 82 (O (D +1 NCO 0 .Duo N -OD CO L a 21-J\ PROP 15" FL= 615.54 (IN)-W PROP 21" FL= 615.09 (IN)-E PROP 24" FL= 614.84 (OUT)-S PROP 21" 0.81X� WW 85 • 36 IST 21" V. C. P. WW 85 PROP 4" BLOW -OFF VALVE WW 83 ///'''PROP FIRE / HYDRANT WW 83 • NOTE: SEWER SERVICES SHALL BE LOCATED AND REPLACED IN FIELD DURING CONSTRUCTION. 640 635 630 625 620 615 610 605 600 595 HORZ.: 1" _ VERT.: 1" _ FED. i10. R0. 01V 6 I I 0 20 40 60 80 (H) 10 5 20 (V) SCALE IN FEET UNDERGROUND UTIUTIFS THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEI,IBER 20/0. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LCCATE, VERIFY, AhD COORDINATE THE RELOCATIONS OF THE OW -SITE UTILITIES THAT MAY CONFLICT WITH THE CO,VSTRUCTION. CALL I-800-344-8377 TWO WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. LEGEND ABANDON EXIST UTILITY -/////---///// REMOVE EXIST UTILITY XXXXX-XXXXX— EXIST ROW -•--•---•-•-- PROP ROW , .•�•••••••• PROP WATER --•-• W PROP WASTEWATER WASTEWATER ---- WW- ---- 677.00 SERIES IS NTE BASE LINE 17*00 SERIES cS..F°('O`R.Te., kWqOlS RTH CENTERLINE 1+ �BRIAN D. O'NEILLO 83980 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P. E. 83980 ®2�® Texos Deportment of Tronsportotion aar--north tarrant 2npfE 55 bluebonnet contractors, LLC Improvirgrnobilityin Texas F-13499 L11 LINA T. RAMEY & ASSOCIATES, INC. 1349 Enpire Central, Suite 900 Dal los, Texas 75247 01214)979-1144 - F12141979-2480 TOPE FIRM •782 14 Pacheco Koch FORT 90610 "TEXAS 76 '7E81�a 2 55 T4 REC. ENCI\EERIIIC FIRM F-469 DAL AS . FORT 110891 • HOUSTON TX REG. 5UR1E)iNG FIRM LS-100080-01 NTE SEGMENT WEST .15" WASTEWATER CITY OF FORT STA 3+00 TO 0 (IH 820 STA 690+69 TO 40' 10' SHEET 1 OF 5 =EDERAL AID PROJECT NO HP-2009(920) STATE _ DISTRICT TEXAS FT. WORTH CONTROL SECTION 0008 14 LINE 82 WORTH +O STA 693+69) SHEET 110. 12 CCUVTY TARRANT JOB I H;GHNAV NC 3+00 +00 0+00 059 IH820 MANHOLES AND VAULTS SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 640 635 630 625 620 615 610 605 600 595 PLO--6.00------ PLG -- 3687+00 CONSTRUCT 350 LF 15" SDR-26 WASTEWATER PIPE -PROP. 16" XTO/BARNETT GATHERING PIPELINE . IM.•IM..IM.•IM •AIM •. IM.•IM.•IM:i'.Q.? IR21.IM..IM..IM.,IW.IM_.IM_IMIMIM. EMI I PL6 - 5.00- - PL6--------- PLG--4.00------ PLF--- --- PLG ------3- MII wit MM -mIM �- MM ♦ ---- MN "' STA. 3+50 WW 82= STA. 690+19.02 IH820, 239.24' LT CONSTRUCT STD. 4' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) N 6991514.59 E 2336145.74 IH 820 N. FRONTAGE ROAD 24 3tr/V---?..W o--WW NRY/-----Het-` -WMI5VrAt o,co 0> ZCO J LaJ Z = -I1-4 Q _ PROP 15 WW 82 � 3688+00 'I 3689,-00 ' 3690*00 U M� W w — Lr -- - l-1WW5FflY11, k1W5F-e/l.IMAM—.. a -_-.— } �4� .- EXIST ROW _..�..� T 6+00 688+00 ABANDON EXIST 15" V.C.P.WW 82 AS PER UAR STANDARDS 689+00 CONFLICT 82 CONSTRUCT 350 LF t5" SDR-26 WASTEWATER PIPE INTERIM & ULTIMATE GRADE AT C/L OF PROP WASTEWATER LINE EXIST GRADE AT C/L OF PROP WASTEWATER LINE 690+00 CONTRUC1 STU. 4' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) RIM= 628.8± EXIST PIPE CAPACITY = 1.96 MGD PROP PIPE CAPACITY = 2.17 MGD \--APPROX. PROP. 16" XTO/BARNETT GATHERING PIPELINE 300 LF 15" WW 82 @ 0.27% LOlO +1 00 0061 m O WOK, Tv LO CO .l0 < 2 t- J\ 9+00 EXIST AND PROP 15" WW 82 O 0 07 LO +1 • M If) 6 0 . co • 07 0 LO LON N L0 CO •Lo +0 21- -IN )U- 4+00 z 07 LJ 0 0 07 N I t6 WW58F 15" 2LP 0.27% 00 CN O 433 + O w Cr) z� J z Z 1 I U Q U Q 0G 0 LC +I 3+00 N 640 635 630 625 620 615 610 605 600 595 1REV DATE ILN 3/14/12 4/10/12 4/16/12 BY DESCRIPTION BDO CHANGE SHEET ORDER & REVISE NOTES GWF ADD & REVISE NOTES BDO ADD & REVISE NOTES 0 20 40 60 80 (H) II I' 0 j 10 1 20 (v) SCALE IN FEET UNDERGROUND UTILITIES THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEMBER 20/0. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LGCATE, VERIFY, AND COORDINATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. CALL I-B00-344-8377 TV/0 V✓ORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. LEGEND ABANDON EXIST UTILITY --,////----/////•— REMOVE EXIST UTILITY XXXXX—XXXXX—• PROP ROW IM.•IM•IM.•IM•.IM•.• PROP WATER •—•—• W —•—•— PROP WASTEWATER ---- WW----- 677.00 SERIES IS NTE BASE LINE 17+00 SERIES IS FORT WORTH CENTERLINE OF 1 9 BRIAN D. O'NEILLO �/�,•. 83980 ;;" THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 oik\```A'' ©z® Texos Deportment of Tronsportotion .c—north tarrant express bluebonnet contractors, LLC Improvirg mobility in Texas F-13499 L7� LINA T. RAMEY 8 ASSOCIATES, INC. 1349 Empire Central, Suite 900 Dollos, Texos 75247 112141979-1144 - 0(2141979-2480 TOPE FIRM .782 41 Pacheco Koch FOROI3CT YgRTHR TEXAS 76107EB SUITE 6155 25 TX REG ENGINEERING FIRM Fd69 DALLAS . FORT IAOR41 . HOUSTON TX REG. SVRIE YING FIRIA LS-1CU/BO-01 NTE SEGMENT WEST 1511 WASTEWATER L INE 82 CITY OF FORT WORTH STA 6+50 TO 3+00 (IH 820 STA 687+19 TO STA 690+69) HORZ.: 1" = 40' VERT.: 1" = 10' FED. RD. FEDERAL AID PROJECT N0. DIV N0. 6 HP-2009(920) STATE DISTRICT TEXAS FT. WORTH CyVIROL SECTION JOB 0008 14 059 SHEET 2 OF 5 COUNJSHEET R0. cou'o 13 TARRANT H ICHN4Y NC IH820 J 00 MANHOLES AND VAULTS SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 640 635 630 625 620 615 610 605 600 !-STORM SEWER MANHOLE TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION. o> .•—••1••••—:r--11•1•111.1.11—.1111M1111_ 1 rr • ABANDONED EXIST 16" XTO/BARNETT , GATHERING PIPELINE. PL69.00I----- PLG 3684,00 CONSTRUCT 350 LF 15" SDR-26 WASTEWATER PIPE STA. 7.00 WW 82= STA. 686.69.29 IH820, 252.98' LT CONSTRUCT STD. 4' DIA. MANHOLE W/CONCRETE COLLAR.(PAMREX) N 6991531.35 E 2335796.14 N ING 7ELINE -PROP. 16" XTO/BARNETT INITY GATHERING PIPELINE uir 1f1 CV oa O • 0 PROP ROW ..—..—..—..—..—..—..—..-..—..—..—..—..—..— 1—..—..—..—�.—... + + � � 1 8.00 ----- PLE--------- PL6--7.40------ PL6 -- ===r== -- _-— — --- ----T- int PROP 15" WW 82 ♦- 10 3685.00 om 3686.00 IH 820 N. FRONTAGE ROAD w z �t�Al4�F--Q�/�•,L-----,vt/WMF�F/vtT�•r---�� a�WJl�f5►'�;,,�,`,`�5��.�--WV�vE�--1fh`�--�IISt'4'•)--- �..— 684+00 i ABANDON EXIST 15" V.C.P.WW 82 AS PER UAR STANDARDS +I co REMOVE EXIST WASTEWATER MANHOLE STA. 8+60 685+00 CONFLICT 82 CONSTRUCT 350 LF 1511 SDR-26 WASTEWATER PIPE EXIST GRADE AT C/L OF PROP WASTEWATER LINE 686+00 INTERIM & ULTIMATE GRADE AT C/L OF PROP WASTEWATER LINE EXIST PIPE CAPACITY = 1.96 MGD PROP PIPE CAPACITY = 2.17 MGD 300 LF 15" WW 82 @ 0.27% Ln 0+ L0 +1 • a0 N V 0 • 00 . O O'- N LO 19 CO •LO _1`,. ?+99 EXIST AND PROP 15" WW 82 L0 +I • 0 n. *0 . In 0 Or- M N �413 c0 .L0 4 21- J\ iI+00 APPROX. PROP 16"XTO/BARNETT GATHERING PIPELINE PROP 15" FL= 617.44 (IN)-W PROP 15" FL- 617.44 (OUT)-E N • a 0 7+00 WCO Z J Z = J U H a0 Q 687+00 50 15" WW 82 .27% 640 635 630 625 620 615 610 605 600 (IH 820 HORZ.: 1" . VERT.: 1" FED. RD. DI* N0. 6 STATE TEXAS CONTROL 0008 IRE* DATE BY DESCRIPTION I_' 3/14/12 BD CHANGE SHEET ORDER & REVISE NOTES II`/�� 4/10/12 GWF ADD & REVISE NOTES ® 4/16/12 BD ADD & REVISE NOTES I I 0 -20 G0 60 80 (H) (( l 0 a 15 2i0 (V) SCALE IN .FEET UNDERGROUND UTIUTIES THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXI- MATE MD BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTICATI01✓ PROVIDED BY CARDNO TBE, ON DECEMBER 2010. 1T 1S THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, VERIFY, AND C00R0'NATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT /12/' CONFLICT WITH THE CONSTRUCTION. CALL I-800-344-8377 TWO WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. LEGEND ABANDON EXIST UTILITY REMOVE EXIST UTILITY XXXXX XXXXX-- EXIST ROW -•••-••- PROP ROW .-.-..-..-... PROP WATER .•-•-• W ----- PROP WASTEWATER ---- WW ----- 677+00 SERIES I5 NTE BASE LINE 17.00 SERIES I5 FORT WORTH CENTERLINE iyp...�F...rF�T1'+ *iN : *,,• #0BRIAN D. O'NEILL? 83980 i I ClCENSEO`".- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P. E. 83980 ®2012 Texas Deportment of Transportation Aar- nor th tarrant express bluebonnet contractors, LLC Improving mobility in Texas F -13499 LT1► LINA T. RAMEY & ASSOCIATES, INC. 1349 Ellpire Centrol, Suite 900 Dallas, Tezos 75241 T1214)979-1144 - f12141979-2480 TOPE FIRM •182 Pacheco Koch . SUITE 625 FORT VoORM0IENAS 76107 817.412 2155 ■� TX REC ENGINEERING FIRM F-469 3ALJ5 • FORTNORitl • IIOUSTON TX REG. SURVEI5G FIRM L5-106060-01 NTE SEGMENT WEST 15" WASTEWATER LINE 82 CITY OF FORT WORTH STA 10.00 TO 6.50 40TA 683+70 TO STA 687+19) 10' SHEET 3 OF 5 FEDERAL AID PROJECT N0. 1 SHEET 110. HP-2009(920) I 14 DISTRICT COUNT FT. WORTH TARRANT SECTION JOB I HICHHAY NO 14 059 I IH820 MANHOLES AND VAULTS SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 645 640 635 630 625 620 615 610 605 600 M c0 O • c Q• + dl 1` W t0 z � W J Z I J U 1— 2 a0 ih OD O . + t0 Cr + 01 w� Z 0—ow J Z 2 J U 1— < M.4 L 00_ _ _ _ 14+00 I APPROX. EXIST 16" CROSSTEX PIPELINE CROSSING STORM TO BE PRIOR PAVEMENT REPAIR PER DETAIL STR-031 SEWER MANHOLE RELOCATED BY OTHERS TO CONSTRUCTION. o1r I o 680 -00- 680+00 13.00 w CONSTRUCT 400 LF 15" SDR-26 WASTEWATER PIPE PROP ROW 12.00 - PROP 15" WW 82 FOB ' + — 3682.00 PAVEMENT REPAIR PER DETAIL STR-031 LIGHT POLE TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION IH 820 N. FRONTAGE ROAD PI STA. 10.50 WW 82= STA. 683+19.56 IH820, 266.72' LT • 00° 00' 26.47" LT CONSTRUCT STD. 4' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) N 6991548.11 E 2335446.55 or .10 OM �o 361)3.00 �▪ H-- xz � w i-� Na H 54/VH--0f Al -WW13i/riV------, y,-WW5t/aye---HywisiW5Veh �--rf-/Y/W 5FOVH---,YHWW5( ¢Y,.yt-----+ti'�,-' AZ'�/--- 681+00 N= W 40 t0Z 3 - J • W v.a +1>- N X a COW +1 • XZN rn rn .W INTERIM & ULTIMATE GRADE AT � avv)vv)) II r C/L OF PROP WASTEWATER LINE aoo 1- a. NCou L� ti 01 40 +1 0r1• 0 m .CO O4O0N - 40 60 O .40 a -0,W- 13+0(1 EXIST ROW ABANDON EXIST 15" V.C.P.WW 82 1 AS PER UAR STANDARDS 682+00 125 LF PAVEMENT REPAIR (STR-031) CONFLICT 82 CONSTRUCT 400 LF 1511 SDR-26 WASTEWATER PIPE EXIST GRADE AT C/L OF PROP WASTEWATER LINE EXIST PIPE CAPACITY = 1.96 MGD PROP PIPE CAPACITY = 2.17 MGD 350 LF 15" WW 82 (a 0.27% EXIST AND PROP 15" WW 82 01 40 +1 O O1 a OD . Ot000N CO - 40 CO 60 a 2 1- J \ O 0+ +1 r M- (V1/1 • CO .O OLOW rn N - O 00 0 a 21- _J 11+00 683+00 I25 LF PAVEMENT REPAIR (STR-031) 0 0 w 1- N V W CO a U X 30Zw 3H OK NUf+1 0 + '-' U O O�W .M -100D • N 2 J II O Z Z J f F- 0<0 --' N U M U a 40 CD rn M Ifl CO ul CO 40 40 0 0 a' J a 50 LF 15" WW 82 0 0.27% v t{ +I 1 I+PSV 4. O LSD 0 N .- 0 m . o < 7 1 0 + 0 0 645 640 635 630 625 620 615 610 605 600 I REV DATE BY DESCRIPTION A3/14/12 IBDO CHANGE SHEET ORDER & REVISE NOTES 4 4/10/12 ICWF ADD & REVISE NOTES (.N 4/16/12 IBDO Ann & REVISE NOTES I 0 20 40 60 80 (H) I 0 o 10 15 20 (V) SCALE IN FEET UNDERGROUND UTIIITIFS THE LOCATION OF EXISTING UTILITIES SHOWN 0,V THESE PLANS ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEI,MBER 2010. IT IS THE RESPONSiBIUTY OF THE CONTRACTOR TO LGCATE, VERIFY, AND COORDINATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT MAY CONFLICT VIITH THE CONSTRUCTION. CALL 1-800-344-8377 TWO WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. LEGEND ABANDON EXIST UTILITY ---///// REMOVE EXIST UTILITY--XXXXX--XXXX*-- EXIST ROW —••----••---- PROP ROW •�.�..�..�... PROP WATER «---• W —•—•— PROP WASTEWATER ---- WW----- 677+00 SERIES IS NTE BASE LINE 17+00 SERIES IS FORT WORTH CENTERLINE SP1E,. BRIAN D. O'NEILL, I/� A. 83980 e ((*rigi:1‘r THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 ®2012 Texos Deportment of Transportation .1 Tnorth tarrant express bluebonnet contractors, LLC Improving mobil ityin Texas F-13499 LlI► LINA T. RAMEY & ASSOCIATES, INC. 1349 Eepire Control, Suite 900 D011os, Texas 75247 11214/979-1144 - F(2141979-2480 TBPE FIRM .782 J� Pacheco Koch FORT WORTH. TEXAS 76107E. SLATE 625 817.4 2 155 TX REC ENCI4EERINC 6IRM F-463 DAL'L S • fOR1 NORTH • HOUSTON tX REC. SURIE4NG fIRN LS-1OCOB0-01 NTE SEGMENT WEST 15" WASTEWATER LINE 82 CITY OF FORT WORTH STA 14+00 TO 10+00 (IH 820 STA 679+70 TO STA 683.70) HORZ.: 1" = 40' VERT.: 1" = 10' SHEET 4 OF 5 FDiv ED. R• I FEDERAL AID PROJECT N0. SHEET N0. re. _ 6 I HP-2009(920) 15 STATE 1 DISTRICT TEXAS I FT. WORTH CONTROL _ SECTION 0008 I 14 COUNTY TARRANT 70B H:CHIIAY NC 059 IH820 A\S171HS\Nff'bMP\S IC-0L ,;Ir%Ic arm :r STA. 17.72.86 (BACK)WW 82 (M-392)= STA. 18.22.29 (FWD)WW 82 (M-392)= STA. 676.71.96 IH820, 366.49' LT CONSTRUCT STD. 4' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) CONNECT TO EXIST 15" WW LINE BEGIN PROJECT N 6991653.47 E 2334799.83 STA. 17.10 WW 82 INSTALL CITY OF FORT WORTH SANITARY SEWER MARKER POLE AT ROW DRAINAGE .. --- EASEMENT PROP ROW PI STA. 17.05.18 WW 82=I STA. 676.65.29 IH820 299.14' LT A • 91' 00' 13.93" RT CONSTRUCT STD. 4' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) N 6991566.18 E 2334792.56 MANHOLES AND VAULTS SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 645 640 635 630 625 620 615 610 605 600 18+00 1.1 11 I I — — i - " = 'IS67 I ,M J I I `Ir- I 676+00 w O w x Z Z —4 U O ¢3• P ¢ co V1 OWU (NV)WOW . (_11-1- 0 . +UW to 1-a001-XN --MU() 0 1-ZWZ V1O ZII 0 a Z U Z (30 00u301Y]¢ 0. 22% ENTERPRISE it m 1— IZ W0O Z Z ,- 0_ •-• U X .10D W CO V1I i- N 0 CC 0VI c0¢ u0 0 3� xW W U U . 1- C• Z CO a N= 0 COLD.-.0 IL:_ l7 - ,,.., J1- Cn-DZ UX 3MN 3,0C 3-VI 0L-0cc 3- N V)- 0 3 1- VI • V) 0 +I +I.--0.'-- V)0 r \¢01 +i .N-. X - W1300..+1 0XU - C.))3 dN rXU Z N-W +1 .0w .N A W +I • _ W0 -XIWLD r • Z--4-<CC0<tO ~X,Z.4 OW> .-.x.Z-.LD in v))XXJ 4 Td=MII 0W +0<- ..W • a1-II '0 ¢1.0_ 1-0_<WJ 0a1L 0-UM0O: 1-y ..J 0.10CCLT_ 1-0..-.J V�Q O. LL V. a4 (31 CONFIRM EXIST 15" LOCATION AND FLOW LINE PRIOR TO CONSTRUCTION APPROX. EXIST 30"ENTERPRISE PIPELINE CROSSING END OF EXIST CONCRETE ENCASEMENT REMOVE EXIST 15" WW 82 WITH CONCRETE ENCASEMENT CONSTRUCT 364 LF 15" SDR-26 WASTEWATER PIPE APPROX. EXIST 16" CROSSTEX PIPELINE CROSSING N O i LE. ow s . ma a g ... • s min a . . .!.,..._ ,,, ,,,,C",i-i..1!..7.6.z; 1pm" " . "_ —. - - -- - . i--- — ---- We15" tiVtl 82 --`_--- MM ---- PRO _ APF�ROX. EXIST 16" XTO/BARNETT• ' 36?g�0 n - GATHERING PIPELINE CROSSING _` IH 820 N. FRONTAGE ROAD PI STA. 15.44 WW 82- STA. 678+25.94 IH820, 286.06' LT A. 05° 35' 48.15" RI CONSTRUCT STD. 4' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) N 6991571. 71 E 2334953. 11 CC• a( 0 a �bfl+UV 1- X• Z W� W --f/W14S( C) //fH---sW &t C ) //-/A/-- wwevQ-1---2t -'r.XIST.ROW .- .- • 1 • _ • i.:=:_ :_: T :_.:_ ._.:T APPROX. EXIST 30" ENTERPRISE PIPELINE CROSSING -- -000 I5:00 gy L.------MM — - - - - (1 D n Z m►-° 14 01 rrl LO . 4. D CD A ;co co W REMOVE EXIST WASTEWATER MANHOLE STA. 17+17 677+00 ABANDON EXIST 15" V.C.P.WW 82 AS PER UAR STANDARDS 678+00 CONFLICT 82 CONSTRUCT 364 LF 15" SDR-26 WASTEWATER PIPE - - — — — — - - - M M M M N O V1 O N - N 1- tD tD u 0 X J Cr J W w CL $ 68L0 0 WW 82 .28% PROP 15" FL= 620.17 (IN)-N PROP 15" FL= 620.17 (OUT)-E Ln r +I + LD 0 o- . r .0 OLDON N N LC, CO •LD ¢ 7 11-J\ •-• VI U. •-- 17+00 a 07 7 m 4- 3 v W 3 CC .4 U x P O Z W P I- OM UM+I 0 TL • .DW .N EXIST, INTERIM ¢ x o & ULTIMATE GRADE ~n✓)OIJ• AT C/L OF PROP ZZJ� WASTEWATER LINE a_t_)m CLAY DAM PER CITY OF FORT WORTH SPECIFICATIONS — 161 LF 15" WW 82 P 0.27% EXIST PIPE CAPACITY = 1.96 MGD PROP PIPE CAPACITY = 2.17 MGD 16+00 z 0 M M r r V)0 U) 1.0 0 A00 - Q J 0: J 0_ Lt 0. w 679+00 -INTERIM & ULTIMATE GRADE AT C/L OF PROP WASTEWATER LINE 144 LF 15" WW 82 P 0.27% 0T 04 to +1 • - M +0/D r .r O NO6 N N - l0 +0 40 O 7 SI-JTN. 15+00 EXIST AND PROP 15" WW 82 ENTERPRISE 0T-0Z M.-* 3 1- V) +1 - CC CO XU 0 W +I ▪ W to P • Z O - X•-• D OJ ad14.1 d ll I- 0_'-J V ¢d LL. +1 4 14+00 645 640 635 630 625 620 615 610 605 600 REV DATE BY I DESCRIPTION Li\ 3/14/12 BD CHANGE SHEET ORDER & REVISE NOTES AN 4/10/12 GWF ADD & REVISE NOTES ® 4/16/12 BD ADD & REVISE NOTES 0 20 40 . 60 g.....01 1( 1 SCALE IN FEET UNDERGROUND UTIUTIES BO (H) 20 (V) THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEMBER 2010. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LCCATE, VERIFY, AAD COORDINATE THE RELOCATIONS OF THE ON -SITE UTILITIES TrIAT MAY CONFLICT V/ITl1 THE CONSTRUCTION. CALL 1-800-344-8377 TV/0 WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. LEGEND ABANDON EXIST UTILITY -1//// /////— REMOVE EXIST UTILITY-XXXXXXXXXX— EXIST ROW --•--•—•--•-- PROP ROW .•...•••••••• PROP WATER •-•-• W -•-•- PROP WASTEWATER ---- WW----- 677+00 SERIES IS NTE BASE LINE 17.00 SERIES PROP: FORT WORTH CENTERLINE re 1 83980 : THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 Texas Deportment of Transportation . a north tarrant elpress bluebonnet contractors, LLC Improving mobility in Texas F -13499 LT�► la7x REC. ENGINEERING FIRM F-469 DALLAS • FORT NORTH • IR:ASTON T% REG. SVRNE811G FIRM L5-100050-01 LINA T. RAMEY & ASSOCIATES, INC. 1349 Empire Centrol, Suite 900 Doi loS, Texos 75247 1'214)979-1144 - F)2141979-2480 78PE F11W .782 Pacheco Koch 6R° RRum 006.E. SUITE 625 7)55 NTE SEGMENT WEST 15" WASTEWATER LINE 82 CITY OF FORT WORTH STA 17,72.86 TO 14+00 (IH 1820 STA 676+72 TO STA 679+70) si VERT.: 1" = 10' U. SHEET 5 OF 5 1D LLIV N0. STATE DISTRICT FEDERAL AID PROJECT NO. SHEET N0. 6 HP-2009(920) I 16 CCUNTY TEXAS FT. WORTH TARRANT `Oy1N11L SECTION 08 H:GNNA7 NC 0008 14 059 IH820 PI STA. 78.32 WW 84= STA. 693.74.38 IH820, 241 . 46' RT o = 37'58'50.33" RT CONSTRUCT STD. 5' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) N.6991030.83 E=2336496 94 15' EXIST. EASEMENT I i1 I:i It STA. 78+22 WW 84ii INSTALL CITY OF FORT WORTH SANITARY Sj9ER MARKER POLE AT ROW STAJ. 78+40 WW 8• _ STA. 693.74.29 H820, 233.46' RT BEGIN 36" CASING lcCONSTRUCT 281 LF 24" LASS 50 PSI 72 STIFFNESS HOBAS WASTEWATER PIPE , ° ° -APPROX.A6" ONCOR ELEC CROSSING TO BEI RELOCATED PRIOR TO 1 CONSTRUCTION ,PROP. 24" RCP ,STORM DRAIN CROSSING �APPROX. EXIST 0.75" ONCOR ELEC CROSSING TO BE 1 RELOCATED PRIOR TO CONSTRUCTION I ) - — 'I i-oo •-1 P�20P 24" WW '_ ear EASEMENT 18" V.C.P.M-340 �, 'I I 36" WELDED STEEL CASING -- +— WW5( C) --- ., r� �f,-4 fi F,� t I.v/.•/ WNF5VP.4/: --/y><iWiV§(-.flY/v PROP ONCOR DUCT �_.I CONFIRM EXIST 18" LOCATION AND FLOW LINE PRIOR TO CONSTRUCTION STA. 78.19 WW 84. STA. 693.82.51 1H820, 251 . 61 ' RT CONSTRUCT STD. 5' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) CONNECT TO EXIST 24" WW 84 BEGIN PROJECT N-6991020.61 E=2336504.98 PROP DRAINAGE ,,,,..-•-.-I EASEMENT (EXISTING EASEMENTS WILL NEED TO BE STAKED AND THE CONTRACTOR WILL NEED TO WORK WITHIN THE EASEMENT. 1 640 635 630 625 620 615 610 605 600 595 • U CC N *ODwaN It- XJ CO N Oz *ZZ0M 1-0<w•-. v U� *CC CUT &1 PLUG \i_ BANK CROSSING (BY OTHERS) PROP 6" EXPLORER GAS CROSSING (BY OTHERS) PROP 3" EXPLORER GAS CROSSING (BY OTHERS) APPROX. 12" WATER LINE CROSSING 00' - CJ Cr• ✓I a '-I *0 0 J �. a T Q ▪ O N LI -I 7 -U0 U WI 'a-•OU Z W v a • 1- m W V17 V N W CO ( vZ 31nW CO - ▪ U co -. 3 T � :J 30Z1 J U 3 30w 3�0 W O +l- \~O�'gym1X I- 30 . +I OD ID - 0 CC +i ra r I-3 + VWm N3+I U N *Z2O OWN rOF-60 m .- <CC J60 0 rx60 I-I-O 1 II 0 inInX u QQ�} aa• ZZ- F�mJ . •-' 0 a•- V*0 -u. I-1J dV� V)aLL C� 'T -APPROX. PROP 3" EXPLORER CLAY DAM PER CITY GAS CROSSING OF FORT WORTH SPECIFICATIONS 0 U c0 3� 3-- O +I --+ .Z.. o VI r-.JV)+1 • • 0r rX U60 0 .XU u .4 3_ W 1- 3 J J u`'2WLL 101 ro to STA. 80+73.43 WW 91. STA. 693.71.15 IH820 I __l___ H�a/f ;�IT/WW�F fiv ABANDON EXIST 18" C.I.P. WW 84 AS PER UAR STA''IDARDS REMOVE EXIST WASTEWATER MANHOLE STA. 79•20 I APPROX. EXIST 6" EXPLORER (AS CROSSING TO BE RELOCATED PRIOR TO CONSTRUCTION APPROX. EXIST 3" EXPLORER GAS CROSSING TO BE RELOCATED PRIOR TO CONSTRUCTION I ,_ SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 0 • 0 + N corn W CO Z 1 F LaJ 81 J Z 2 J U 1- 2 < U M m 01 0 0 : 0 nz 0 Cr � --. 0 in 3 0 o INTERIM & ULTIMATE GRADE AT co 0 c N 3- o C/L OF PROP WASTEWATER LINE 2 0 CC +I -. V) 3 U X 0 v V) 3 1- J+I m: 0 V)In0 - EC Ri-.a N 3 U VX0 60 3N0 • ECoII/ +1-.a 01 .W-mx0 rx*060JOWT m 000 1. °''W<aaa CONFLICT 84 / r XCC0<0. XJ zo'naWLL CONSTRUCT 281 LF 24" /� F.. -J' EXIST GRADE AT 1naWLLt CLASS 50 PSI 72 STIFFNESS/ C/LOF PROP NI HOBAS WASTEWATER PIPE/ WASTEWATER LINE — 7 0. 50% EXIST 18" FL= 613.40(OUT)-S PROP 24" FL= 613.40(IN)-NW 13 LF 24" WW 84 0 0.31% PROP 24" FL= 613.44(IN)-N PROP 24" FL= 613.44(OUT)-SE 78+00 1 1 : APPROX. PROP 6" + 1- GAS CROSSING M 1 EXPLORER EXIST PIPE CAPACITY = 4.60 MGD PROP PIPE CAPACITY • 8.14 MGD 268 LF 24" WW 84 0 0.31% co 0 0 79+99 CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR PIPE TO MEET CITY OF FORT WORTH SPECS. 0 N • +I v 60 MO) (31 .v 0:13 M rM CO.- 60 COl0 7 1JN 260 LF 36" WELDED STLF) CASING (Q ?5" WALL THICKNESS) (BY OT ER THAN OPE- CUT) 80+00 EXIST 16" AND PROP 24" WW 84 60 v 81+00 MANHOLES SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. 640 635 630 625 620 615 610 605 600 595 IREV DATE BY DESCR:PT ION A 3/14/12 BDO REVISE NOTES ® 4/10/12 GWF ADD & REVISE NOTES ® 4/16/12 BDO ADD & REVISE NOTES 0 20 40 60 80 (H) ; O 10 5 20 (V) SCALE IN FEET UNDERGROUND UTILITIES THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXI- MATE 4VD BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEIIIBER 20/0. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, VERIFY, AND COORDINATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. CALL 1-800-344-8377 MO WORKING DAYS PRIOR TO CONSTRUCT;ON FOR ON -SITE LOCATIONS. . LEGEND ABANDON EXIST UTILITY --/////—•////%-- REMOVE EXIST UTILITY--xxXXX--XXXXx---- PROP ROW �..�.�..�..�..� PROP WATER.. W -•-•- PROP WASTEWATER - - - WW----- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 ©20 J12/ Texas Deportment of Tronsportation wr--north tarrant >:pre ss bluebonnet contractors, LLC Impravir9 nobility in Texas F-13499 LT-1k LINA T. RANEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 Dal10s, Texas 75247 112141979-1144 - 1(214)979-2480 TBPE FIRM •782 iil Pacheco Koch FOROT 10071H.",E', 5 761011E817u4 2 *155 TC REG ENGIVEERIIIO FIRM F-460 DAL1P5 . FOR( NCRTII • HOUiTON TR REG. SURLE7NG FIRU L5-100060-01 NTE SEGMENT WEST 24" WASTEWATER LINE 84 CITY OF FORT WORTH STA 78+19 TO 81+00 (IH 820 STA 693+83 TO STA 693+71) HORZ.: 1" = 40' VERT.: 1" • 10' FED. RD. DIV N0. FEDERAL AID PROJECT ND. 6 HP-2009(920) STATE _ _ DISTRICT TEXAS FT. WORTH CONTROL SECTION JOB 0008 14 059 SHEET I OF 2 SHEET '10.ccuvT 17 TARRANT H ICHNA1 NO IH820 4_ 4,01 . OOe1 NOTE: WATER AND SEWER MUST BE IN SEPARATE TRENCH. EXISTING EASEMENTS WILL NEED TO BE STAKED AND THE CONTRACTOR WILL NEED TO WORK WITHIN THE EASEMENT. 645 640 635 630 625 620 615 610 605 600 V O . O + N 00 r Cn Li W Z Lu J Z 2 J U I— U M NT O O + r- .- + 00 rn LAJ o Z Iy W Jz 2 J U I- 2 Q U M 0 N 00 CONSTRUCT 199 LF 24" CLASS 50 PSI 72 STIFFNESS HOBAS WASTEWATER PIPE APPROX. 1.5" ONCOR ELEC CROSSING —, APPROX. EXIST 15" WW 82 CROSSING PROP 6'X4' RCBC CROSSING APPROX.. XIST 0.75" AT&T TE[ CROSSING APPROX. EXIST 0.75"I ONCOR ELEC ::ROSSING 2 PROP 30" SD 6'4 CROSSING 00 ;PROP 24" WW 84 82.00 36" WELDED STEEL CASING / -//-J 5( CYf/t? ,'1 W5( C.'.w.' — .'•iWW5( C) //=:,/---/ ABANDON EXIST 18" WW C.I.P. WW 84 AS PER UAR STANDARDS i%-:--- i INTERIM & ULTIMATE GRADE AT C/L OF PROP WASTEWATER LINE -EXIST GRADE AT C/L OF PROP WASTEWATER LINE 0 = Z CO n.. •� 0 3 L) N U +1 .--. Ls) Xu +cr.eJo J •w+0 CO X LO oft cO• fa-�ZJ ✓QOLL EXIST PIPE CAPACITY = 4.60 MGD PROP PIPE CAPACITY = 8.14 MGD ISTA. 8284 WW 84 INSTALL CITY OF FORT WORTH SANITARY SEWER MARKER POLE AT ROW II V !REMOVE EXIST WASTEWATER MANHOLE STA. 82+83.5 PROP12" ;WL 83 CONFLICT 84 CONSTRUCT 199 LF 2411 CLASS 50 PSI 72 STIFFNESS HOBAS WASTEWATER PIPE CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR PIPE TO MEET CITY OF FORT WORTH SPECS. 199 LF 24" WW 84 O 0.31% CO 3f0 3 0 Z +I O N - VI VI M 0+I • _ EC 01 N 0 U CO M tD Z .0.. IOa F-0-0J VILL OLL co m NI 3 CO av0 an 3m +II3 • a 3 U ce OT +1 m : 0 +1 +, oD 3 II N-. NNE T LO +I CO v +I Op- t0 0Z N V X0 +I U•-. WONT+I N• N 1 R CO Z V) Ov a0.Ot0 <0 J 000+I N •ON N ,0rn 00U0 Q011 V,1LL m XUtD Yw • HLYJ f a1J VI lLL/ • T1-1wJ ( (/ a1Lu W V aHLL t-1JJ N. /I- D. WLL s, +1 • v 0 MN O •v O ,DVM N t0 CO • to < 2 - J N EXIST 18"AND PROP 24" WW 84 Cr; 0 +I v aO M U) STA. 82+99 WW 84= STA. 0.00 WW 82= STA. 0+00 WW 85= STA. 693+68.75 IH820, 225.50' LT CONSTRUCT STD. 5' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) END PROJECT N=6991497.83 E=2336495.34 SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. EXIST 15" WW 82 TO BE REMOVED WBFR IH820— BACK OF CURB PROP 6'X4' RCBC PROP 36" CASING STA. 82+94 WW 84 STA. 693+68.81 IH20, 220.50 LT END 36" CASING PROP 12" WL 83 CROSSING PROP 4" BLOW -OFF VALVE WW 83 PROP FIRE HYDRANT WW 83 PROPOSED 21" WW 85 a J - O 0 U w v. nw 00 NCC a0 CO W • 0Z 3331-0 m i3tn\i I m001-3 oo N D0 w N N aO O O IZ J t0 I-0 V1 2 adazz VI:nV U20 EXIST 12" WL 83 J EXIST SANITARY SEWER TO BE REMOVED _m__j1 v: w v ron> aD -0 3 2 3 -/ 3 - CU 32 VC +I-. vVl X W + I.O. N W 0t0 vM N .0- at= W . ":' 00 0 1-0/ r- .Dv a 3 .TNle to .=+ VILL •-• I-1 3 J F �O 194 LF 36" WELDED STEEL CASING (0.625" WALL tna f` "' THICKNESS) (BY OTHER THAN OPEN CUT) 82+00 0 w 3 Z 0 - 0 CO 0 to v-ln WI VI N--N- 0 CO t0 0 . 0 . 0 I CC -I CC J0: CL L.L. D. LL 0. LL +99 PROP 24" WW B4 MOI o� EXIST 18" WW 84 EXIST 21" WW 85 1WW82 WILL BE REMOVED 1 WITH BY-PASS PUMPING PRIOR TO CONSTRUCTION MANHOLES SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. RE'/ DATE i)T. 3/14/12 4/10/12 4/16/12 PROP 12" WL 83 PROP 15" WW 82 EXIST 12" WL 83 TO BE REMOVED EXIST 66" RCP PER AS-BUILTS )( S 0 0 a 645 640 635 630 625 620 615 610 605 600 BY DESCRIPTION BE/ REVISE NOTES GWF ADD & REVISE NOTES BDO ADD & REVISE NOTES O 20 40 60 80 O 15 )0 SCALE IN FEET � z UNDERGROUND UTILITIES THE LOCATION OF EXISTING UTIUTIES SHOWN ON THESE PLANS ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEMBER 20/0. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LGCATE. VERIFY, AND COORDINATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. CALL I-800-344-8377 TWO WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. (H) (V) LEGEND ABANDON EXIST UTILITY —////,'----/////— REMOVE EXIST UTILITY XXXXX---XXXXX— EXIST ROW —••----.•---- PROP ROW �••�.�..�..�... PROP WATER •—•—• W --- PROP WASTEWATER ---- WW----- �y pS ........ Tf 9,r1(1 10 ijBRIAN D. O'NEILLp ''• 83980 ,•' j ' � tCENSF ./.4 it (<l LCNAAAAN` 00-��� THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 o+ ®2012 Texas Deportment of Transportation .mot -north tarrant BY.pre55 bluebonnet contractors, LLC Irnprovirg mobility in Texas 7-3-199 LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 001105, Texas 75247 112141979-1144 - F(2141979.2480 TBPE FIRM 4782 yci Pacheco Kochla FORT Y.EOR6+ iH.V +5C 7 01]6517.4 El 2.7 55 ? TX REC ENGINEERING FIRM r-463 S. DALLAS . IOUY.OR111 • HOUSTON TX REG. SGRtE VRG FIRM LS-100080-01 NTE SEGMENT WEST 24" WASTEWATER LINE 84 CITY OF FORT WORTH STA 81+00 TO 82*99 (STA 693+71 TO STA 693+69) HORZ.: I" = 40' VERT.: I" = 10' SHEET 2 OF 2 FED. RD. FEDERAL AID PROJECT NO. SHEET NO. DIV NO. 6 HP-2009(920) 18 STATE DISTRICT I CDUVT TEXAS FT. WORTH TARRANT 6 CONTROL SECTION I JOB H:GHNAY NC e 0008 I (4 I 059 I IH820 LIMITS OF EXIST. 66" STORM DRAIN TO BE REMOVED PRIOR TO CONSTRUCTION STA. 0+00 WW 85= STA. 82+99 WW 84= STA. 0+00 WW 82= STA. 693+68. 75 IH820, 225.50' LT CONNECT TO PROPOSED MANHOLE BEGIN PROJECT N=6991497.83 E=2336495.34 PROP 15" 1 1 •w� WW 82 •.�••� � ••�.. ;' �.. .r 1s=392♦-F• /-0�' P d�� .GYV 5 0 We ---Cl.-tea E _ _ I ' (JI �-/ U \ 3'UV- _7i• r�r� 's� ; r- 00 II PROP 12" = .. I 01. L t _ WL 1 1 -ABANDON EXIST 21" V.C.P. WW 85 i A5 PER UAR STANDARDS CONSTRUCT 151 LF 21" SDR-26 WASTEWATER PIPE -EXIST 66" RCP TO BE REMOVED PRIOR TO CONSTRUCTION -EXIST 66" STORM DRAIN CROSSING PROP 4" BLOW -OFF VALVE WW 83 - PROP 12" WL 83 CROSSING - PROP FIRE HYDRANT WW 83__--1 PAVEMENT REPAIR PER DETAIL STR-031 640 635 630 625 620 615 610 605 600 595 PROP WW 82 Al0. 27% PROP 24" FL= 614.84 (OUT)-S PROP 15" FL- 615.54 (IN)-W PROP 21" FL= 615.09 (IN)-E STA. 1+51 WW 85 (M-392)= STA. 695+19.67 IH820, 220.70' LT CONSTRUCT STD. 5' DIA. MANHOLE W/CONCRETE COLLAR. (PAMREX) CONNECT TO EXIST 21" WW LINE END PROJECT N 6991491.72 E 2336646.22 W2-PROP ROW` at_, � M-395 )_-- yJyrFj(� F!+� Fj( C1 21'�V.C.P5( EXIST ROW,. r-- 3695+00 STORM SEWER MANHOLE - TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION. IH 820 N. FRONTAGE ROAD ■ ` PROP 24" IV PI WW 84 : 1 EXIST 18` o I 1 C. I. P. WW 84 ■ .1 0 w ut ti CO 0 1n CO N EL CO COO 333a w- +1 O O Or- 00101- O. 0+0 IDr- N+1 WCLN O WOUJ 1p W 0 Z ZII a a 1- Z Z ZO O i 1-1-1-Oa VIN V)UMCOCLmCC 694+00 695+00 I25 LF PAVEMENT REPAIR (STR-031) -INTERIM & ULTIMATE GRADE AT C/L OF PROP WASTEWATER LINE 1n CO CC W 3a 3 3 + I • = 1 C40 0 ZN 0 0 . 0_ V 1 a 0 0 1- CC CJ VI 0 L) Lc_ EXIST GRADE AT C/L OF PROP WASTEWATER LINE L_l____ J" EXIST PIPE CAPACITY = 4.80 MGD PROP PIPE CAPACITY = 9.22 MGD E0.5 151 IF 71" WW 85 p 0.81% EXIST AND PROP 21" WW 85 CONFLICT 85 CONSTRUCT 151 LF 21" SDR-26 WASTEWATER PIPE N 0 t N III) 10 +1 P - 7n VI s CO 00171 N N -t0 CO . 0 < 0 21-J\ .+1nW- 0+00 • a 0 3 VI WI -+I \ a0 ZUCO - -3a -mow If1 J J ▪ 23,1 .1- ON .-2 JID U3 CC 10 - 0 a w 3 0 Z J Z a0<0O1 Z. 1/ 1.)a00.-ZID V�)iUU�wCt n 0_22% 3 w 1- 0 Z 0 7l TO - 10 N 10) 10 1- 10 0 CO J X J d W W 1a_ 2+00 696+00 12 CONFIRM EXIST 21" LOCATION AND FLOW LINE PRIOR TO CONSTRUCTION MANHOLES AND VAULTS SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. NOTE: WATER AND SEWER MUST BE IN SEPARATE TRENCH. 630 625 620 615 610 13E7 DATE I BY' DESCRIPTION IA 3/14/12 18001 REVISE NOTES I® 4/10/12 IOWFI ADD & REVISE NOTES I® 4/16/12 BDW ADD & REVISE NOTES H 1 I I I O 20 40 60 60 IH) � I� ; O 10 15 20 (1!) SCALE IN FEET UNDERGROUND UTIUTIES THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLAA'S ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEMBER 2010. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LCCATE, VERIFY, AND COORDINATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. CALL I-800-344-8377 TWO WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. I LEGEND ABANDON EXIST UTILITY -/////---/////— REMOVE EXIST UTILITY -XXXXX—XXXX EXIST ROW -••-••—••-••- PROP ROW •�•�..�..�... PROP WATER..--.-. W PROP WASTEWATER WASTEWATER ---- WW----- , ' .--' OF,•T �S11+ 640 �BRIAN D. O'NEILL� e ' 83980 /: i 635 Ih����;= THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 ®2012 0J Texas Deportment of Transportation ..tar -north tarrant express bluebonnet contractors, LLC Improving rnobility in Texas F-13499 LINA T. RAMEY & ASSOCIATES, INC. 1149 Empire Central, Suite 900 Dal las, Texas 75247 112111979-1144 - F12141979.2480 TOPE FIRM •702 jiPacheco Koch FORT YqR MRNTE%AS 76 017E617U4 2.7155 TX REC ENCIVEERCIC FIRO 6-463 DALLAS • FORT NOR111 • HOUSTON TX REG. SVR,E111IG Emu LS-100080-01 NTE SEGMENT WEST 605 21" WASTEWATER LINE 85 CITY OF FORT WORTH STA 0+00 TO 1+51 (IH 820 STA 693.69 TO STA 695+20) 600 HORZ.: 1" = 40' VERT.: 1" = 10' SHEET 1 OF 1 FOIV NO.ED. RD. FEDERAL A10 PROJECT N0. SHEET N0. 6 HP-2009(920) 1 19 STATE DISTRICT COUNTY 595 TEXAS FT. WORTH TARRANT CONTROL I SECTION JOB I H:GN14Y NO 059 I IH820 . — 0008 14 .31.\Uwq\UGN, STA. 0+00 WL 83= STA. 690+70. 31 IH820, 231.16' LT INSTALL: 1-12" CAP 1-12"X6" ANCHOR TEE 1-6" GATE VALVE 15 LF 6" WATER LINE .W/12" CASING 1-FIRE HYDRANT BEGIN PROJECT N=6991506.06 E=2336196.96 PROP 15"WW 82 PLG -- ---- WW 640 635 630 625 620 615 610 605 600 595 •a (o> - PL O•FT W t WW5( C ._. ABANDON EXIST 12" WL CONFLICT n83 AS PER UAR STANDARDS PROP 16" BARNETT! GATHERING GAS CROSSING = _Ju d_1 0 i LIMITS OF EXIST. 66" STORM DRAIN TO BE REMOVED PRIOR TO CONSTRUCTION INSTALL 375 LF 12" PVC C-900 DR-14 WATER PIPE -PROP 21"WW 85 de WW5( C) `WW5( C) - -- �- APPROX. EXIST 10" BARNETT GATHERING GAS CROSSING 691+00 z I - w n 2 . . 0 z Q.Z-, W M - Q Z m1/) WI- 80-0 3�A0 N 00 ~4 JZ U) -' J OOU 34(a-7 I. o_ +oa U 2 � to D CO '-''-in < o 4w 0 N M9Z • �a0 COto +I XU H-UW !N LD -0 WWN O, />( -DLO 4 01- 0, II J Z IG O X CC 1-NNOWJ N1(0(Oa WV)J S=* 0)-.-L, 07u r QO4LL CaF-O Ha 4 (V T4 -0, 17V 1 -3. 46% EXIST 15" V. C. P. WW 82 STA. 2.90 WL 83= STA. 693+60.09 IH820, 219.75' LT BEGIN 20" CASING APPROX. EXIST 12" EXIST 66" STORM CITY OF FORT DRAIN TO BE REMOVED WORTH WL 83 PRIOR TO CONSTRUCTION- CROSSING PROP ROW AY u_.aa _. l_ • B.."• rr: t 1,-*•_••_••_..- WW /,� 2�Of�P7� - -1,�Mh>c--�; r; L l WW5( L; EXIST ROW _ REMOVE AND SALVAGE EXIST FIRE HYDRANT AND GATE VALVE PROP 24" CITY OF FORT WORTH WW 84 CROSSING IH 820 N. FRONTAGE ROAD 692+00 I36 LF PAVEMENT REPAIR (5TR-031) M o 2 a0 H ' t- Z O! O 3710 3U N-)Z /11-,-, W + o o - EXISTING GRADE AT C/L ..nano 1` ¢ OF PROPOSED WATER LINE In Wln - XOU 4. 1-0 0 M+I L-.--OW- . CC >- W. Ino JZ LO 4a r- - . LL I- a'-'JN O. WO _1 I/`403(0 > a041iC r NOTE: WATER AND SEWER MUST BE IN SEPARATE TRENCH. 693+00 1 CONFLICT #83 INSTALL 375 LF 12" PVC C-900 DR-14 WATER PIPE 1+00 INTERIM & ULTIMATE GRADE AT C/L OF PROPOSED WATER LINE 692.70.16 ?+00 PROP 24"WW 84--� -- PI STA. 3+41 WL 83= STA. 694+11.05 IH820, 217.75' LT INSTALL 4" BLOW OFF VALVE W/8" CASING N=6991489.71 E=2336537.57 6'X6'PROP EASEMENT REMOVE EXIST BLOW OFF VALVE 3 I - I v I I C6 I ---- 1 I 3 I I EXIST 18" C. I. P. WW 84 I U I r - 0 O w U F- M: 4 CO (03 -2(2 3 -0z Cc +1 X 0 V1 J3 U) n 0 • CC N XCCU 00 +I ZLL W. 4 1 Z I- 1 LL .-.N V 4 0 J 9 3 3 3 I I 1- CC 0 h'11t- /) CO f- OIX z_ J}U 00 >: NZ) + ev0 CC a V70. 3 Lo -• R - LL 1 a NWInJ 0 ° \ >Q-04LL( I � �i 1 IRE) DATE I[4 3/14/12 4/10/12 I 4/16/12 STA. 3.74 WL 83= •,��� _;. STA. 694+39.40 IH820, 229.64' LT } ' END 20" CASING EXIST 21"V.C.P.WW 85 PROP 21" CITY OF FORT WORTH WW 85 CROSSING APPROX. 21" CITY OF FORT WORTH WW 85 CROSSING 0 APPROX. 21" CITY 1OF FORT WORTH IWW 85 CROSSING L APPROX. EXIST 66" STORM DRAIN CROSSING STA. 3+08 WL 83= STA. 693+78.08 IH820, 219.04' LT END 20" CASING 694+00 /WWY1 PI STA. 3+75 WL 83= . STA. 694+40.16 IH820, 230.29' LT .6 = 39' 53' 1 3. 50" RT _ INSTALL: 1-12" 45° HORIZ BEND 1-12"X6" ANCHOR TEE 1-6" GATE VALVE 5 LF 6" WATER LINE 1-FIRE HYDRANT - 1-12" CUT -IN SLEEVE DEFLECT PIPE JOINTS AS NEEDED -CONNECT TO EXIST 12" WL 83(E) CUT & PLUG EXIST 12" WL 83(W) - END PROJECT N=6991502.00 E=2336566.79 5'X5'PROP - EASEMENT s 0 0 N 1 L0 0010 0 Z 3�.- +1XV) o� 3 M^ .. In(O + v3 IninaoN 1., a v,aot. (h.N M N W M ,,-.> .....,'N N W O 2+1 4. .1-0 OZ+I Q^ -UWO �-1-. 1---UW(0 ,cc... Vim.-WWN 40CC In I/,--wW- 40-401 JZ(O F-CCO� JZ(0 FaCr -,y, _ LL a NI_ > Q.-04LL 18 LF 20" WELDED STEEL CASING (0.375" WALL THICKNESS)(BY OTHER THAN OPEN CUT) 3+00 CO 0 A - ;I. (OZ) N C .W 4 M� COW . 1n a 1- -na OMT Z 1 N W 0. -� a: .0 UW-^WZ- J0 LL >� a 1NW IA _I Q - 0 4 LL STA. 3.56 WL 83= STA. 694425.80 IH820, 217.85' LT BEGIN 20" CASING PI STA. 3+55 WL 83= STA. 694+25.04 IH820, 217.20' LT A = 43.09'12.18" LT INSTALL: 1-12" 45' HORIZ BEND DEFLECT PIPE JOINTS AS NEEDED N=6991062.81 E=2337312.22 18 LF 20" WELDED STEEL CASING (0. 375". WA)) L THICKNESS) (BY OTHER THAN OPEN CUT) 4 +00 640 635 630 625 620 615 610 605 600 595 BY BDO REVISE NOTES GWF ADD & REVISE NOTES BDO ADD & REVISE NOTES 20 7 DESCRIPTION 40 60 1� SCALE IN FEET 80 (H) 20 (V) UNDERGROUND UTII TIFS THE LOCATION OF EXISTING UTILITIES SHOWN ON -HESE PLANS ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARDNO TBE, ON DECEMBER 20/0. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, VERIFY, AND COORD'NATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT IAAY CONFLICT V/ITH THE CONSTRUCTION. CALL 1-800-344-8377 TWO WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. LEGEND ABANDON EXIST UTILITY REMOVE EXIST EXIST UTILITY -XXXXX%XX%X- EXIST ROW _••---------_ PROP ROW _•._._.._.._... PROP WATER PROP WASTEWATER 2BRIpTN71/40N' NEILL��sf.91'4 . 83980 1 . cl F:S..4cENE.:., ^r THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 ®2012 Texas Deportment of Tronsportotion ..gar --north tarrant express bluebonnet contractors, LLC ' Improvirgrnobitityin Texas F-13499 LT�► LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 001105, Tex0S 75247 11214)979-114/ - F12141979-2490 TBPE FIRM •182 LPacheco Koch FOROT =.NIE%A$ /6101]EBIlu412 6155 TX REC ENGINEERIII= F+1J F-969 DALLAS • FORS N09611 • HOUSTON TX REG. SUR(E)1NG FIRM LS-100080-01 NTE SEGMENT WEST 12" WATER LINE 83 CITY OF FORT WORTH (IH 820 STA 690+700TO+STA 694+40) HORZ.: 1" = 40' VERT.: 1" = 10' SHEET 1 OF 1 FDrvED. ND. HD. FEDERAL AID PROJECT N0. SHEET 110. 6 1 HP-2009(920) 1 20 5TATE DISTRICT 600')) TEXAS FT. WORTH TARRANT I �j��`� CTIDN JOB NICNNAY N0 0008 �4 059 I IH820 a ia\UWy\UUn\SHGC 1 SW 0 REV DATE /, 3/14/12 BY DESCRIPTION BD0 REVISE SEQUENCING PROPOSED MANHOLE G STA. 17+64 PROPOSED WW 82 CONSTRUCT TYPE "A" ACCESS MANHOLE W/CONCRETE COLLAR AND ODOR CONTROL DEVICE. PAMREX (RE32-R8FS) FOR BY-PASS PUMPING BY-PASSING LOCATION 3 (1 C I 1 ' CONFLICTPROPOSE82 ♦............ �E ��,/ r•_- 1 .................. ...-,11..... 1 - , PROPOSED 12„ _� i.....�:....-..�........ CONFLICT 83 41. EXISTING MANHOLE F STA. 17.17 EXISTING WW 82 FOR BY-PASS PUMPING ABANDON EXIST 15" WW CONFLICT a82 AS PER UAR STANDARDS IH 820 SEOUENCE OF CONSTRUCTION SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ODOR CONTROL DEVICE SHALL BE MANHOLE MEDIC WITH GAS - BUSTER MEDIA MANUFACTURED BY ODOR CONTROL TECHNOLOGIES (OR APPROVED EQUAL) I . H. 820 MANHOLES AND VAULTS SHALL HAVE PROTECTIVE COATING PER CITY OF FORT WORTH SPECS. N 1. Construct Temporary Water Service for Water Line 83 for all Services on Water Line 83 from Sto 0.00 to Sto 3.75. 2. Cut and Cop Woter Line 83 of Sto 3.75. 3. Construct By-poss Manholes on Existing Wostewoter Line 84 of Sto 78.09 and Sto 78.29. 4. Construct By-pass Location 1 (including plugs) from Existing Wastewater Line 84 Manhole of Sto 78.29 to Existing Wastewoter Line 84 Manhole at Sto 78.09. 5. Construct Temporary Monhole on Existing Wastewoter Line 82 of Sto 0.20. 6. Construct By -puss Location 2 (including plugs) from Existing Wastewoter Line 82 Temporary Manhole at Sto 0+20 to Existing Wastewater Line 82 Manhole at Sto 0.00. 7. Activate By-pass Locations 1 and 2. 8. Construct Proposed Wastewater Line 84 from Sto 78.19 to Sta 82.99 and Commission. 9. Construct Proposed Wastewoter Line 85 from Sta 0.00 to Sto 1•51 and Commission. 10. Tronsfer Discharge (including plugs) of By-poss Locotion 2 from Existing Wostewoter Line 82 Monhole at Sto 0.00 to Proposed Wastewater Line 82 Manhole at Sto 82.99. 11. Remove By-poss Locotion 1 (may be re -used for By-poss Location 3 below). 12. Remove Existing Wastewoter Line 84 Temporary Monhole at Sto 78.29. 13. Construct By-poss Locotion 3 (including plugs) from Proposed Wastewater Line 82 Manhole at Sto 17+64 to Existing Wastewater Line 82 Manhole of Sto 17.17. 14. Construct Proposed Wostewoter Line 82 from Sto 0.00 to Sto 17.64 and Commission. 15. Remove By-pass Locotions 2 and 3. 16. Remove Proposed Wastewater Line 82 Temporory Manhole at Sto 0.20. 17. Remove Existing Manholes and Abandon Wastewater Lines as shown on the Plans. 18. Construct Proposed Water Line 83 and Commission. 19. Remove Temporory Water Service. ---- 'LOCATION 2 POSITION 2 TEMPORARY BY-PASS MANHOLE D STA. 0.20 EXISTING WW 82 CONSTRUCT TYPE "A" ACCESS MANHOLE W/CONCRETE COLLAR AND ODOR CONTROL DEVICE. PAMREX (RE32-138FS) FOR BY-PASS PUMPING r� PROPOSED MANHOLE E STA. 82.99 PROPOSED WW 82 CONSTRUCT TYPE ",A" ACCESS MANHOLE W/CONCRETE COLLAR AND ODOR CONTROL, DEVICE. PAMREX (RE32-R8F,S) FOR BY-PASS PUMPING CUT & CAP L- WATER LINE PROPOSED 21" CONFLICT 85. ABANDON EXIST 21" WW CONFLICT #85 AS PER UAR STANDARDS EXISTI)JG MANHOLE C STA. 0.00 PROPOSED WW 82 FOR BY-PASS PUMPING BY -PASSING - LOCATION 2 POSITION 1 TEMPORARY BY-PASS MANHOLE B STA, 78.29 EXISTING WW 84 CONSTRUCT TYPE "A" ACCESS MANHOLE W/CONCRETE COLLAR AND ODOR CONTROL DEVICE. PAMREX (RE32-R8FS) FOR BY-PASS PUMPING PROPOSED 24" CONFLICT 84 BY-PASS MANHOLE A STA. 78.09 EXISTING WW 84 CONSTRUCT TYPE "A" ACCESS MANHOLE W/CONCRETE COLLAR AND ODOR CONTROL DEVICE. PAMREX (RE32-R8FS) FOR BY-PASS PUMPING 0 75 150 SCALE IN FEET LEGEND ABANDON EXISTING UTILITY PROPOSED WATER PROPOSED WASTEWATER EXISTING WATER EXISTING WASTEWATER r �- ABANDON EXIST 18" WW CONFLICT #84 AS PER UAR STANDARDS�� BY-PASSING tp .. ..... LOCATION 1 f'*'-` s.�l O. BRIAN D. O'NEILL •/O �/ ' 83980 %% ©zDlz 1 Texas Deportment of Transportation . or -north tarrant ieApr6ss bluebonnet contractors, LLC Improvir' mobility in -xns F -13499 L1I1 LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 Dollos, Tomos 75247 T1214)979-1144 - F12141979-2440 TOPE FIRM •702 225 300 Pacheco Koch FORT 10R HR11TE 5 T6 G7 0 74.2,655 17 EEC. ENCANEEPINC EEC F-469 DALLI , FORT WORTH o H041TON TY EEC. 5UR\E1110 rio, L5-100)e D-CI /...;/_../ -- /-'/-- NTE SEGMENT WEST SAMPLE BY-PASS PUMPING DETAIL CITY OF FORT WORTH SCALE: 1" = 150' SHEET 1 OF 1 FEU. RD.DIV NO. :EDERAL AID PROJECT N0. SHEET N0. 6 HP-2009(920) 21 STATE DISTRICT COUNT) _ TEXAS FT. WORTH TARRANT CONTROL SECTION JOB 1 H'CHIIAY NC 0008 14 059 IH820 REV DATE 3/14/12 BY I DESCRIPTION ED01 REMOVE & REPLACE DETAILS PRONDF RANGE OUTLET SEE NOTE ® RANGE x M.J. GATE VALVE E1-20 MATERIAL E2-20 CONSTRUCTION SEE DETA'L WJR-002 REF: E2-12 fi' MN. LEDGE FLANGE x FLAN GATE VALVE 2500 P51 CONCRETE SUPPORT ® SEAL PIPE TO WALL HOLE CUT -DOT WITH NON-SHRNK MORTAR EQUAL TO 1 PAR! ALCREIE, 1 PART CEMENT, 6 PARTS SAND. O DETAILS OF CONSTRUCTION SHALL CONFORM TO FIGLRES SAV-009 & WM-012. O CLASS 'F' (4000 PSI) CONCRETE WITH NO. 6 STEEL BARS SPACED 6' C/C EACH WAY. STEEL BAR COVER TO BE 2' MN, 3' MAX. FROM BOTTOM OF TOP SLAB AND FROM TOP OF FLOOR SLAB. ® A SWIVEL TEE OUTLET k M.J. x M.J. VALVE CAN BE USED WT H THE APPROVAL OF THE ENGINEER. CITY OF FORT WORTH, TEXAS STANDARD BLOW -OFF INTO 4' DIAMETER SUMP MANHOLE I DATE FEB 2E09 I[ WTR-015 NOTE: 1. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 2. IF COMPRESSOR TYPE JOOIT IS NOT AVAILABLE. M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. VARIABLE DIAMETER BORE TO BE LARGE ENOICJI TO PERMIT DESIGN TYPE PIPE TO BE PULLED CR JACKED THROUGH. TYPICAL BORED SECTION LONGITUONAL PEW PRESSURE GROUT AS NEEDED TYPICAL BORE MITH PIPE INSTALLED LONGITUDINAL NEW CASING SPACERS (REFER TO STD. PRODUCT UST) PEPWETER OF THE BORE DIP CARRIER PIPE E1-15 MATERIAL E2-15 CONSTRUCTION I TYPICAL END VIEW PRESSURE GROUT AROUND CASING AND CARRIER PPE. GROJT SHALL BE PBC/PORTIONED AS 1 CV. FT. OF CEMENT, 7.5 CU. FT. OF CLEAN FINE 5AN0 W47H SUFFICIENT WATER ADDED TO PROVIDE A FREE FLON1NG THICK SLURRY. CASINO PPE SEWER LINES SHALL BE SECURED BY CASINO SPACERS A5 MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING CO., ADVANCE PRODUCTS k SYSTEMS, OR APPROVED EQUAL. CRY OF FORT WORTH, TEXAS BORED CROSSING DETAIL COLLAR CONNGURATION FOR PAVED AREA MANHOLE FRAME AND - 32• DIA DUCTILE IRON COVER. (REFER TO STD. PRODUCT UST) 4000 PSI —4•41: CONCRETE 8-/4 REBARS TYP 1.42--32"{----72• ININ.—.I WN I I DATE: FEB 2007 SAN-008 COLLAR CONFIGURATION FOR UNPAVED AREA 2'x 8' x30" I.D. CONCRETE PRECAST GRADE RINGS PER A5714 C478. O REBAR SHALL BE PLACED 3' MIN. FROM TOP AND BOTTOM OF CONCRETE COLLAR. E1-14, E1-20, E1-21 MATERIAL E2-14, E2-20, E2-21 CONSTRUCTION 1OPEI �LR0 2 ROWS OF RIAM-NEK SEAL w/STAGGERED JOINTS APPROVEP EQUAL H H.— 3' TIP. CHAMFER (TYP.) 14GROUND rI 1 I: CONCRETE COLLAR HEIGHT VARIES 0 HINGED LADS ARE REOUREO ON ALL ELEVATED MANHOLES, JUNCTION BOXES AND WHERE SPECIFIED ON PLANS. (REFER TO STD. PRODUCTS LIST) $O LOCKS TO BE INSTALLED ON O HNGED LIDS OW STREETSSHALL OPEN IN THE 100-35ARHOLEUD FLOOD ELEV. AGAINST THE FLOW OF AND WHERE SPECIFIED ON TRAFFIC. PLAN. CRY OF FORT WORTH, TEXASDATE: OCT. 20)9 MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR SECTION A -A O WHERE UANH0LE5 ARE IN ME STREET, INSTALL 2 0R MORE GRADE RINGS, AS DEEDED, BETWEEN CASTING AND TOP OF PAVEMENT. SAN-009 MANHOLE FRAME, COVER. GRADE RINGS AND CONCRETE COLLAR PER SAN-009 YAM 'SEWER' CAST IN L10. •I � 2 COATS CF 1NMASNC COATING JOINTS RECOATED AFTER SECTIONS PUT TOGETHER ASIR C-70 CLASS W RCP PRECAST MANHOLE SECTIONS OR EQUAL. (REF. E2-14) USE 4000 PSI CONCRETE E1-14 MATERIAL E2-14 CONSTRUCTOR 21" GREEN P05 CAP w/W'ARNING LABEL 1" WOE GREEN REFLECTIVE TAPE 1' APART STARE G 6' BELOW CAP. 4'4 PVC (WHITE) { REFER TO SAN-009 TRENCH 11107H CONC. CRADLE •+ TO EXTEND TO PIPE BELL 0-RING GASKETS O ANTS (TYP.) 0 4' DIA. FOR SEWER PPE UP TO 21" DIAL 5' DIA. FOR SEWER PIPE 24" TO 36" DIA. • VARIES WIN PPE DIA. SEC11041 A -A SECTION R-q Notes 5' MANHOLES WILL BE REQUIRED FOR MANHOLES AT STATIONS 18.19, 78.32 AND 132.99. CRY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER MANHOLE ;T f— C P ASI UEP TWE I E1 O RN N E Faxr WORM BMW RKAMRu I11i7}7i2'4411 PM LIM II0MI0.1 F4YM6MA (0111401148011 '-1 I DATE FE8.2009 I[ SAN-003 P AS u EP TWE IEI O RN N E WI NW M rums. 0117)4114477 W asa h17141e4 M N0TF5: I. MARKERS SHALL NOT BE USED FOR 12' AND SMALLER DIAMETER SEWER LANES. 2. PLACEMENT SHALL BE AT EACH RIGHT-OF-WAY CROS0HGS AND MINOR UTILITY CROSSNGS AS ORECTE0 BY THE 550155ER. ICITY OF FORT WORTH, TEXAS SANITARY SEWER MARKER POLE DATE: FEB.2009 SAN- 022 o..\\\ is P�'. OF9"Ili rAl BR1AN D. O'NEILLO I0, T 83980 ,•' 4 o. e (l1 "FF </CENS '..:c4"g 1k S/ ``; j ©2�® Texas Deportment of Tronsportotion ..rz-north tarrant express bluebonnet contractors, LLC Improving mobility in Texas F-13499 LTI► LINA T. RANEY & ASSOCIATES, INC. 1349 Empire Central, Suite 900 Doi los, Texos 7524T 112141979-1144 - F12141979-2480 TBPE FIRM •782 Pacheco Koch FORx . TM ".S )2114E. soft - 7T� IE*6107812412 155 DALI. F1ORM •. HOUSTON'■ IIX HNEEGCSUENCIH1VEE1ERNGUGUFMIRMLSF-14 061300-UI FED. RD. DIV N0. 6 STATE TEXAS CONTROL 0008 NTE SEGMENT WEST CITY OF FORT WORTH DETAILS SHEET 1 OF 4 FEDERAL AID PROJECT N0. SHEET N0, HP-2009(920( 22 DISTRICT_ CCUVTY FT. WORTH TARRANT SECTION I JOB I H:GHIIAY NC 14 059 IH820 IREVDATE BY DESCRIPTION ILN 3/14/12 BDO REMOVE & REPLACE DETAILS NOLO DETAR. PERTAINS TO ALL GATE VALVE 92E5 4' THRU 12' OR LARGER. AS DIRECTED. E1-10 MATERIAL E2-10 CONSTRUCTION waP'l CONCRETE COLLAR PER DETNL WTR-004 IF VALVE OPERATING NUT IS MORE THAN 3' BELOW PAVEMENT SURFACE, PROVIDE EX1E11904 STEM TO 1' BELOW PAVEMENT 930110CE. (SEE OE TAR. WTR-003) MCKINLEY IRON AND STEEL CO.. NO YB5 THREE PIECE VALVE BOX OR APPROVED EQUAL. GATE VALVE TORQUE BOLTS PRIOR NV If TO BAEKFILL CITY OF FORT WORTH, TEXAS GATE VALVE AND BOX NOTE: BEARING AREAS SHOWN ARE BASED ON 150 P.S.1.0 TEST PRESSURE AND 3000 P.1F. SOIL BEARING VALUE. 3000 P9 CONCRETE (TYP.) I DATE: FEB. 2009 WTR-002 • D11EN90N 'X' MAY VARY IF NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL HORIZONTAL BLOCKING TABLE PINE •%' 11.25' 22.5' 45' 90' TEE 5 PLUG 9Z (FT.) •A• AREMN MAT( •B. 141N MAX •C• MINMAX •D. LAIN MAX' .E. I MIN MAX A VOL AREA VOL AREA VOL AREA VOL AREA VOL ( 4' 1.0 0.90 650 0.05 095 0,90 0.05 095 0,90 0.05 0.91 0.62 0.05 1.1610.50 0.05 6' 1.5 0.90 000 605 095 Q90 0.05 1.05 1.10 0.05 1.73 1.09 005 1.19 1 1.41 0.05 ( 0' 1.5 0.40 0.40 0.0$ 095 0.90 0.05 1.41 200 0.05 1.06 147 010 1.57 2.46 0.10 I10' 14. 090 0.60 005 1.16 1.60'b05 1.79 120 0.10 2.16 562 020 1.091119e 0.15 f2'^- L5 1.10 1.20 0.05 1.46 230 0.10 214 4.50 020 2.53 100 030 2301156 0.20 4e' 20 1.41 2.00 0.10 2.00 4.00 0.10 253 6.00 0.40 3.75 14.10 0.65 3.15110.00 0.50 20' 2.0 1.77 3.10 040 254 0.20 0.30 152 12.40 1160 4.70 2200 1.15 194115.55 0.75 24 2.0 214 4.5o 026 3.00 9.00 0.50 4.26 1110 0.95 6.66 3206 1.05 4.76 12260 1.05 30' 2.5 2.66 7.10 0.55 176/ 14.201 1.00 5.30 2020 1.75 7.05 4260140 5.91 3533 L40 36' 25 133 10.00 0.75 4.5620.40E 1.40 6.36 4000 265 150 7200 110 7.20 151.00 295 Ii 42' 10 322 moo 1.20 125 27.661 270 7.41 5130 4.10 9.90 97. 17.90 030 1,69.00 4.73 46' 10 4.36 1130 1.60 600 36.001 290 6.45 7200 1/0 11.14 126 10.40 9.50 100.03 6.15 56' 4.0 4.0 2256 4.0 6.70 4500 7.00 9.40 0600 10.00 I300162. 16.00 10.7011100 12.00 NOTES: MINIMUM AREAS SHOWN ARE IN SQUARE FEET. VOLUMES SHOWN ARE IN CUBIC TAROS. VERDCAL DI4EN90N5 OF ALL BLOCK BEARING AREAS SHALL BE IDENTICAL TO THE HORIZONTAL O0EN90H SHOWN. El -20 MATERIAL E2-20 CONSTRUCTION i CITY OF FORT WORTH, TEXAS HORIZONTAL BLOCKING I DATE FEB.2009 WTR-008 COLLAR CONFlGURA0ON FOR PAVED AREA 4000 PSI CONCRETE • 8-/4 REBARS TYP. CASE 1 CASE 2 C65E1 COLLAR SHALL E%TENO TO TOP OF 2:27 CONCRETE (REBAR REQUIRED) CASE_. COLLAR SNAIL BE 8' THICK (REBAR REOUW5) E1-20, E1-21 MATERIAL E2-20, E2-21 CONSTRUCTION 3000 PSI CONCRETE SECTION A -A COUAR CONFlGU84509 FOR UNPAVED AREA j :tr• ,` /�- 3' TYP. CITY OF FORT WORTH, TEXAS GATE VALVE CONCRETE COLLAR BELL -BELL BEND TYP. RUBBER GASKET JOINT 6, BELL -BELL BEND 3000 P9 CONCRETE KEEP A MIN. OF 1'-0' CLEARANCE BETWEEN CONCRETE AND JOINTS OR BOLTS C14 C.I. PIPE. 0R IN EXCESS OF I'-0' A5 DETAILED. El -20 MATERIAL E2-20 CONSIRUCPCN BEND 4' 010611ER (TYP.) 0 REBAR SHALL BE PLACED 3' 640. FROM TOP AND BOTTOM OF CONCRETE COLLAR. I DATE: FEB. 2000 WTR-004 TRENCH YAWN: I. PIPE 24' I.D. AND SMALLER - 24' OR 0.0. + 12' WHICHEVER IS GREATER. 2. PIPE LARGER THAN 24' = 0.0. OF PIPE + 18'. 3. CRADLE SHALL EXTEND A MIN. OF 6' BEYOND EACH 90E OF PIPE. 3000 P9 CONCRETE MECHANICAL JOINT / MAIN / -Q- - BELL AND SPIGOT JOINT CITY OF FORT WORTH, TEXAS CONCRETE CRADLE NOTE: WHEN CRADLE IS SHOWN OR SPECIFIED FOR INSTALLATION ON CONCRETE PIPE, THE FULL JOINT LENGTH OF THE PIPE OR RTIING SHALL BE CRADLED. I DATE: FEB. 2002 WTR-009 CONCRETE- L BLOCKING ., MAIN EIOSTINO OR PROPOSED CURB PAVEMENT OR OTHER 91RFACE BASE TRENCH 11.J ANCHOR TEE OR M.J. ANCHOR COUPLING 6' LEAD FROM 4AJN5 ��I1.kE DOSING OR :.6:9 r PROPOSED CURB •••}i4 /-BOTTOM L�.t. / REST CONCRETE BLOCKING FI RE EE HYDRANT IRE NOTE; FIRE HYDRANT SHALL BE PLACED T' FROM ROW LINE. El -12 MATERIAL E2-12 CONSTRUCTION i EXISTING OR PROPOSED !�� r r::�'i+:ir^�J ti('j�)4LCi° CONCRETE BLOCKING NRE NTORANT EXERCISE CARE TO AVOID PLUGGING DRAIN HOLE YOH CONCRETE 18' 41164UU FROM GROUND. PER FIRE DEPT. MAN-} CITY OF FORT WORTH, TOOLS STANDARD FIRE HYDRANT CLASS 'B' (2500 PSI) CONCRETE /1 STEEL BAR WRAP PIPE MMTH 15/ ROOFING FELT FORM AS NECESSARY PIPE NOMINAL DIAMETER ON.) El -20 MATERIAL E2-20 CONSTRUCTION Numb I FIRE NTDRANI TO BE SET PLUMB BREAKER RNG r/ BREAKER STEM PARKWAY EXTENSION BARREL AND STEM FOR EXTRA BURY DEPTH IF NECESSARY MINIMUM 7 C.F. GRAVEL PROPORTIONALLY AROUND BASE CONCRETE a00NG CONCRETE REST 12'02'X6' COVCR 1E BLOCKING DOTE FEB.2009 I WTR•006 NOTE: KEEP CONCRETE CLEAR OF PIPE .ONTS AND BOLTS BENDS 90' 45' 225' 11.25' •VOL. REO'D.(C F.) 39.99 21.64 11.03 5.54 6 A (FT.) 2.50 1.42 1.00 Q75 B (FT.) 4.00 160 3.36 2.75 C (FT.) 4.00 3.88 3.36 2.75 •VCL REO'D. (C.F.) 71.09 35.47 19.61 9.85 A (FT.) 2.03 1.67 1.50 1.00 8 (FT.) 5.00 4.80 166 3.20 C (FT.) 3.00 4.50 3.66 120 900E RE0'D. (C.F.) 111.07 60.11 30.65 15.40 f0 A (FT.)125 1.92 1.75 1.50 8 (FT.) 5.90 5.60 4.25 3.25 C R.) 5.90 5.60 4.25 3.25 9V0L REVD. (C.F.) 159.94 86.56 44.13 22.17 I1 A (FT.)4.17 242 1.42 1.25 8 (FT.) 6.20 6.00 5.54 4.20 C (FT.) 6.20 6.00 5.54 4.20 •`ALINE CALCULATED ON THE BASIS OF CONCRETE REACTING THRUST ON THE RESPECTIVE BENDS UNDER AN INTERNAL PRESSURE OF 150 PIG AT THE RAZE OF 150 LB. Wt. PER CUBIC FEET OF CONCRETE B CITY OF FORT WORTH, TEXAS EXAMPLE A VERTICAL TIE -DOWN BLOCK DATE: FEB.2009 I WTR-010 o F T l ll p BRIAN D. O'NEILLO ll ' 83980 1k %4V::::!:!Q'' ©2012 Texas Deportment of Tronsportation ..or -north tarrant enpress JGIALLS—O— J4eI bluebonnet contractors, PLC Improving mobility in Texas F-13499 L INA T. RAMEY 6 ASSOCIATES, INC. 1349 E10ire Central, Suite 900 Dnl los, Texas 75247 112144979-1144 • 1112141979-2480 TBPE FIRU e702 INTX REC. ENGINEERING FIRM F-469 DALLAS • FORTNORTH • HOUSTON TX REG SURVEWNG FIRM L5-10CU00-01 Pacheco Koch FOORRT WWORTH. TEXAS 07E8177..412.7� 5 FED. HU. DIV N0. 6 NTE SEGMENT WEST CITY OF FORT WORTH DETAILS SHEET 2 OF 4 FEDERAL AID PROJECT NO. SHEET N0. HP-2009(920) 23 STATE DISTRICT TEXAS FT. WORTH CONTROL SECTION 0008 14 —10..3I- \JWQ\JON\SNt COUNTY 71 TARRANT JOB GHNAY NO 059 1 N(1H820 !REV DATE BY DESCRIPTION IL? 3/14/12 BD0 REMOVE & REPLACE DETAILS LOI LOOPED SYSTEM EXTEND PIPE RISER MOW GROUND LEVEL II I I `ITT POLY -PIG L GATE VALVE . INSTALL CT WYE AT ENO CFI M. S NENE. 3. RECONNECT TO OUSTING USINGM. SLEEVE. 3. AFTER CLEAFNG 11111 POLY -PIG, REMOVE CLEANING WYE. El-7 MATERIAL E2-7 CONSTRUCTOR N0. 4 BARS. EACH WAY NON -LOOPED SYSTEM EXTEND RIPE RISER ABOVE GROUND LEVEL POLY-P10 INSTALL M.J. WTE AT TERMINAL END OF MAN. 2 PLUG THE STRAIGHT RUN OF THE WYE A5 SHOWN. J. AFTER CLEANING MTH POLY -PIG. REMOVE CLEAN NG WYE. CITY OF FORT WORTH, TEXAS DATE FE8.2009 CLEANING WYE DETAIL FOR LOOPED AND NON -LOOPED SYSTEM 12" AND UNDER WTR-023 Ill 0 A A O VARIABLE TRENCH WIDTH. CLASS 'B' (2500 PS) REINFORCED CONCRETE SUPPORT BEAM AND ENCASEMENT LENGTH 5411 BE MEASURED A5 THE STANDARD TRENCH WORE, (REF. E2-2.16). PLUS FOUR FEET (4'). A MINIMUM BLARING OF 24' ON UNDISTURBED EARTH SHALL BE RECU.RED ON EACH SIDE OF THE TRENCH. T Exsnxc SURFACE EXISTING SEWER UNE 12' C/C TYP. PROPOSED WATER MAN OS' TIP. Q VARIABLE TRENCH WIDTH. PPE LENGTH SHALL BE MEASURED AS STANDARD TRENCH WIDTH, (REF. E2-2.16). PLUS FOUR FEET (41 NO J0'NTS WLL BE ALLOWED WITHIN TH:S DIMENSION. A MINIMUM BEARING OF 24' SHALL BE REOLARED ON EACH SIDE OF THE TRENCH. O SEWER LINES LESS THAN TWELVE INCHES (121 Al DIAMETER SHALL BE REPEALED VEIN CLASS 150 CAST IRON PIPE THE JOINING OF DUCTILE IRON PPE TWIT PROTECTOR 401 INTERIOR COATING AW.WA 03 C-900, CONCRETE PIPE DR SDR-26, AS DIRECTED BY THE ENGINEER, SHALL BE MADE WEN URETHANE OR NEOPRENE COUPLING ASTM C-425 SERIES 300 STAINLESS STEEL COMPRESSION STRAPS 0R WITH APPROVED ADAPTORS. ® THE MN -MUM CLEARANCE OF SEWER TO WATER LINES SWILL BE EIGHTEEN INCHES (181 Ei-7 MATERIAL E2-2 CONSTRUCTION &F441PiiI 3' TIP. Ui TYR. /6 GAUGE WELDED WRE MESH, LENGTH CC ENCASEMENT MINUS 3" OUTSIDE DAME TER OF BELL 3' TYP 6" C/C 11P. SECTION A —A 0 CLASS '6' (2500 PR) REINFORCED CONCRETE SHALL BE USED IN CONSTRUCTION OF A SUPPORT BEAM AND ENCASEMENT FOR SEWER LINES TWELVE INCHES (12") W.METER AND LARGER. SEWER LINES LESS THAN TWELVE INCHES (12') D'AMETER. KIR1 EXCEPTION OF SEWER SERVCE LINES. SHALL BE REPLACED BY DUCTILE IRON PIPE 0R SIN 26 OR SUPPORTE0 BY AFOREMENTIONED CONCRETE ENCASEMENT. E1-20 MATERIAL E2-20 CONSTRUCTION CITY OF FORT WORTH, TEXAS SANITARY SEWER PIPE TRENCH CROSSING I DATE. FEB.2002 WTR-019 CITYOF FORT WORTH, TEXAS SANITARY SEWER PIPE REPLACEMENT I DATE FEB.2009 WTR-018 UNIUUM 6' IN R4. BACKFILL COVER MINIMUM 6" EMBEDMENT TYPE "C" BACKIAL SEE SPEC. E1-2.4 G.C.D. S440 MATERIAL EMBEDMENT & INITIAL BACKED_ SEE SPEC. E1-2.3 C.C.D. WATER: _SIZES UP TO AND INCLUDING 12. MINIMUM 12- INITIAL 6ACKTILL COVER MINIMUM 6" EMBEDMENT SAND GRADATION •LE55 THAN 10X PA55'NG /200 SEINE • P.I. = 10 0R LESS TYPE C' BACK/AI SEE SPEC E1-7.4 G.C.D. FILTER FABRIC- SUPAC-HEAVY GRADE SNP (UV) 0R APPROVED EOUAL. CRUSHED STONE SEE SPEC. E1-2.3 C.C.O. WATER: SIZES 16' AND LARGER SANITARY SEWER: ALL SIZES NOTE: SPECIDCATKX4 REFERENCES ARE FOR WATER AND SANITARY SLIVER ONLY. MATERIAL. SPECIFICATIONS THE EMBEDMENT AND BACKFILL DETAILS PROMDED ON THIS SHEET SHALL REPLACE APPROPRIATE PROVISONS OF E1-2.1(0) AND EI-2.3 OF THE GENERAL CONTRACT DOCUVENTS AND SPEOFICATIONS FOR WATER DEPARTMENT PROJECTS (C.O.D.) ALL OTHER PRO0SONS Or THESE ITEMS SHALL APPLY, PPE S2E DITCH WALL I.D. CLEARANCE INROAD/ -A CRUSHED STONE GRADATION I 6- 5 I B- 5" SIEVE SIZE RETANED 1 1n- 6.5- i6- 1- 0-10 I 1fi2"- 6- W. 40-75 I 20' 6- )fi- 55-90 I 24- 6- 30 /4 90-100 .- II- 9 — /8 95-100 I 9- 1 48- 9- NPb i CITY OF FORT WORTH, TEXAS WATER AND SANITARY SEWER EMBEDMENT AND BACKFILL DETAILS IDATE NOV 2010 WTR-029 0 F`\kA\ ,:;.lc 97.• 6 ,�,T ',..1k.III IBRIAN D. '''ILLO Il 83980 I ; ©2012 R J Texas Deportment of Transportation north tarrant e.•.piroS5 bluebonnet contractors, LLC Improving mobility in 1emm, F-13499 LTIX a/ LINA T. RAMEY & ASSOCIATES, INC. 1349 Empire Centro', Suite 900 001109, Texos 75247 11214)979-1144 - 41214)979-2480 TOPE FIRM •782 Pacheco Koch FORT WORTH, TEKAS 761017E817.412.715 Tx REC. ENCIV EER111C FIRM F-x67 DALLAS • FORT WORTH • HOUSTON Ix REG 5L'NVEwt. FIRM LS-IOC nu-01 NTE SEGMENT WEST CITY OF FORT WORTH DETAILS SHEET 3 OF 4 FEU. HU. ❑IV N0. FEDERAL AID PROJECT N0. SHEET I/O, 6 HP-2009(920) 24 STATE DISTRICT _ COUNT TEXAS FT. WORTH TARRANT CONTROL SECTION JOB 1 H:GHNAY NC 0008 I4 059 IH820 a:wwu-a ‘nie -io.y ,dwuwt IREV DATE IL 3/14/12 BY DESCRIPTION BD01 REMOVE & REPLACE DETAILS //--EXISTING CURB dc I CUTLER EXISTING SUBDIADE (I- ANY) , TRENCH REPAIR LM115, 2- MIN. HMAC (SEE NOTE 1) 6- MIN. COMPACTED PikFLEX -BASE MATERIAL Ell PIPE air DITCH WALL BACKFILL MATERIAL PER CETAIL WTR-029 (SEE NOTE 3) NOTES: 1. PLACE A W.MUM CF 2' HIAAC SURFACE COURSE (TYPE 'D- UM) TO MATCH FASTING HUAC PAVEMENT f,RA3F A5 5H0AN. 2. PLACE COMPACTED FLEX BASE MATERIAL AS SHOYM 3. FLOWABLE FILL NAY BE REOLAREO TO BACKFILL ALL TRENCHES IN D31NTOYAI STREE-S AND 15 OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL 15 REWIRED. A SEPARATE PAY ITEM WILL BE PROVIDED FOR SUCH a. ALL CONSTRUCTION MUST BE R. ACCORDANCE WITH THE CITY OF FORT MORN STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CDNSIRUC1DN, CITY OF FORT V/ORTH. TEXAS TEMPORARY ASPHALT PAVEMENT TRENCH REPAIR DATE: JULY 2009 STR-030 CLASS 'A' REINFORCED CONCRETE PAVEMENT REPLACEMENT TO THE NEAREST JOINT OR CURB. • la��i=g=ngn91=R= µ III^�11<^.,..• •1:,2,<r��""'�'n�[il�l� EXISTING SUBGRADE (IF ANY) DITCH WALL SEE DETAIL STR-035 EXISTING CONCRETE PAVEMENT EXISTING CURB & GUTTER lelf-�II 0' II=TI'R=11=11=n- � =n#nl=Ryual JI=i 1� �i% EXISTING CONCRETE JOINT BACKFILL MATERIAL PER DETAJI WTR-029 (SEE NOTE 1) Hogs 1. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL 15 REWIRED, A SEPARATE PAY RDA WILL BE PROMDEO FOR SUCH. 2. RONFO4RCEO CONCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL DEPTH, OR 70 A MINIMUM OF 6'. WHICHEVER IS GREATER. 3. PLACE 6' OF 2:27 CONCRETE AS MOM. I' OF REINFORCED CONCRETE MAY BE SUBSTITUTED FOR EVERY 2' OF 2:27 CONCRETE. 4. REINFORCEMENT OF CONCRETE MUST MEET CITY STANDARD OR MATCH 00511NO, WHICHEVER IS GREATER. 5. ALL CONSTRUCTION OUST BE IN ACCORDANCE YAN THE CITY OF FORT WORTH STANDARD SPECFCATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. r4Pni I GUYOF FORT WORTH, TEXAS REINFORCED CONCRETE PAVEMENT TRENCH REPAIR I DATE: JULY 2009 STR-031 OF`\�s ��ptE .,. TeIN r• r y' (v) p BRIAN D. O'NEILL 9 6 T 83980 r (k SSl ,.......Ql E ©zDl z 0.0 Texas Deportment of Transportation ..ar-north tarrant express bluebonnet contractors, PLC Improving mobility in Texas F-13499 LT1% LINA T. RAMEY & ASSOCIATES, INC. 1349 Empire Central, Suite 900 00110s, Texas 75247 11214)979-1144 - 0(214)979.2480 TBPE FIRM e782 Pacheco Koch FAT 6061 .TIE AS U17 81141211 5 11141 ,X REC. ENGINEERING FPO F-<69 DALLAS . FORT WORN • HOUTTON TX REG. SVRSEANG FIRM L5-100080-01 FED. R0. 01V N0. NTE SEGMENT WEST CITY OF FORT WORTH DETAILS FEDERAL A10 PROJECT N0. 6 HP-2009(920) STATE DISTRICT TEXAS FT. WORTH CONTROL SECTION 0008 14 10..1D\UwODUN\SNLLISV'fCKUUL 4\UUMW_ULIAILS_O..OVn SHEET 4 OF 4 SHEET 110. 25 COUNTY TARRANT — - JOB H:GHNAY NC 059 IH820 OWNER INFORMATION: ORT WORT CITY OF FT WORTH 1000 THROCKMORTON ST. FT WORTH, TX 76102-6311 817-392-8480 MAIN 817-392-8195 FAX ATTNI JOHN R. KASAVICH, P.E. ENGINEERING CONTACT INFORMATION, LINA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Control, Suite 900 Dollos, Texas 75247 214-979-1144 MAIN 214-979-2480 FAX ATTNI LILAH RAMEY, P.E. TBPE FIRM e782 D&C c/o CSJ ENGINEERING ASSOCIATES, LLC POST OFFICE BOX 630797 IRVING , TX 75063 ATTNI SCOTT COLTER, P.E. 512-750-3974 MAIN TBPE FIRM •10814 SHEET INDEX CONTRACTOR INFORMATION: bluebonnet contractors, t-LC BLUEBONNET CONTRACTORS, LLC 6851 NE LOOP 820, SUITE 102 NORTH RICHLAND HILLS, TX 76180 817-510-3357 MAIN 817-510-3691 FAX ATTNI SCOTT STOCKBURGER, P.E. Pacheco Koch DAIIAS . FOR1WORIII PUIUSTON PACHECO KOCH CONSULTING ENGINEERS, INC. 6000 WESTERN PLACE DRIVE, SUITE 625 FORT WORTH, TEXAS 76107 817.412.7155 TX REG. ENGINEERING FIRM F-469 TX REG. SURVEYING FIRM LS-100080-01 SHEET NO. DESCRIPTION 1 TITLE SHEET 2 WATER KEY MAP AND CONTROL POINTS 3 - 5 GENERAL NOTES 6 WATER LOCATION MAP 7 WASTEWATER LOCATION MAP WATER/WASTEWATER UNE IMPROVEMENTS 8 12'WATER LINE (CONFUCT ID 1591- STA 0.00 (lH 35 STA 643.51.201 STANDARD DETAILS 9 - l0 CITY OF FORT WORTH DETAILS STATE OF `TEXAS DEPARTMENT OF TRANSPORTATION STA . )QI PLANS OF PROPOSED E HIGHWAY HAY IMIPROVEMEN ASSEMBLY U-NUMBER: 820-U-0506 CONST. CSJ: 0014-16-194 NORTH TARRANT EXPRESS TARRANT COUNTY CITY OF FORT WORTH WATER DEPARTMENT WATER LINES CONFLICT NUMBER 159 DENTON COUNTY DISTRICT 18 JOHNSON COUNTY PROJECT LOCATION N.T.S. © 2011 by Texas Department of Transportation; all rights reserved , pF FF1P,) *''*II �BRIAN D. O'NEILLI � e 83980 i ;t 4400-17. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P, E. 83980 10/25/11 PROFILE ADDED 70 PLAN SHEET APPROVED BY: CITY OF FT. WORTH ANOREW T. CRONBERG, P.E. DATEI ASSISTANT DIRECTOR, WATER DEPARTMENT APPROVED BY' BBC APPROVED BY1 PACHECO KOCH SCOTT STOCKBURGER, P.E. DATEI BRIAN D. O'NEILL, P.E. DATEI ULSIGN FED.RD. L T R DIV.NO, GRAPHICS I 6 LTR STATE LHLLK FEDERAL AID PROJECT N0. HP-2009(920) DISTRICT COUNTY LTR TEXAS FTW CHECK LTR CONTROL SECTION TARRANT JOB HIGHWAY NO. IH 35W SHEET NO. 1 0014 16 194 SHEET 1 OF 1 IREv1 DATE DESCRIPTION 1 0 0 O W00 O IAJ 0NCo4 N 0 N a >70 1 1 IX a m-.`' vi It = � JF 1- � �It A_111Z44 • �IlE, } ��'� '� It(I, CI. 1 Llei t'3°! 71Uc�i -')r7 .r j MI ONe-WN ?•_ ON W0t- O N > N 4 CO 4 J6.1-. 0.F mule 1- O. 1/1 CP#31 CC —00 000 I--WQ. cwa 4Z4 wz4 11 - I CP#32 W z O N O Or- N 1VV1 4u0 IAJ Cr l UM. Ij A._ IH820 T I 1i i _ 0 Lim tX ON034 001/1 VI00 IA 0- >~-0. I H 8 2 0 o •\ • \ W I' Or` CO 4 OIL 000 J W 0- 2 4 CONTROL NORTHING EASTING ELEV POINT 31 6989445.07 2333616.32 623.04 32 6988732.87 2333595.58 614.48 0 00 N = 0 V1 Z J X 000 LI WI- a. -al r,- � —1>Z Y - JcAdIC37 i9 CT'f h1.�Z-r�l� 1 ;, ----, • 0 CI • N -JUJU' 03C1CO Na14- O�N ZU0 ¢I-O. W 2 4; f.r `\� BRIA:):O: EILL$rl 83981 o146 '' THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P. E. 83980 ©2 ,0 Texas Deportment of Transportation ,sac— north tarrcnt express bluebonnet contractors, LLC Improving mobility in Texas F - 1 3499 LT-1 Pacheco Koc. SLATE 625 5 h FORT 6000 NWORTH. TEXAS 76107E817.412 715� ATX REG. ENGINEERING FIRM F-469 9 DALLSS . FORT NORTH . 110USFON Tx REC. SURVEYING FIRM L5-100080-01 7 LINA T. RAMEY 8 ASSOCIATES, INC. 1349 Enplre Centrol, Suite 900 Delius, Taxes 75247 712141979-1144 - 012141979-2480 TBPE FIRM .782 NTE SEGMENT WEST WATER KEY MAP AND CONTROL POINTS SCALE: 1" FED. R0. DIV N0. 6 STATE DISTRICT TEXAS FT. WORTH CONTROL SECTION 0014 16 1500' SHEET 1 OF 1 ) FEDERAL AID PROJECT N0. SHEET N0. HP-2009(9201 2 JOB 194 COUNT TARRANT HIGH6AY NO IH 35W REV DATE I BY I DESCRIPTION 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. AH utility installations shall meet or exceed the TxDOT Utility Accommodation Rules (UAR1 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 4202, and according to measurements based on the TxDOT RTK/VR5 Network. The official combined scale factor is established system wide as 1.00012 (as published by TxDOT (or Tarrant County) to convert coordinates from grid to surface. Alt coordinates and distances will be published as surface values. Project site control is also established with the North American Vertical Datum of 1988 (NAND 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 unities 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 shag 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 shad 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 compfete 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 tree 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 in compliance with TMUTCD, 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 tree 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 Rushing 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. 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. All water lines 12 inch and smaller shall be PVC pipe and shall at a minimum conform to AWWA standard C-900 (latest edition),with a SDR of 18, Class 150, blue in color with NSF seal. All water lines 16 inch and greater shall be C303 pipe and shall at a minimum conform to AWWA standard C•905 (latest edition) with a SDR of 18, Class 150, blue in color, with NSF seal. Ail 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 5DR 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 lire hydrants as well as valves 12" and greater from all water lines to be abandoned. 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 • AT&T • Atmos Energy • Barnett Gathering (XT0) a. • Charter Communications • Chesapeake Energy • City of Bedford • City of Euless • City of Ft. Worth • City of Hunt • Haltom City • North Richland Hills • City of Watauga • CrossTexEnergy • Enterprise ix Pipeline a. a. a. Greg a. • Explorer Pipeline • Fiberlight Communications • Level (3) Communications • 0ncor Electric Delivery a. b. • Qwest Communications • Sprint Communications • Sunoco Pipeline • Time Warner Cable • Trinity River Authority (TRA) • TW Telecom of TX • Verizon Business • BBC Pete Neilsen 214.252.7934 Crary Tilory 817-338-6202 William Day 817-215-4368 Farrell Gray 817.885.2366 Jeryl White 817-846-7754 Peter Ligon 214.695.3034 Tim Gilpin 817-718-6863 John Kubala 817.952.2248 Bill Shelton 817-952.2220 Ron Young 817.68S-1646 John Kasavich 817-392-8480 Joe Sherwin 817-788-70130 Ron Haynes 817-788-7180 Tom Ice 817-834-9036 David Faiin 817-834-9036 Van Nieuwenhuize 817-427-6400 Johnie Reagan 817.814.5806 Warren Redd 817-721-9320 Jeryi White 817.846-7754 Don Brown 719-381-6311 Chance Gipson 918.493.5152 Chris Blgley 214.714-0296 Jason Mechlem 214-443-2720 Gary Wilson 817.215.6017 Alton Gillit 817.215-6141 Randy Bell 940-497-7530 Scott Whaley 972-720-2989 lames Stuart 214.289.5105 William Chaparro 817.637-6467 David Cheney 214.320.7406 Ron Tamada 817.493-5100 Tom Westendarp 972-455-7907 Erik Baker 972.729.6079 Scott Stockburger 817-510-3557 ©201® Texas Department of Transportation .c north tarrant express bluebonnet contractors, LLC Improving mobility in Texas LT-1% LINA T. RALIEY 6 ASSOCIATES, INC. 1849 Empire Central, Suite 900 Dallas, Texas 75247 T12141979-1144 - F12141979-2480 TOPE FIRM •782 7, Pacheco Koch FORT NOR%ESTERM.NTEXAPLA56107 B177417.7,55 ■ TX REG ENQNEERINC nR4 F-469 DALtAS • FORT WORTH • HOUSTON Tx REG S0RVEOTNC 5R4 LS-100080-01 FAED. H0. N0. 6 STATE TEXAS CONTROL 0014 NTE SEGMENT WEST GENERAL NOTES FEDERAL AID PROJECT N0. HP-20091920) DISTRICT FT. WORTH SECTION 1 JOB 16 194 01E-Ni Eti01,000 0. ] 1 ; \Uw0\UGN\ MEE I $ SHEET I OF I SHEET NO. cow') 3 TARRANT HIGHT/AY NO iH35W Genera' Nth 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 MUTCO). 3. LANE CLOSURES (IF REQUIRED) ARE ONLY ALLOWED BETWEEN 900 AM AND 4:00 PM MONDAY THROUGH FRIDAY. LANE CLOSURES ARE NOT ALLOWED IN INCLEMENT WEATHER OR IF THE PAVEMENT IS WET 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. PRIOR TO OPEN CUTTING EXISTING PERMANENT DRIVEWAYS WITHIN Tx00T RIGHT-OF-WAY, THE UTILITY CONTRACTOR WILL COORDINATE THIS CONSTRUCTION ACTIVITY WITH THE ADJACENT PROPERTY OWNERS FROFERTY INGRESS AND EGRESS MALL BE MAINTAINED AT ALL TIMES. DRIVEWAYS WILL BE RESTORED TO AS GOOD AS THEIR ORIGINAL CONDITION, 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 TXDOTS UTILITY LINES THAT OPERATE TRAFFIC SIGNALS, FLASHING BEACONS, OR STREET LIGHTING. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT TXDOT FOR LOCATIONS OF SUCH FACILITIES. IF ANY DAMAGE OCCURS TO TXOOT'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 NONMETALLIC PPE. 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 8E REMOVED FROM TXDOT ROW AND THE JOB GTE 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 TMUTCD. 16. ANY TREES AND LANDSCAPE LOCATED ON PRIVATE PROPERTY ARE CONSIDERED PROTECTED. CONTRACTOR 15 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 RREVENT 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 RACE. 2. CONTRACTOR IS CAUTIONED THAT ONE -CALL LOCATES UTILITIES THAT SUBSCRIBE TO THEIR SERVICE ONLY. CONTRACTOR IS RESPONSIBLE TO CONTACT NOTED UTILITY STATE OF TEXAS DEPARTIVFNr OF TRANSPORTATION 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 ONPLANS ARE BASEOON 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 UTILTY ASSIGNMENT. 5 CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE PUBLIC IMPROVEMENTS. INCLUDING BUT NOT LIMITED TO EXISTING UTIILITIES. 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 RESPONGBLITY TO PACE 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 SD. 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 VACINITY, CONTRACTOR MUST COMPLY WITH RELATED OVERHEAD UTILITY OWNER'S POLICY ON PULE SUPPORTING. 14. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE RESULTING FROM HISMETHOD IN CONDUCTING WORN. 15. TRENCH BACKFILL MUST BE COMPACTED TO COMPLY WITH TXDOT STANDARD SPECIFICATION ITEM 400. ANY AND ALL SETTELMENT 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 ANDIOR PERMITS RELEVANT TO IT. ANY AND ALL EQUIPMENT ANDIOR MATERIAL LEFT IN THE TXDOT ROW OVERNIGHT MUST BE SECURED AND FROTECTED IN ACCORDANCE WITH TXDOT STANDARDS. 18. CONTRACTOR SHALL AVOID MANEUVERING MACHINERY AND EOUIFMENT 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 ORAPPROVED EQUIVILENT. 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 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 MANHOLE MAY NOT BE ABANDONED UNDER PROPOSED PAVEMENT. ALL OTHER MANHOLE ABANDONMENT WITHIN TXDOT ROW WILL BE CONSIDERED ON A CASE-BY•CASE BASIS AND ABANDONMENT REQUEST MUST BE SUBMITTED WITH THE UTILITY ADJUSTMENT ASSEMBLY PACKAGE. 22 FOR T4 HANDHOLES 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. ALL EXISTING MANHOLES UNDER PROPOSED PAVING SHALL BE REMOVED. 23. CONTRACTOR IS CAUTIONED THAT DIRECTIONAL BORE LENGTH INDICATED ON FLANS ACCOUNTS 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 AD,AIST 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 HOURSOF SOIL DISPOSAL. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE IN RACE PRIOR TO START OF CONSTRUCTION, AND MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 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 ENSURE THEIR INTENDED PERFORMANCE 7, ALL BORE PITS MUST BE PROTECTED WITH SILT FENCING ON THE DOWNSLOPE S1DE 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 15 TO TAKE PLACE OUTSIDE OF LOC OF THE NTE, ALL APPLICABLE RESTORATION INCLUDING REVEGETATION USING TXDOT STANDARDS SHALL APPLY. 12 BORING MUD MUST BE DISPOSED AT A LOCATION APPROVED BY THE PROJECT INSPECTOR, 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. WIIEN 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. BENI DESCRIPTION Ozo11® Jr Texas Deportment of Transportation .44, north tarrant expres. bluebonnet contractors, LLC Improving rnobiRty in Texos LT t Pacheco Koch FORT VY£MS0?,, "TEX 5 7610)£81SLATE J 2.� 55 9 Tx REG ENGINEERNG REM F-469 DADA'S • FORT WORTH • HOUSTON Tx REG. 502\£9HG REM 15-100080-01 NTE SEGMENT WEST )ED. Hu. DIV N0. 6 STATE TEXAS CONTROL 0014 L1NA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Central, Suite 900 Dollas, Texas 75247 812141979-1144 - F12141979-2480 TBPE FIRM •782 GENERAL NOTES TXDOT SHEET 1 OF 1 FEDERAL AID PROJECT N0. SHEET N0. HP- 2009(920) 4 DISTRICT COI71T FT. WORTH TARRANT SECTION JOB HIGHNAY NO 16 194 I 35W GENERAL CONSTRUCTION NOTES 1. THE PROPOSED WATER AND/OR SEWER MAINS AT TIME WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, FENCES, TREES, SHRUBS, GAS MAINS, TELEPHONE CABLES, TEE CABLES, DRAINAGE PIPES, UTILITY SERVICES AND ALL OTHER UTILITIES AND STRUCTURE BOTH ABOVE AND BELOW THE GROUND DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY OWNERS PRIOR TO ANY CONSTRUCTION IN THE AREA AND VERIFY THE ACTUAL LOCATION OF ALL BURIED UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND AND OVERHEAD FACILITIES AND BE RESPONSIBLE FOR ANY DAMAGE HE MAY CAUSE TO THEM. THE CONTRACTOR. SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: FORT WORTH WATER DEPARTMENT INSPECTOR FORT WORTH TRANSPORTATION & PUBLIC WORKS 817-392-8296 TXU ELECTRIC 800-344-8377 ATMOS ENERGY 800-545-6005 AT&T 800-395-0440 CHARTER COMMUNICATIONS 800-344-8377 FORT WORTH LIGHT AND SIGNAL DIVISION 817-392-8100 TEXAS EXCAVATION SAFETY SYSTEM 800-DIG-TESS PARKS AND COMMUNITY SERVICES DEPT. 817-392-7275 2. 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. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITY CROSSINGS SHOWN ON THE INCLUDED PROFILES ARE FROM RECORD DRAWINGS AND FROM INFORMATION OBTAINED FROM UTILITY COMPANIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD -VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THESE UTILITIES. 3. THE LOCATION OF ALL SANITARY SEWER, WATER, STORM SEWER, TELEPHONE, GAS, ELECTRIC, CABLE TELEVISION UTILITIES, DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC., WHICH MAY BE SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONNECTING ALL ACTIVE SERVICES THAT ARE NOT SHOWN. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND PROPERTY OWNERS TO MARK AND LOCATE ALL UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED AS SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 4. CONTRACTOR'S PERSONNEL SHALL WEAR IDENTIFYING CLOTHING OR HATS AT ALL TIMES. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES. 5. THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION 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 REFLECTED IN THE UNIT BID PRICES FOR VARIOUS ITEMS LISTED IN THE PROPOSAL. 6. 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. 7. SOD SHALL BE REPLACED IN ALL AREAS DISTURBED BY CONSTRUCTION. SOD SHALL MATCFI EXISTING GRASSES, 8. NO SEPARATE PAY ITEM WILL BE MADE FOR THE REMOVAL AND DISPOSAL OF EXISTING PUBLIC FACILITIES (PIPES, VALVES, ETC.) WITHIN A PROPOSED UTILITY TRENCH UNLESS OTHERWISE INDICATED WITHIN THE PROJECT SPECIFICATIONS. ITEMS TO BE REMOVED OR ABANDONED OUTSIDE OF A PROPOSED UTILITY TRENCH SHALL BE PAID FOR PER A SEPARATE PAY ITEM. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY. NOT A SEPARATE PAY ITEM. 10. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK IN PRIVATE PROPERTY, THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS 2 WEEKS AND 2 BUSINESS DAYS PRIOR TO BEGINNING WORK ON EACH PROPERTY, THE LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF THE WORK TO BE DONE, AND THE TIME FRAME FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE CITY INSPECTOR DISTRIBUTION OF LETTERS SHALL BE CONSIDERED AS SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 1 I. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO THE OWNERS SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE INSTALLATION ACTIVITIES. 12. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE (WITH PRIOR APPROVAL OF CITY PARKS AND COMMUNITY SERVICES AND/OR AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES. RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC., IN OR NEAR PROPOSED CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A SEPARATE PAY ITEM. 13. CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADES SHALL BE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE PAY ITEM, BUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PRICE. 14. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARDS. ALL PAVEMENT REPAIR SHALL CONFORM TO THE CITY OF FORT WORTH STANDARDS. 15 THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COST. 16. IT IS RECOMMENDED THE CONTRACTOR VIDEO ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHOULD INCLUDE THE DATE, NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND THE IMPACTED UTILITY TYPE AND SIZE. ANY PRE -CONSTRUCTION VIDEO TAPING OF IMPACTED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT. 17. COSTS ASSOCIATED WITH PROPOSED CONNECTIONS TO EXISTING FACILITIES SHALL BE INCLUDED IN EACH RESPECTIVE BID ITEM. NO SEPARATE PAY, EXCEPT AS SPECIFICALLY INDICATED WITHIN THESE PLANS OR THE CONTRACT DOCUMENTS. 18. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS ARISING FROM THE CONSTRUCTION ACTIVITY. 19. 20. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 6:00 PM UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER 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. 21. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAFFIC AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 22. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION AND CONSTRUCTION DURATION AND POSSIBLE ALTERNATE ROUTES AROUND CONSTRUCTION SITES. 23. THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL PLAN FOR ALL WORKING AREAS TO THE CITY TRAFFIC ENGINEER FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION MEETING. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAVEL AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE ON MINOR STREETS ONLY. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS CURRENTLY AMENDED, TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION. THE COST FOR TRAFFIC CONTROL SHALL BE SUBSIDIARY TO THE UNIT PRICES FOR THIS PROJECT. WATER GENERAL NOTES I. 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 part E of the General Contract Documents and Specifications for Water Department projects 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 developer and the engineer neither assumes nor implies and responsibility for the accuracy of this data. 4. The contractor is to verify location and elevation of existing utilities prior to construction. 5. 6. 7. Trenches which lay outside existing or future pavements shall be back filled above the top of the embedment with type "C" back fill materials. When Type "C" back Fill material is not suitable and at the direction of the engineer Type "B" material shall be used. All Back Fill material shall be compacted to a minimum of90%of the maximum day density by means of tamping only. Trenches that cross under existing or future pavement shall be back filled and compacted to a minimum of 95% of the maximum dry density with a moisture content -2 and +4% of optimum moisture content. Developer's surveyor is responsible for all construction surveying to complete this project. Horizontal blocking for water lines has been omitted for clarity. However blocking shall be constructed in accordance with detail \VTR-008. 8. Top of Water Lines shall be a minimum of 3' - 6" below top of curb except where shown otherwise in these plans. 9. Normal location of water mains shall be in the ROW 10' from the proposed ROW line, unless otherwise shown. 10. Fire hydrants shall be located at the property/lot line. Fire hydrants and valves as shown on these plans are symbolic only. 11. Insert poly pig in water main where directed. Poly pig is to be furnished by the contractor. 12. Corporation stops shall be tested for full flow when the system is pressure tested. 13. Contractor shall comply with Texas House Bill 1569, September 1, 1989, to maintain a viable trench safety system at all times. 14. All new water mains shall be fully purged. Do not test against existing valves when connecting to existing mains. I5. Install a chlorination and sampling point at designated locations per WTR-021. 16. All 6", 8", 10", & 12" water mains shall be PVC AWWA C900, DR-14. All water mains using poly -wrapped ductile iron pipe shall be Class 51. 16 inch and larger mains shall be steel, concrete. or ductile iron, Class 51. 17. Fittings shall be ductile iron and mechanical joint type, with "Cor-Blue" bolts and shall be Class 250. 18. When constructed, all water mains shall he swabbed with Knop Poly Pig Bore Swab or approved equal. 19. All water mains shall be plugged with a cast iron plug (or equal) at the end ofeach workday. 20. If livestock are present during construction, Contractor shall coordinate with developer and owner representatives to provide temporary fencing during construction to protect livestock from injury. 21. When existing grades are lower than proposed mains, the fill area over the pipe shall be filled and compacted to a minimum of 95°4 of the maximum dry density to the proposed finished grade prior to installing any main. 22. Deflect water mains at joints to clear curb inlets. 23. The normal location of water service lines shall be in the parkway in front of the property and 2' to either side of the common property line. 24. Unless otherwise noted, gate valves shall be installed to line up with property corners. 25. Unless otherwise noted, water meter boxes shall be located at a point 3 feet behind the face of the adjacent or proposed face of curb. aEvl DATE 1 BY 1 1 DESCRIPTION r. y0A6 OF r 1q�� ".*1 BRIAN D. O'NEILL j 61 83980 1 i ,klxv.slania Ster THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P. E. 83980 ©'?-c4e Texas Deportment of Transportation ,Io north tarrant express bluebonnet contractors, LLC Improving mobility in Texas F- 13499 LT-1 LINA T. RAMEY 8 ASSOCIATES, INC. 1349 Empire Centrol, Suite 900 Dallas, Testis 75247 51214/919-1144 - F(2141979-2480 TOPE FIRM •782 III Pacheco Koch F noRW5TEmR IrsA561a7r8177.4 2.7 55 r TX REC ENONEERINC RRN r-469 DAmrs • FORT WORTH • HOUSION Tx REC SU E'SNC RRa l5-Ioo000-Ol FED. RD. DIY ND. 6 STATE TEXAS CONTROL 0014 NTE SEGMENT WEST CITY OF FORT WORTH WATER GENERAL NOTES SHEET 1 OF 2 FEDERAL AID PROJECT NO. HP-20091920) , SHEET N0. 5 1 DISTRICT COUNTY FT. WORTH TARRANT I SECTION JOB HIGHWAY NO I I6 194 I I 35W J:\DWG-31\3157-10.315\Ow0\OGN\SNEE?S\159\159-NIEE-GENNOTE-COFW-OOI.00n REV DATE BY DESCRIPTION it MONA LISA ST. MELODY HILLS DR. ISOLATION VALVE MOBILE DR. 8 IN z J 0 J 2 SYLVANIA AVE. .s IN N. T. S. LEGEND EXIST VALVE EXIST FIRE HYDRANT ABANDON EXIST UTILITY PROP WATER PROP VALVE PROP FIRE HYDRANT PROP WATER METER ��y�ptE.. °F...rF qs��l pBRIAN D. O'NEILL j 83980 ;' 10 / f') `(\.\REAL" i,. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED P.E.BY 8BRIAN3980 0, O'NEILL Ozoje F Texas Deportment of Tronsportotion . - north tarrant express bluebonnet contractors, LLC Improving mobility in Texns F- 13499 LT�► L1NA T. RAMEY 6 ASSOCIATES, INC. 1349 Empire Centro', Suite 900 Dollos, Texos 75247 71214)979.1144 - F(2141979-2480 TDPE FIRM .782 6000 NE5IERN PIACE ORIYE, SUITE 625 Pacheco Koch FORT NVRIH, TE%AS 76107 817Al2.7155 TX REG ElI0641RINO i1RN F-<69 0PN0.$ • FORTWORTH . HOVSTON Ty REG soRVEY7NO Emu LS-100080-01 NTE SEGMENT WEST CITY OF FORT WORTH WATER LOCATION MAP SHEET 1 OF 1 'A RV. FEDERAL AID PROJECT N0. SHEET N0. A N0, 6 1 HP-2009(920) ] 6 STATE 1 DISTRICT I couNT TEXAS 1FT. WORTH' TARRANT CONTROL 1 SECTION I JOB I HIGHNAY No 0014 16 I 194 I IH 35W 10.31 A0wp\ocn\SHELTSVS9\ REY DATE BY DESCRIPTION 17+00 M 0 0, ,D 16+36 15+00 M. ✓ 11 0 o+ 4o MONA LISA MELODY HILLS DR. N LEGEND EXIST UTILITY EXIST MANHOLE 31+20.8E 31+02.8 016+58.95 16+50 • yj Q a: < 30+00 .0N7",k,e\ WtE°F•.TFy�.. E1 II N 9BRIAN 0. O'NEILLp 15.00 0 et� �' 83980 .' i » W , Q12' :ClCENSEO:'..<„,r m Fs".... ,G Vt.ION 40 011+75.00 • 25.00 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 2011 R Texas Deportment of Tronsportotion . -north tarrant express bluebonnet contractors, LLC Improving mobility in Texas F - 13499 LTIX LINA T. RAMEY I ASSOCIATES, INC. 1349 Empire Control, Suite 900 Dollos, Tesos 75247 112141979.1144 - 612141919-2480 TOPE FIRM .782 APacheco Koch FCRT 50800./TEXAS 76107E+17<2.755 TX REC ENGINEERING FIRM F-469 DAUAT • FORT WORTH . HOUSTON TX REO 5UR0E+NO FIRM LS-100080-or NTE SEGMENT WEST CITY OF FORT WORTH WASTEWATER LOCATION MAP FEU. RD. OIY N0. 6 STATE TEXAS CONTROL 0014 FEDERAL AID PROJECT N0. HP-2009(920) DISTRICT FT. WORTH SECTION 16 1 SHEET I OF I SHEET N0. 7 COUNTY TARRANT JOB HIGH8AY NO 194 I 35W STLWAI ER_LOCA 110N.00n 10.31J\0w0\DCN\.: • 630 625 620 615 610 605 600 595 590 585 o - -\ 0 0 m 0 '1 INSTALL 35 LF 12" PVC C900 CLASS 305 WATER PIPE PROP, STORM DRAIN I I ABANDON EXIST 3" WL CONFLICT $11J9 AS PER UAR STANDARDS 1 I- -- --4 0 1 1 REMOVE AND SALVAGE ExDST GATEFIRE HYDRANT VALVE IN fo .o 07 o, 0 0 \ ,• REMOVE AND • ay \ F+r\ 415+EXIST GATE ,p* Soh-\, off.♦ SALVAGE VALVE i 1 MELODY HILLS 1 } -. -- I__EXIST t0W - ----_,- -- --) p r i Q I POn*I 1 Z I I QP-e/ I 1+ 1 m 0• 0 0 • 1 1 • • ,0 Ix IW STA. 0.00 WL 159= STA. 643+51.20 IH35W, 331' LT INSTALL: 1-12" PLUG 1-12" GATE VALVE I-12"X12" TEE I-12"x8" REDUCER 'I-8" MJ SOLID SLEEVE 35 LF 12" WATER LINE N 6988837.34 E 2333765.85 DR. MONA LISA ST. CONFLICT 159 INSTALL 35 LF 12" PVC C900 CLASS 305 WATER PIPE en 1r N NOTE: PROVIDE RETAINER GLANDS OR OTHER JOINT RESTRAINT TO ALL FITTINGS. STA. 0.21 . 04 WL 159= STA. 643+51.03 IH35W, 344' LT INSTALL: I-12"X6" ANCHOR TEE 1-6" GATE VALVE 32 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY PER WTR-006 N 6988837.49 E 2333778.70 --W2- '-------W2- ISOLATION VALVE AT 266' EAST STA. 0.33 WL 15� STA. 643.50.88 IH35W, ISOLATION 355' LT VALVE INSTALL: 1-12"x8" REDUCER 3? 1-8" GATE VALVE N 6988837.61 E 2333789.85 w I r�- -EXISTING GRADE AT C/L OF PROPOSED WATER qv;''^ o�ti ri t0•:K 0 a: 1-NJ N-1 1-151J 643+51.20 _uJ 42- 3 a O O Z 2 -Z O • QX 5,1 0I ri -LLID < 0 a: ¢ F ti OJ 0. 93% 1 LINE EXIST 8" WL 159 1+00 PROP 12"X8' REDUCER -PROP 12" PLUG -PROP 12" GATE VALVE DETAIL N. T. S. EXIST 8" WATER LINE N LA PROP 12"X12" TEE PROP 8" SOLID SLEEVE 630 625 620 615 610 605 600 595 590 REV' DATE 1 BY 1 DESCRIPTION QI 10/25/IIIB00 PROFILE ADDEO i I I 0 20 40 60 80 (H) 0 5 10 15 2'0 (V) SCALE IN FEET UNDERGROUND UTILITIES THE LOCATION OF EXISTING UTILITIES SHONN ON THESE PLANS ARE APPROXI- MATE AND BASED ON DATA FURNISHED BY SUBSURFACE UTILITY ENGINEERING INVESTIGATION PROVIDED BY CARONO TBE, ON DECEMBER 2010. IT l5 THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, VERIFY, AND COORDINATE THE RELOCATIONS OF THE ON -SITE UTILITIES THAT MAY CONFLICT WITH THE CONSTRUCTION. CALL 1-800-344-8377 TWO WORKING DAYS PRIOR TO CONSTRUCTION FOR ON -SITE LOCATIONS. I PROP I2"X6" ANCHOR TEE LEGEND ABANDON EXIST UTILITY -/////—/////— REMOVE EXIST UTILITY -XXXXX—XXXXX— EXIST ROW ---- PROP ROW PROP 6" GATE VALVE PROP WATER ••-•-• W -•-•- PROP WASTEWATER ---- WW----- FIRE HYDRANT WATER VALVE WATERLINE REDUCER JP'E OF`Tk � • BRIAN "'=-"' 4 // THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P.E. 83980 0 DO ID2011 R Texas Deportment of Tronsportotion ..m-north tarrant express bluebonnet contractors, LLC Improving mobility in Texas F-13499 LT-1 LINA T. RAMEY & ASSOCIATES, INC. 1349 Empire Centro!, Suite 900 Dolios, T0809 75247 712141979.1144 - r(214)979-2490 - TRPE FIRM .792 Pacheco Koch FORT NORTH. TEXAS 76107 B17412.7155 9 9 TX AEC ENGINEERING ORAI F-469 DALLAS • FORT' WORTH . HOUSTON TX KC SVRVE0II5 r901 LS-100060-01 0 NTE SEGMENT WEST 12" WATER LINE 159 CITY OF FORT WORTH HORZ.: 1" VERT.: 1" FEIV N0.O. RU. D 6 STATE 585 TEXAS LV V STA 0+00 (IH 35 STA 643+51.20) = 40' 0 = 10' SHEET 1 OF 1 FEDERAL AID PROJECT N0. I SHEET N0. HP-2009(920) 8 DISTRICT FT. WORTH SECTION 16 COUNTY TARRANT JOB 1 HICHAAY N0 194 I IH 35W DATE BYI DESCRIPTION r➢AYE4ENT OR OMEN /-CONCRETE CIX1A4 SURFACE WiC4ul / PER GETAY 'R1R-ON NUTS: OCTAL PER1AN5 TO ALL GATE VALVE 42E5 4' *RV Tr OR LARGER. AS CARVED, WATER VAN 07-10 4A1ER41 EB-10 C0451Enigr...N oRTWo AVNVFU4 6' INT'AL OACKFAL COYER S1 NY IT CITY Or FORT WOR IN TEXAS GATE VALVE AND BOX WN4J4 6'----- EVTSWENT SI ^— 4 YALA£ OPEAAT44 NUT 'S OGRE MAN 3' 110.CW PAK4ENT SURFACE. PROM EXTENSION STEM TO 1' BELO'A PAVE0EN1 51.i4ACE. ESTE DE1A4 014-003) -MCKALOEY RON AND STEEL CO., N0. Ye5 THREE PECE VALL£ ROA CR APPROVED EWAA. --GAIT YAM "04cAt BCLIS v010R 10 6AGOLL DATE FER TEO WTR-002 --- TYPE 'C' 62KRLL SEE SFSC. ET -2.4 00.0. — ?A4'0 4A1EWA1 EA,iMEREN1 k RB%-1L BAC.RAL SEE 5450. EI-2.3 GD.O. 8 W.LN/V 12' Wk.-- VAC/TALL COYER UMW/ 6'— EVEECVEYT O➢E '0' RACMTLL SEE EP_C. ET-2.4 C E•.O. INTER rt7R.[ 6LPAC-RGAW EXAM SNP (W) CR APPROVED Wm, CR0g4,0 51074E SEE SPEC. G.0 D. WATER: SIZES 16" AND LARGER SANITARY SEWER: ALL SIZES SAND C21APAIXi • LESS MAN 10x PA55LNG F200 TAW • P.. - 10 GA LESS ERH4A'F0 GUM GRADATION STYE SZE RETANEO 1 0-10 ;3- 40-75 )6- 55-S0 y4 90-T00 18 95-100 W4,01 jilt I 7.410 SPEcn4A1Nr1 REFERENCES ABE FOR WATER AND S4ATARY SERER ONLY. MATERIALSOCCIFICATENS THE E4DEO4FJ.T AND BACXFW OETARS PROUD 04 RAS SHEET SHALL REPLACE APPROPRIATE PROM619N5 Cr E)-22(o) AND ET-2.3 CC OTE GENERAL CONTRACT DOCWINT5 AND SPECEICA110NS VCR WATER DEPARTMENT PROJECTS (D e.0.) ALL 0710R PROYJPNS Cr 1HLEA HERS SRALL APPLY. TCR WAIL CLEARANCE WAVER -A P1PE 177E 10. it 9 I A6' 2- CITY OF FORT 'NORTH TEXAS WATER AND SANITARY SEWER EMBEDMENT AND BACKFILL DETAILS WTR•029 COLLAR CCATIT444 14 -"ITOR PA'.EO AREA L 'tea ,I 4000 PS CONCRETE CEDARS 1YP -- PAYE6EN11 PAYEVLNI 2:21: :C;NCRETE' CASE 1 1 USE 2 EASE1 TOP CO'C2 27 CONCREXT0(1( ND TO (AEBAR REOURED) GA.0 Z LOUR SHAH DE 6' IN(P. (REBAR PEOJIRCO) tt-20, Et-21 VARN A. 12 20, E2-21 CONSTRJCIV.7 ` CO_lAR CGNCIc00174), FOR 4NPA4ED AREA A Y1 5F.CnoN A —A CITY OF FORT WORTH TEXAS sei -• .' L3'A4JER (1YP ) GATE VALVE CONCRETE COLLAR LOOPED SYSTEM EXTEND PIPE RISER A80YE 0000.D LE'AL 0 i SLCELE T-0-1 REOAR EAfltl BE PLACED 3' A47.. FROM TCP AND DOTTER Or CONCRETE COLLAR fDATE FEB 7003 WTRA04 E4STNG L V4)E 'MLA '45 ALL 4.! NYE AT E.93 O 14PRO{c4EN S 2 RECONNECT 10 EY510:C USNG 4. 0.EEVY. 3 AF (R CLEANNG MM POLY-F1G, (V2:E OIANING .£1E. E1-7 VAIERIAL E2-7 CUS1RU)11.;N EaW51 NON -LOOPED SYSTEM I., WO P.PE RISER All( CROJND US ,« POT Y-Fv0 PU.O L TT I RN. Al TEH41NFL CND O 4At;. UGHT REIT Cr MEW E A5 SHOAY AFTER !LEAN7.G A11N POLX-PIG. RENONE PSAYP.G At4 CITY OF FORT WORTH TEXAS DATE FEB 200) CLEANING WYE DETAIL FOR LOOPED AND NON -LOOPED SYSTEM 12" AND UNDER WTR-023 FORT rWoRT, H CONCRETE — @LCOING EP0T710 0R PRCPO$E0 CURD PAVEMENT OR OR1ER SURrACt TRENCH ^I BASE _—�I ({/{ V.J A4C110R TEE OR V.J. ANCHOR COJPLING - 6' LEAD PROM VANS CITY OF FORT WORri1. TEXAS PERMANENT ASPHALT PAVEMENT TRENCH REPAIR E4151740 ON PROPOSED CURB 1 66CS —004CAE1E 810G144G N10RAN1 E0C4OSE CARE TO AUTO PL4C0m:C ORAN HOLE 41TH CONCRETE 16' M1.i4LY1 real GROUND, PER Mt 0` LLJ GATE 91174E 6' FIRE HYDRANT '( LEAD 04E CONCRETE. -\ PLODNNG 7 1C[ V.J. FIRE H10RAN NOTE: FIRE HYDRANT SHALL BE PLACED 1' FROM ROW LINE. r1-'7 VA1T.gA F]-t7 C0N5)RJC1,i4 tvnii EXISTNG OR PATP05ED goo, 714 VAN CITY Or FORT INOR1H TEXAS STANDARD FIRE HYDRANT 414E HYDRANT 1Q OE SET POND -BREAKER RNG R/ BREAKER 51E4 PAR0WAY E8TE45WN BARREL A40 STEM FOR EXTRA MAX? DEPTH 4 NECESSARY 141441Y 7 Cr,CAMEL PROPORTIDTRALIY AROUND BASER CONCRETE BLOCKING -- - CCNCBE1E RE51 12',12'.e' [CACRETE MOOING BOTTOM REs1 DATE FEB 2})9 WTR-008 LI I DACE :1 LY 2'.0 STR-028 ✓ �pS� OF TF 911) S'�� BRIAN D. O'NEILLO /l l •. 83980 .° i e. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P. E. 83980 1 Z01 1 Jr Texas Deportment of Transportation ..t 'north Tarrant express bluebonnet contractors, LLC Improving mobility in Texas F -13499 LT-11 LINA T. RANEY 6 ASSOCIATES, INC. 1349 Empire Control, Sulte 900 00110s, Texas 75247 11214)979-1144 - 41(2141979-2480 TOPE F1RN 4782 7' Pacheco Koch :PORT TMR TEXAS 100 `81742.;55 ■ ' TX REG ENGINEERING FIRM F-459 DALLIS • FORT Y/OR111 • HOU510N TX REG. SURVEYING FIRM LS-100080-01 NTE SEGMENT WEST CITY OF FORT WORTH DETAILS FED. RD. O1V N0. STATE 6 I DISTRICT HP-2009(920) 9 COUNTf TEXAS IFT. WORTH TARRANT CONTROL SECTION JOB I HIGHWAY NO 0014 I 16 194 1 IH 35W SHEET 1 OF 2 FEDERAL AID PROJECT N0. SHEET N0. IS\159\COFW_UEIAILSI.OGn J:\OWG-31\31S/-10.315\QWQ\U REV DATE BY DESCR(PT ION NOTE BEATNC AREAS 9'074 ARE FPESSt4QA•i NP0)0 PTTEST 54it DEANNO 1.4LLE • ON(NS40N 'i VAT 015 J NECESSARY 70 PRO'.1(E L(Ar1•G AGAINST 0.931u20t0 TRENCH 41ALL HORIZONTAL BLOCKING TABLE Bit SiE 'A (FT) 14.25• 1 .4. VY VAS .B. REA 1AL 22 Ulf 1AEl• VAT' (1 •, 4Y Vat AREA VA( VOL .D. DO' WV AREA VAX 10. '0 -- It 0200 VP(. AREA VAX YCA. 10 G92 OW003 095 OW OCS 095 Oil OWON0A2 ON 1.Ie OS! OM 4' m OWOWOWOW095 ow to 110 005 173 • 97 005 119 11I 003 0' 15 0P1 0/2 003 695 090 006 541 200 006 195 30 030 157 245 O10 015 0 15 O.10 090 090 t24 040 OM 1'19 170 O70 216 507 070 199 35i 110 120 005 IN 750 010 2,4 450 025 24S ROO 030 234 555 003 +/• . IN 200 0.10 7C0 A00 010 203 i000 040 373 5410 005 AN 1000 050 25' 74' 70 2.0 177 310 010 254 175 030 357 1740 0A0 4.70 77.00 115 3.54 1595 075 714 430 1225 303 900 990 175 5110 00 505 07.00 I 435 2200 105 .M'-- 7.I0 053 3. 51y0. 07 1 5370 0 31 i.74 7D5 49104 540 5.91 3533 210 St' mum 1010 625 450 7040 1.45 030 40.40 214 150 7200 507 1.20 3503 753 42 aguna1340 120 222 25.40 220 7.41 5530 450 944 1730 79.2 130 9906 475 44' - w402 04 600 36.60 253 941 1231 509 1114 4245E 1040 950 9703 415 1=C8 24 @27.60 0 420 4600 1410 440 9613) 1044 1300%620i 1600 1070 11200 NOTES: WIMP! AREAS SHORN ARE 9( =CANE FEE VELLVE3 94CA4 Mt '4 C7.FC YARDS VERTICAL D4KNSIONS Or 742. 6.00C ETARHC APEJS 9• VA BE C'4EH11U6. TO PIE N07020H14L 002(26.04 EXWAN E1-70 VAIERI0. E7•-20 CC55S1Ti.1.595 CITY OF FORT WORTH. TEXAS HORIZONTAL BLOCKING 9l 1 •2• tr.. A0! 5204 0' � : 1441 ft •'Y IJ4 SFC1K)N B-B A 41.01 W01 Y 2-4•• `--St nD /qr 3063119.. 1.51 «a:4. f!'Y,- nr1 51 A50 45.1NA3 VST IR11 14r Oft! Y' 7i 5.055.4) Kg1 Kitt PM 50 0A n•AASS AMC 03.000.3 PPIL R. A i COL A OSA J' • - r 1' r U'-0• ]'-r T-T 7-P r )'•1' r`-0' r-f- r.{. Y IS-7\• >-tl' z-Y J'-r r z•3' r-T rq' 1'•Y 4• 4• 4• :' i_le• Y-51r J_0• ••-0. 2.111' J-56' •'-0' 1'-4' r 0• A- 16'-4• 4•-3• 4'-. J-I. 7-r 1111• X'-OR' ''-4• "-4 ' 10' 10' 4' 'rC C...-'Y 4'-r 7-1. 3'-6' 9 3.-3. ',el Ill 7AT?F). Hl 71W51 q(10770 9151 9(M u-'SO4 r4wH44 4T.R• 0 Tx 115P7.ar A!C 014141 IF67/t (1) SF 0C Lrr1 :VIC wtn 4-7001 34 6v-o455 40 0330 74 SOAK, (tli1M111 14L P1:10004 2 A (51/ 01..4000 v31 rSWit 4•AV (11 1 A51 Ktt451(11AMO 13 F£ :]51. •4'.i` 4TES MCA CR610 09 PA0e3 S,.eACS 147E 9R0NCE (0It400, SID. 50 01C-POOP MOP 010550 O. 084404 ILAVAM • a•L1 5440544E 1031 5q S-M: 4AP:(P 100II45 3 K(151 00.4 C05IC4y0 014 Rm. A ) 4-20 1.0401r 20'.FO' CI SPOOF AY 3 M'A 5444t0C STAMP- 30-4'R 03 PI LOEB 1Aw(0 •4741•, V4* KTI 154 tP AN-R.3E3 SO-'S J4•• 85 05 L94A t4A 33011. 94C00• n S .1 V.AOAA(S(O.14 4 w4R .4(Frv945 SN4:1 a N 4C(P:AS_F 31 44C14• (2-7) 0' PE tt5C94 COMA:? J5CUI(515 5 vu "M i PARE 4P5.4010130i hro w 1 EVni I CATE. FEB 2009 WTR-009 'r4 ew 3000 P51 700,57ER- BELL-DELL BEr4D-"/ RUBBFR CASKET JOINT BELL-OCLI DEW - 3000 P9 CONCRETE KEEP A 144. OF V-0' CLEARANCE BETWCEN CCNCREIE AN0 JOINTS CR KRIS 011 C(. PNPE, CA VI EXCESS OF 1-0' AS DETAILED Et-20 MATER-4; E2-20 F.0N511,..:• - 6 Sc.:, A UI AS 902W Rana 144m 5414r5M -1 VAULT -VAULT - PLAN 5IAt01 4Ee4R0 A ogLoosi CA SLOG A -1'-t- CARPI II' 07.2. Pit .0 5-W SECTION A -A CITY OF FORT WORTH. TEXAS COMBINATION TURBINE METER VAULT INSTALLATION WITH BYPASS DATE: 7 ED 2039 IWTR-024 SHEET 1 Or 2 OQ VJ -UJ BEND 1-2119-0 1 TRENCH W(1N 1 PIPE 74' I C AND SVALLFN - 24' 05 O0. 4 17 . VASCHL7ER 15 GR0.6100 2. PIPE LAREIN MAN 24' • 00. C< PIPE 4 I6'. 3 CRA3IE SHALL ER3H,0 A VA Or 5' f3E7C410 EACH 90C Or PIPE 1 -r - 3010 FSI CONCRETE MECHANICAL JOINT RFI L AND SPIGOT JOINT CITY OF FORT WORTH. TEXAS CONCRETE CRADLE 1407E WHEN CRADLE 15 SN0'A7( OR SPECIFIED F05 INSTALLATION ON CEHCRE7E PIPE.- 331E F11LL JOINT LENGTH 00 MC. PPE OR 1.111F07 SMALL DE CRADLED. I DATE-. FED 2000 [I WTR-009 / 5- W 110 INN 2. 97PA1 13 .FTTI 14n 7• 8WAR 9. WO. r15I 4' 11P453 (3)- 5 ^ -✓74 r0+' `) -0( 7-024 1RO5tE T., l /-431 ( A-A01 A 4-001 (AWf (00.R( Snu•) N/ 400i0 MANE 500) . 0• RC tortAussest C*IP00A5i4 510 07A0E0) (4*7080091 STOP ( ) .0411/10045E1 0820) O 1..44 01 141 /005 51) O(� 4-044 01 M( (a4n 51) OF�5 4-0.01 01 49t ((t4S5 51 07 .150. CAE 541E 0 1-ROT calf 1AK () 5-v10. CAR (V.07 +AW14tH Anl/1LI4.5U (r...„, •x JDI.1N.rn[+ (ItI1CAE A01/I(0.0 NN 1 YNO. 544 35, 0 4-NCR01 0-00( 02M000010 3LA O n4A(5 A'14s1t. 6wWt5 r) 0A S. 01 nur i) AOURA O 70 3W12-SSm. A044 O 4-I.W MIO-V(R0 41 �y014S1➢ 9t 0) "' S0Ah1. ((0.(R.1(! 91 7•N01 340 0 (01 n704 ROI 9A1L1 OFaT7 a1 )A:T61 {I,CY 4lm .tt4l S-M44 404 (E,� - 1)471111iL415E4.5051 SVMr COR*G (JLuFf) /� V 4PVgL1 0 4 4-ISO• nNSa <nAN: t' ``Ji=i i1M •JR))r- 0 S.Ivw oat.* 143 54GY( ACA11C1 bA /A.S *0151 (J-Ww 1I5 9R). J-M11 (IHIC4C40). 7-VI04 r1A51 PA /415IM41[ SALE VATSSL( 11MC40(D) NO .IHIEAIW77. 2^1•'JI 54A55 O 711 Wow( TM 10 -4OV0n1 {R A5t ((4K6D61 450 0 i 1NA5R992F 184*L4t(0). '.N 94455 ASS 03 S 1 -114n05ACQ1 A50 2-094 04455 700 (544(AR0) 1t P'O1 caw* T•tN0 )71•1 ^ V )-WO. 97' COCA 01Mf1) ..5^J1 PASS OAR 'WLST /511 J-M5 01+55 V41 ALFR1 OL6410 TO 310113) :20+04 CI 5457 00. •4) 6044 Nora '9.1401 nM1C• 91C07S 1A^ 9�015 /1-w•• UYMAC 7/1-M• 3/3-N0100144t )000,3) 4/4 11:1 M0t5 93/0�1E V411n1 ((40) 140 (Via/ 41ML 3*M7 3 to t{m 5107u S?AVn 4303.0011 AS H0Ja07 CLASS '0' (2500 F5) 010CRETE -� (4 51EE7 840 NOIC: A'CEP CONCRETE 4EA4 03 PPE .171T5 AND 40L15 ONAP PPE NM '(4 IfcCAN0 FELT 39111 A5 NECESSARY BENDS 90' 45' 22.5. 11.25 6 •111L R000 ICE) 39.99 A (r7)) 250 4 00 C (FT) • 00 •VC5 RE0'0 (CF.) 1109 A (FT) 2B3 B (FT) 500 C (ri.) 500 10 2164 1103 554 .2 100 075 364 326 2.75 3.88 3•.f. 275 19.61 9 65 1.20 1.60 366 370 3.66 310 SO47 1A7 4E0 4.80 •1VL 1C0.0 (C5*) 711.07 6011 3063 15.40 A (FT) 325 122 17$ 150 B (FT) 250 560 4.20 325 C (TT) 290 360 4,25 325 ra REM) (CT) 12994 66.25 4413 221/ A {71) 4.17 2 42 1 42 1 25 8 (rl) 620 NCO 5.54 420 C {FT) e90 0D0 554 420 12 •111L40 CALLTAAICO CH T11{ A9S CF CONCRETE REACTING CR153 PSIS AT RCSPECTIST THE RATE CF OS -RR I ED A•1. KRAA CLOCSECT SECT CONCRETE EI-20 VAIERIAL E2-20 CW155RUCMH I FIT1INGS AND MATERIAI S 1($.T 0' u1330.OI 4• AMA," 39• Lew* 43* 0. O,P4c3 Q 4-1u4ts-8003 10,e-WO• 0034 A'Doh.• 1-n-4 O• n[ KwVKu to fir 5Y[C44•6.0{ O 5-7.0, 71 Mr1( (9455 H) 0 01-601 01 N( (9.A55 51) (VEONIH`H JP.1/t[3AM1T1 0)01 K45 0551.94144.t4 0 C/L-A1G opt ➢N 00(90 +VA'm 0 'F 4.04 9. 7TASCC 40A,101 0 1.w0•14090-P(R• 4'/ O -46. 1490.NCTIw 9'/ 4004-S (1J005(0 1r 30.0 (.0•0103er 33 0RA04c4w re341 PARR c050414R 550u P41T0 0II) 0(Pt) © ,OF. RAR4A(X (NPR 0 Z.;14943 90.00. 0 4 ,54.110.2E 10 1I0h[ l 0. RO1610.7C SAP SFP3( (7-64. 1✓ 5R) 7-040, 12- 94 IW 970. 7-4701 (0(4 WASSNNW04 0455 WPM C{S170L 04 Lo4t (09E43P)4Al0 1:{4 VLL4t ( E40(D) 550 (130(AC(9) R R I-004 44ASS P140 2-4.04 WASS PSNC 1-001 4055 Rti 0nv500(01 (0.I(4540) 0.(u(5) QI 14•1+0 c0.9C1 n1111c 110R V(O9� 1-MH of Pec (gAi0 S') 0 4-905 9) PAc (Q455 55) a 1-6,51 07 P74 (GASP N) 94w 0 4-VI EJ24 MOW) 1AN IHA g310),AS•:4A 0 4 0400 (7 8(161 2, 1 47) 4f6µ 0 44o414,44,7 Qn001690L O2-K 14.04 WC RAH (� / (7( 7-450, (fA7 N4E 1© %-W:71 :AR 1A•h ® 4-pM Grt 051E -MN cAR T4(E /�� "Pm/ pJi(1 lRA,CO 10 O.001 :"TV,® (n0(AV4••(5 AX9(/9(71N[9 •,µDV10H ATIIKOM, V 51-M• 0. Yu5(/5. "4 ® (7151 1 olio R1R 5 -. 0/� (*051"(5/ti0*00 %4rt1')A.o 0 6c00.0 ryrif0 0 s RPy"9 \'4-P.11 9A(442C uP SW(AE EJ 7.400419WI1 14P uoc(( u /-44p1 91012E 54P 5A0Lt. 11 0-w01 0P(441E 14a v11C(1 7 4-M1w 'A•SIi0X 7'4•WY 7AF•A0E )/4AO+ T4P91E1 17/A-N04 14AS+II3 w 04 61145 MA4( ) 4- W-H 01 M4(518RE (/4.N04 O4 04Ai4 1714E 1 _034 OA MASS .0145E ()w4.0 S/4-h(H 9Y455 130046) J/4-r5(H M1A55 `1•w(40I 7/4-RO• i195s (01E4o) S/1-F(M p4R C47E Y415( 107(44) Ui5 L. V425[ (1W(A0) AX 4R Y51E (M240) Ni0 C 3C 011F (740140) A50 7/4-n01 n155 4h4 . 3/4-..a ►SASY CODE 1/4-wa t!'45S NIx (/4-0•0 a45S R4R ( F43) (135 O8RL1 R rt. AD) (1Nl 74(4El 5 (1N•4AC• 1M5 LV14E1 b (0140) (003 CURET R 40+ uRA S•nSE srAOM 740 A'ARN ,AS 0C 4a146 SS 0A770 iA3 0S 3101414 4t3A.41655ASS R(00.i7i1 n1twO4T AS .(0.4(0) 30w401 AS •(0J4f0) CITY OF FORT WORT),, TEXAS EXAMPLE A VERTICAL TIE -DOWN BLOCK At11044301I Al 1(0.• 30) 6011. 4'L 1•44E402 7.1:7 9I411 90100 MR(), A 1 9), OA V»AO 1417. INV" i C)TY OF FORT WORTH. TE..XAS COMBINATION TURBINE METER VAULT INSTALLATION WITH BYPASS DATE FEB 2019 WTR-024 SHEET 2 CC 2 GATE FEO 21019 WTR-010 :.*D. �FT�\OBRA• O'NE'04. 3980 ll\\\\yA` 4 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY BRIAN D. O'NEILL P. E. 83980 1 Texas Deportment of Transportation Aar -north tarrunt express bluebonnet contractors, LLC Improving mobility in Texas F- 13499 LT► LINA T. RAMEY II ASSOCIATES, INC. 1349 Empire Centro!, Suite 900 Doi 1o5, Tom05 75247 712)4(979-1)44 - 012141979.2480 TBPE FIRM 4782 L Pacheco Koch FORT "WORTH "1EXAS 7DRIVE.7 SUITE .4 2. 7� 5 ■,TX REG ENGINEERING FIRM 0-459 DABAS . FORTWORIH . HOUS10N TX REG. SURVEYING FIRM L5-100080-01 FED. RD. DIV NO. 6 STATE TEXAS CONTROL 0014 NTE SEGMENT WEST CITY OF FORT WORTH DETAILS SHEET 2 OF 2 FEDERAL AID PROJECT N0. 1 SHEET N0. HP-2009 (920) DISTRICT FT. WORTH SECTION 16 COUNTY 1 0 TARRANT 194 IH 35W JOB HIGHBAY NO 0 Improving mobility in Texas IC s eisss PLANS (EXHIBITS A-E) ArTexas r epartment Transportation City of Fort Worth / 820-U-0506-0002 Eligiblity Ratio: 100% Conflicts 82, 83, 84, 85, 159 Estimated Direct Costs for Bluebonnet Contractors, LLC 1 $ 671,573.20 1 (Estimated Direct Costs for City of Fort Worth I$ (Estimated Indirect Costs for Bluebonnet Contractors, LLC 1 $ 81,112.93 I (Estimated Indirect Costs for City of Fort Worth I $ 42,456.07 I Total Estimated Relocation Cost I $ 795,142.20 1 Eligiblity Ratio: 100% Estimated amount to be reimbursed to Fort Worth: $ 42,456.07 'Indirect Costs for Bluebonnet Contracors, LLC 'Description ( Qty ( Unit I Unit Price ( Subtotal I (Design Fees 320 HR $ 125.00 I $ 40,000.00 Plan Review 50 HR $ 85.00 I $ 4,250.00 Inspection 100 HR $ 100.00 I $ 10,000.00 IBBC Overhead 1 LS $ 26,862.93 I $ 26,862.93 1 Total I $ 81,112.93 I Indirect Costs for City of Fort Worth Qty I Unit Description Unit Price I Subtotal I Plan Review 50 HR $ 85.00 $ 4,250.00 Inspection 100 HR $ 100.00 $ 10,000.00 (Fort Worth Overhead 1 LS $ 28,206.07 $ 28,206.07 Total I $ 42,456.07 I CONFLICT 159, 82, 83, 84, 85 COST ESTIMATE Utility Owner(s): City of Fort Worth Project: NTE Utility Adjustment Agreement DFW-U-0506-0002 ITEM NO. DESCRIPTION OF ITEM UNIT Conflict #159 12" PVC Water Line (open cut) 12" CL. 50 DIP (in casing pipe) 15" PVC WW Line (open cut) 21" PVC WW Line (open cut) 24" PVC WW Line (open cut) 24" Steel Casing Pipe (bore) 36" Steel Casing Pipe w/ 24" WW (bore) 10" PVC Water Line (open cut) 6" PVC Water Line (open cut) 12" Gate Valve 10" Gate Valve 8" Gate Valve 16" Gate Valve Fire Hydrant 4' Dia. MH w/ concrete collar 15' Dia. MH w/ concrete collar Install Marker at ROW (Ductile Iron Fittings Water Service Small Connection (<2") Water Service Large Connection (<6") Remove and Salvage WW MH Remove and Salvage Valve Remove and Salvage FH Connect to Existing System Cut & Plug Ex. Water Line GENERAL BID ITEMS Trench Safety Temp Asphalt Pavement Replacement Parkway Restoration Traffic Control Erosion Control LF LF LF LF LF LF LF LF LF EA EA EA EA EA EA EA EA TON EA EA EA EA EA EA EA LF LF LS LS LS 35 32 1 1 1 1 0.3 1 1 Conflict #82 Conflict #83 Conflict #84 Conflict #85 TOTAL UNIT QUANTITY PRICE 3/2/2012 COST 375 410 $ 100.001 $ 41,000.00 120.00 1 $ 1773 1,773 125.00 1 $ 221,625.00 151 151 165.00 1 $ 24,915.00 28 28 180.00 $ 5,040.00 400.00 $ 452 452 475.00 $ 214,700.00 90.00 $ 20 52 50.00 $ 2,600.00 1 1,450.00 $ 1,450.00 1,100.00 $ 1 900.00 $ 900.00 2 3 750.00 $ 2,250.00 2 3 2,000.00 $ 6,000.00 6 6 3,500.00 $ 21,000.00 3 1 4 4,000.00 $ 16,000.00 2 2 1,000.00 $ 2,000.00 0.5 0.80 2,500.00 $ 2,000.00 1,450.00 $ 5,500.00 $ 1 1 1,500.00 $ 1,500.00 1 1,500.00 $ 1,500.00 1 2 1,000.00 $ 2,000.00 2 1 1 1 5 1,500.00 $ 7,500.00 1 1 1 1 4 1,100.00 $ 4,400.00 67 1773 395 480 151 2,866 2.00 26 140 60 30 256 25.00 5,000.00 1 10,000.00 1 10,000.00 $ 5,732.00 $ 6,400.00 $ 10,000.00 $ 10,000.00 (Sub -Total Estimated Construction Cost $ 610,512.00 1 'Property Interest Quitclaim $ 10.00 I10% Construction Incidentals ( 61,051.20 (TOTAL ESTIMATED CONSTRUCTION COST I $ 671,573.20 1 Created By: LTRA (mar) H:\JM Assembly Production\Assembly Packages\UAAAs\West Segment\City of Ft. Worth (820-U-0506)\UAAA-0002\(159, 82,8e,8g8tp4inion of Cost 2011-11-09.xls Printed On: 4/10/2012 - 1uebonnet contron•.i s. LL improving mobility in Texas J az try \::r.,. lit)? tf1 IT E ! ! 11 � e ress s -.ter JrTexas partment of Transportation SPECIFICATIONS (PLEASE SEE CD IN FRONT POCKET OF AGREEMENT) 820-U-0506-0002 2 3 PART1- GENERAL 3201 17-1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 4 SECTION 32 01 17 PERMANENT ASPHALT PAVING REPAIR 4 1.1 SUMMARY 5 A. Section includes flexible pavement repair to include but not limited to: 6 1. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.). 7 2. Warranty work. 8 3. Repairs of damage caused by CONTRACTOR. 9 4. Any permanent asphalt pavement repair needed during the course of construction. 10 B. Deviations from City of Fort Worth Standards. 11 1. None. 12 C. Related Specification Sections include but are not necessarily limited to 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 — General Requirements. 16 3. Section 03 34 16 — Concrete Base Material for Trench Repair. 17 4. Section 32 13 13 — Concrete Paving. 18 5. Section 32 12 16 — Asphalt Paving. 19 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill. 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement: 23 a. Asphalt Pavement Repair: measure by the linear foot based on defined width 24 and roadway classification specified per detail. 25 b. Asphalt Pavement Repair Beyond Defined Width: measure by the square yard 26 for asphalt pavement repair beyond the pay limits of the defined width of 27 Asphalt Pavement Repair by roadway classification specified per detail. 28 c. Extra Width Asphalt Pavement Repair: measure by the square yard for surface 29 repair (does not include base repair) by the specified thickness. 30 2. Payment: contract unit price bid for the work performed and all materials furnished. 31 1.3 REFERENCES [NOT USED] 32 A. Definitions 33 1. H.M.A.C. — Hot Mix Asphalt Concrete 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Permitting 36 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 37 and Public Works Department in conformance with current ordinances. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 3201 17-2 PERMANENT ASPHALT PAVING REPAIR Page 2 of 4 2. The Transportation and Public Works Department will inspect the paving repair after construction. 3 1.5 SUBMITTALS [NOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 5 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.12 FIELD CONDITIONS 11 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 12 rising unless otherwise approved. 13 1.13 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS 15 2.1 OWNER -FURNISHED [NOT USED] 16 2.2 MATERIALS 17 A. Backfill: see Section 33 05 10. 18 B. Base Material 19 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 20 2. Concrete Base: See Section 32 13 13. 21 C. Asphalt Paving: see Section 32 12 16. 22 1. H.M.A.C. paving: Type D. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION 29 A. Surface Preparation: 30 1. Mark pavement cut for repairs for approval by the City. 31 2. CONTRACTOR and City meet prior to saw cutting to confirm limits of repairs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 2011 [Insert Project Name] [Insert Project Number] 3201 17-3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 4 1 3.4 INSTALLATION 2 A. General: 3 1. Equipment 4 a. Use machine intended for cutting pavement. 5 b. Milling machines may be used as long as straight edge is maintained. 6 2. Repairs: In true and straight lines to dimensions shown on the plans. 7 3. Utility Cuts: 8 a. In a true and straight line on both sides of the trench. 9 b. Minimum of 12 inches outside the trench walls. 10 c. If the existing flexible pavement is 2 feet or less between the lip of the existing 11 gutter and the edge of the trench repair, remove the existing paving to such 12 gutter. 13 4. Limit dust and residues from sawing from entering the atmosphere or drainage 14 facilities. 15 B. Removal: 16 1. Use care to prevent fracturing existing pavement structure adjacent to the repair 17 area. 18 C. Base: Install replacement base material per detail.. 19 D. Asphalt Paving 20 1. H.M.A.0 placement: in accordance with Section 32 12 16. 21 2. Type D surface mix. 22 3. Depth: per detail. 23 4. Place surface mix in lifts not to exceed three inches. 24 5. Last or top lift shall not be less than two inches thick. 25 3.5 [REPAIR]/[RESTORATION] [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL [NOT USED] 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [inset Project Name] [Insert Project Number] DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 3201 17-4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 4 SUMMARY OF CHANGE [insert Project Name] [Insert Project Number] 3201 18-1 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 3 1 SECTION 32 01 18 2 TEMPORARY ASPHALT PAVING REPAIR 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed for 7 total reconstruction under a Capital Improvement Program or resurfacing under a 8 Street Maintenance Program. 9 2. Repairs of damage caused by CONTRACTOR. 10 3. Any other temporary pavement repair needed during the course of construction. 11 B. Deviations from City of Fort Worth Standards. 12 1. None. 13 C. Related Specification Sections include but are not necessarily limited to 14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 15 Contract. 16 2. Division 1 - General Requirements. 17 3. Section 32 11 23 - Flexible Base Courses. 18 4. Section 32 12 16 - Asphalt Paving. 19 5. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfrll. 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement: 23 a. Temporary Asphalt Paving Repair: measure by the linear foot. 24 2. Payment: Contract unit price bid for the work performed and all materials 25 furnished. No payment for repairs of damage to adjacent pavement caused by 26 Contractor. 27 1.3 REFERENCES 28 A. Definitions 29 1. H.M.A.C. — Hot Mix Asphalt Concrete 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Permitting 32 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 33 and Public Works Department in conformance with current ordinances. 34 2. The Transportation and Public Works Department will inspect the paving repair 35 after construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 3201 18-2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 3 A. Asphalt Pavement Mix Design: submit for approval. Section 32 12 16. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS 9 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 degrees 10 F or higher and rising unless otherwise approved. 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [NOT USED] 14 2.2 MATERIALS 15 A. Backfill: see Section 33 05 10. 16 B. Base Material: 17 1. Flexible Base: Use existing base and add new flexible base as required in 18 accordance with Section 32 11 23. 19 C. Asphalt Concrete: See Section 32 12 16. 20 1. H.M.A.C. paving: Type D. 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 A. Removal: 29 1. Use an approved method that produces a neat edge. 30 2. Use care to prevent fracturing existing pavement structure adjacent to the repair 31 area. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name) [Insert Project Number] 320118-3 TEMPORARY ASPHALT PAVING REPAIR Page 3 of 3 1 B. Base 2 1. Install flexible base material per detail. 3 2. See Section 32 11 23. 4 C. Apshalt Paving 5 1. H.M.A.C. placement: in accordance with Section 32 12 16. 6 2. Type D surface mix. 7 3.5 [REPAIR]/[RESTORATION] [NOT USED] 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 19 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 33 01 30 SEWER AND MANHOLE TESTING 330130-I SEWER AND MANHOLE TESTING Page 1 of 5 5 A. Section Includes: 6 1. Testing for sanitary sewer pipe and manholes prior to placing in service 7 a. Low Pressure Air Test and Deflection (Mandrel) Test 8 1) Excludes pipe with flow 9 2) Hydrostatic Testing is not allowed. 10 b. Vacuum Testing for sanitary sewer manholes 11 2. Before any newly constructed sanitary sewer pipe and manholes are placed into 12 service it shall be cleaned and tested. 13 3. Pipe testing will include low pressure air test and deflection (mandrel) test for 36- 14 inch pipe and smaller. 15 4. Hydrostatic testing is not allowed. 16 5. Manhole testing will include vacuum test. 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 21 Contract 22 2. Division 1 — General Requirements 23 3. Section 03 80 00 — Modifications to Existing Concrete 24 4. Section 33 04 50 — Cleaning of Sewer Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Pipe Testing 28 a. Measurement 29 1) This Item is considered subsidiary to the sanitary sewer main (pipe) 30 completed in place. 31 b. Payment 32 1) The work performed and the materials furnishing in accordance with this 33 Item are subsidiary to the unit price bid per linear foot of sanitary sewer 34 main (pipe) complete in place, and no other compensation will be allowed. 35 2. Manhole Testing 36 a. Measurement 37 1) Measurement for testing manholes shall be per each vacuum test. 38 b. Payment 39 1) The work performed and the materials furnished in accordance with this 40 Item shall be paid for at the unit price bid per each vacuum test completed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 01 30 - 2 SEWER AND MANHOLE TESTING Page 2 of 5 1 c. The price bid shall include: 2 1) Mobilization 3 2) Plugs 4 3) Clean-up 5 1.3 REFERENCES [NOT USED] 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 01 33 00. 9 B. All submittals shall be approved by the Engineer or the City prior to delivery. 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS 12 A. Test and Evaluation Reports 13 1. All test reports generated during testing (pass and fail) 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. Certifications 17 1. Mandrel Equipment 18 a. If requested by City, provide Quality Assurance certification that the equipment 19 used has been designed and manufactured in accordance to the required 20 specifications. 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION 29 A. Low Pressure Air Test (Pipe) 30 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 31 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. 32 B. Deflection (mandrel) test (Pipe) 33 1. Perform as last work item before final inspection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Inset Project Name] [inset Project Number] 330130-3 SEWER AND MANHOLE TESTING Page 3 of 5 1 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 2 3. Materials 3 a. Mandrel used for deflection test 4 1) Use of an uncertified mandrel or a mandrel altered or modified after 5 certification will invalidate the deflection test. 6 2) Mandrel requirements 7 a) Odd number of legs with 9 legs minimum 8 b) Effective length not less than its nominal diameter 9 c) Fabricated of rigid and nonadjustable steel 10 d) Fitted with pulling rings and each end 11 e) Stamped or engraved on some segment other than a runner indicating 12 the following: 13 (1) Pipe material specification 14 (2) Nominal size 15 (3) Mandrel outside diameter (OD) 16 f) Mandrel diameter must be 95 percent of inside diameter (ID) of pipe. 17 C. Vacuum test (Manhole) 18 1. Plug lifting holes and exterior joints. 19 2. Plug pipes and stubouts entering the manhole. 20 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum 21 is drawn. 22 4. Plug pipes with drop connections beyond drop. 23 5. Place test head inside the frame at the top of the manhole. 24 3.4 INSTALLATION 25 A. Low pressure air test (Pipe) 26 1. Install plug with inlet tap. 27 2. Connect air hose to inlet tap and a portable air control source. 28 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch. 29 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 30 psig. Minimum permissible pressure holding time per diameter per length of pipe 31 is computed from the following equation: 32 33 T = (0.0850*D*K) 34 Q 35 Where: 36 T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig 37 K = 0.000419*D*L, but not less than 1.0 38 D = nominal pipe diameter, inches 39 L = length of pipe being tested (by pipe size), feet 40 Q = 0.0015, cubic feet per minute per square foot of internal surface 41 5. UNI-B-6, Table 1 provides required time for given lengths of pipe for sizes 4-inch 42 through 60-inch based on the equation above. 43 6. Stop test if no pressure loss has occurred during the first 25 percent of the 44 calculated testing time. 45 B. Deflection (mandrel) test (Pipe) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330130-4 SEWER AND MANHOLE TESTING Page 4 of 5 1 1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to 2 ensure that maximum allowable deflection is not exceeded. 3 2. Maximum percent deflection by pipe size is as follows: 4 Nominal Pipe Size Inches 12 and smaller 15 through 30 Greater than 30 Percent Deflection Allowed 5.0 4.0 3.0 5 6 C. Vacuum test (Manhole) 7 1. Draw a vacuum of 10 inches of mercury and turn off the pump. 8 2. With the valve closed, read the level vacuum level after the required test time. 9 3. Minimum time required for vacuum drop of 1 inch of mercury is as follows: 10 Depth of Manhole, feet 8 10 12 14 16 18 ** 4-foot Dia Seconds 20 25 30 35 40 40 T=5 5-foot Dia Seconds 26 33 39 45 52 59 T=6.5 6-foot Dia Seconds 33 41 49 57 67 73 T=8 11 ** For manholes over 18 feet deep, add "T" seconds as shown for each respective 12 diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot 13 depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 70 14 seconds. 40+6(5)=70 seconds) 15 16 4. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have 17 failed the test. 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL 21 A. Non -Conforming Work 22 1. Low pressure air test 23 a. Should the air test fail, find and repair leak(s) and retest. 24 2. Deflection (mandrel) test (Pipe) 25 a. Should the mandrel fail to pass, the pipe is considered overdeflected. 26 b. Uncover overdeflected pipe. Reinstall if not damaged. 27 c. If damaged, remove and replace. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 01 30 - 5 SEWER AND MANHOLE TESTING Page 5 of 5 1 3. Vacuum test (Manhole) 2 a. Should the vacuum test fail, repair suspect area and retest. 3 1) External repairs required for leaks at pipe connection to manhole. 4 a) Shall be in accordance with Section 03 80 00. 5 2) Leaks within the manhole structure may be repaired internally or 6 externally. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330131-I CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 1 of 5 1 SECTION 33 01 31 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements and procedures for Closed Circuit Television (CCTV) Inspection of 7 sanitary sewer or storm sewer mains 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 15 4. Section 33 04 50 — Cleaning of Sewer Mains 16 5. Section 33 31 20 — Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 17 6. Section 33 31 21 — Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary 18 Sewer Pipe 19 7. Section 33 31 22 — Sanitary Sewer Slip Lining 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Pre -CCTV Inspection 22 1. Measurement 23 a. Measurement for this Item will be by the linear foot of line televised for CCTV 24 Inspection performed prior to any line modification or replacement determined 25 from the distance recorded on the video tape log. 26 2. Payment 27 a. The work performed and materials furnished in accordance with this Item and 28 measured as provided under "Measurement" will be paid for at the unit price 29 bid per linear foot for "Pre -CCTV Inspection". 30 1) Contractor will not be paid for unaccepted video. 31 3. The price bid shall include: 32 a. Mobilization 33 b. Cleaning 34 c. Digital file 35 B. Post -CCTV Inspection 36 1. Measurement 37 a. Measurement for this Item will be by the linear foot of line televised for CCTV 38 Inspection performed following repair or installation determined from the 39 distance recorded on the video tape log. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 01 31 - 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 2 of 5 1 2. Payment 2 a. The work performed and materials furnished in accordance with this Item and 3 measured as provided under "Measurement" will be paid for at the unit price 4 bid per linear foot for "Post -CCTV Inspection". 5 1) Contractor will not be paid for unaccepted video. 6 3. The price bid shall include: 7 a. Mobilization 8 b. Cleaning 9 c. Digital file 10 1.3 REFERENCES 11 A. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification, unless a date is specifically cited. 15 2. City of Fort Worth Water Department 16 a. City of Fort Worth Water Department CCTV Inspection and Defect Coding 17 Program (CCTV Manual). Contact Field Operations to obtain a copy of the 18 CCTV Manual. 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Meet with City of Fort Worth Water Department staff to confirm that the 22 equipment, software, standard templates, defect codes and defect rankings are being 23 used, if required. 24 1.5 SUBMITTALS 25 A. Submittals shall be in accordance with Section 01 33 00. 26 B. All submittals shall be approved by the Engineer or the City prior to delivery. 27 1.6 INFORMATIONAL SUBMITTALS 28 A. Pre -CCTV submittals for sanitary sewer lines 24 inches and larger, if required 29 1. Project schedule 30 2. Listing of cleaning equipment and procedures 31 3. Listing of flow diversion procedures 32 4. Listing of CCTV equipment 33 5. Listing of backup and standby equipment 34 6. Listing of safety precautions and traffic control measures 35 1.7 CLOSEOUT SUBMITTALS 36 A. Post -CCTV submittals 37 1. 2 copies of CCTV video results on DVD 38 2. 2 hard copies of Inspection Report CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insect Project Number] 33 01 31 - 3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 3 of 5 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS [NOT USED] 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION 11 A. CCTV Equipment 12 1. Use equipment specifically designed and constructed for such inspection. 13 2. Use equipment designed to operate in 100 percent humidity conditions. 14 3. Use equipment with a pan (+270 degrees), tilt, and rotates (360 degrees). 15 4. Use camera with an accurate footage counter that displays on the monitor the 16 distance of the camera (to the nearest 1/10 foot) from the centerline of the starting 17 manhole. 18 5. Use camera with height adjustment so camera lens is always centered at 1/2 the 19 inside diameter, or higher, in the televised pipe. 20 6. Provide sufficient lighting to illuminate the entire periphery of the pipe. 21 7. Provide color video. 22 8. Use the Fort Worth Water Department standardized inspection and coding program 23 by I.T. software with pre -configured template. 24 a. See CCTV Manual. 25 B. Temporary Bypass Pumping — Conform to Section 33 03 10. 26 C. Cleaning — Conform to Section 33 04 50. 27 3.4 INSPECTION (CCTV) 28 A. General 29 1. Begin inspection immediately after cleaning of the main. 30 2. Move camera through the line in either direction at a moderate rate, stopping when 31 necessary to permit proper documentation of the main's condition. 32 3. Do not move camera at a speed greater than 30 feet per minute. 33 4. Use manual winches, power winches, TV cable, and power rewinds that do not 34 obstruct the camera view, allowing for proper evaluation. 35 5. During investigation stop camera at each defect along the main. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 01 31 -4 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 4 of 5 1 a. Record the nature, location and orientation of the defect or infiltration location 2 as specified in the CCTV Manual. 3 6. Pan and tilt the camera to provide additional detail at: 4 a. Manholes 5 b. Service connections 6 c. Joints 7 d. Visible pipe defects such as cracks, broken or deformed pipe, holes, offset 8 joints, obstructions or debris 9 e. Infiltration/Inflow locations 10 f. Pipe material transitions 11 g. Other locations that do not appear to be typical for normal pipe conditions 12 7. Provide accurate distance measurement. 13 a. The meter device is to be accurate to the nearest 1/10 foot. 14 8. CCTV inspections are to be continuous. 15 a. Do not provide a single segment of main on more than 1 DVD. 16 B. Pre -Installation Inspection for Sewer Mains to be rehabilitated 17 1. Perform Pre -CCTV inspection immediately after cleaning of the main and before 18 rehabilitation work. 19 2. If, during inspection, the CCTV will not pass through the entire section of main due 20 to blockage or pipe defect, set up so the inspection can be performed from the 21 opposite manhole. 22 3. Provisions for repairing or replacing the impassable location are addressed in 23 Section 33 31 20, Section 33 31 21 and Section 33 31 22. 24 C. Post -Installation Inspection 25 1. Complete manhole installation before inspection begins. 26 2. Prior to inserting the camera, flush and clean the main in accordance to Section 33 2? 04 50. 28 D. Documentation of CCTV Inspection 29 1. Follow the CCTV Manual for the inspection video, data logging and reporting. 30 3.5 REPAIR / RESTORATION [NOT USED] 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD joR] SITE QUALITY CONTROL [NOT USED] 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING 36 A. See Section 33 04 50. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 33 01 31 - 5 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 5 of 5 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330310-1 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 1 of 5 1 SECTION 33 03 10 2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Bypass pumping of the existing sewer system, required on 1 8-inch and larger sewer 7 lines unless otherwise specified in the Contract Documents 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item will be by lump sum. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item will 20 be paid for at the lump sum price bid for "Bypass Pumping". 21 3. The price bid shall include: 22 a. Mobilization 23 b. Development of bypass plans 24 c. Transportation and storage 25 d. Setup 26 e. Confined space entry 27 f. Plugging 28 g. Pumping 29 h. Clean up 30 i. Manhole restoration 31 j. Surface restoration 32 1.3 REFERENCES 33 A. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification, unless a date is specifically cited. 37 2. Occupational Safety and Health Organization (OSHA). 38 1.4 ADMINISTRATIVE REQUIREMENTS 39 A. Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Nmnber] 330310-2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 2 of 5 1 1. Schedule meeting with City to review sewer shutdown prior to replacing or 2 rehabilitating any facilities. 3 2. City reserves the right to delay schedule due to weather conditions, or other 4 unexpected emergency within the sewer system. 5 3. Review bypass pumping arrangement or layout in the field with City prior to 6 beginning operations. Facilitate preliminary bypass pumping run with City staff 7 present to affirm the operation is satisfactory to the City. 8 4. After replacement or rehabilitation of facilities, coordinate the reestablishment of 9 sewer flow with City staff. 10 5. Provide onsite continuous monitoring during all bypass pumping operations using 11 one of the following methods: 12 a. Personnel on site 13 b. Portable SCADA equipment 14 1.5 SUBMITTALS 15 A. Submittals shall be in accordance with Section 01 33 00. 16 B. All submittals shall be approved by the Engineer or the City prior to delivery. 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 18 A. Submit a detailed plan and description outlining all provisions and precautions that will 19 be taken with regard to the handling of sewer flows. Submit the plan to the City for 20 approval a minimum of 7 days prior to commencing work. Include the following 21 details: 22 1. Schedule for installation and maintenance of the bypass pumping system 23 2. Staging areas for pumps 24 3. Pump sizes, capacity, number of each size, and power requirements 25 4. Calculations for static lift, friction losses, and velocity 26 5. Pump curves showing operating range and system head curves 27 6. Sewer plugging methods 28 7. Size, length, material, joint type, and method for installation of suction and 29 discharge piping 30 8. Method of noise control for each pump and/or generator, if required 31 9. Standby power generator size and location 32 10. Suction and discharge piping plan 33 11. Emergency action plan identifying the measures taken in the event of a pump 34 failure or sewer spill 35 12. Staffing plan for responding to alarm conditions identifying multiple contacts by 36 name and phone numbers (office, mobile) 37 13. A contingency plan to implement in the event the replacement or rehabilitation has 38 unexpected delays or problems CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 201 I [Insert Project Name] [Insect Project Number] 3303I0-3 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 3 of 5 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 9 2.2 EQUIPMENT 10 A. Pumping 11 1. Provide equipment that will convey 100 percent of wet weather peak flow 12 conditions. 13 2. Provide fully automatic self -priming pumps. Foot -valves or vacuum pumps are not 14 permitted for priming the system. 15 3. Pumps must be constructed to allow dry running for periods of time to account for 16 the cyclical nature of sewer flow. 17 4. Provide 1 stand-by pump for each size to be maintained on site. Place backup 18 pumps on line, isolated from the primary system by valve. 19 5. If multiple pumps are required to meet the flow requirements, provide the necessary 20 fittings and connections to incorporate multiple discharges. 21 6. Noise levels of the pumping system must follow the requirements of the City noise 22 ordinance for gas wells. 23 B. Piping 24 1. Install pipes with joints which prevent the incident of flow spillage. 25 C. Plugs or Stop Logs 26 1. Plugs 27 a. Select a plug that is made for the size and potential pressure head that will be 28 experienced. 29 b. Provide an additional anchor, support or bracing to secure plug when back 30 pressure is present. 31 c. Use accurately calibrated air pressure gauges for monitoring the inflation 32 pressure. 33 d. Place inflation gauge at location outside of confined space area. Keep the 34 inflation gauge and valve a safe distance from the plugs. 35 e. Never over inflate the plug beyond its pressure rating. 36 2. Stop Logs 37 a. Use stop log devices designed for the manhole or sewer vault structure in use. 38 b. If applicable, obtain stop logs from City that may be used on specific structures. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [Insert Project Name] [Insert Project Number] 330310-4 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 4 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. Locate the bypass pipelines in area to minimize disturbance to existing utilities and 8 obtain approval of those locations from the City. 9 B. Make preparations to comply with OSHA requirements when working in the presence 10 of sewer gases, oxygen -deficient atmospheres and confined spaces. 11 C. Do not begin bypass preparation and operation until City approval of the submittals 12 requested per this Specification. 13 3.4 INSTALLATION 14 A. Install and operate pumping and piping equipment in accordance to the submittals 15 provided per this Specification. 16 B. Sewer flow stoppage 17 1. Plugging 18 a. Use confined space procedures and equipment during installation when 19 necessary. 20 b. Thoroughly clean the pipe before insertion of the plug. 21 c. Insert the plug seal surface completely so it is fully supported by the pipe. 22 d. Position the plug where there are not sharp edges or protrusions that may 23 damage the plug. 24 e. Use pressure gauges for measuring inflation pressures. 25 f. Minimize upstream pressure head before deflating and removing. 26 C. Sewer flow control and monitoring 27 1. Take sufficient precautions to ensure sewer flow operations do not cause flooding 28 or damage to public or private property. The Contractor is responsible for any 29 damage resulting from bypass pumping operations. 30 2. Begin continual monitoring of the sewer system as soon as the sewer is plugged or 31 blocked. Be prepared to immediately start bypass pumping if needed due to 32 surcharge conditions. 33 3. Sewer discharge may be into another sewer manhole or appropriate vehicle or 34 container only. Do not discharge sewer into an open environment such as an open 35 channel or earthen holding facility. 36 4. Do not construct bypass facilities where vehicular traffic may travel over the 37 piping. 38 a. Provide details in the suction and discharge piping plan that accommodate both 39 the bypass facilities and traffic without disrupting either service. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insect Project Name] [insert Project Number] 330310-5 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 5 of 5 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [oR] SITE QUALITY CONTROL 4 A. Field [oR] Site Tests and Inspections 5 1. Perform leakage and pressure tests of the bypass pumping pipe and equipment 6 before actual operation begins. Have City staff on site during tests. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES 11 A. Once plugging or blocking is no longer necessary, remove in such a way that permits 12 the sewer flow to slowly return to normal — preventing surge, surcharging and major 13 downstream disturbance. 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 19 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330430-1 TEMPORARY WATER SERVICES Page 1 of 4 1 SECTION 33 04 30 2 TEMPORARY WATER SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Water Service needed to maintain service during water main 7 replacement project 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Products Installed But Not Furnished Under This Section 11 1. Fire Hydrant Meters 12 D. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Specification 32 12 16 — Asphalt Paving 17 4. Specification 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 5. Specification 33 04 40 — Cleaning and Acceptance Testing of Water Mains 19 6. Specification 33 12 10 — Water Services 1-inch to 2-inch 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for Temporary Water Services will be measured by: 24 1) Lump sum or 25 2) Per linear foot of Temporary Water Main for Miscellaneous Projects only 26 2. Payment 27 a. The work performed and materials furnished in accordance with this Item and 28 measured under "Measurement" will be paid for at the unit price bid for 29 "Temporary Water Service" of the type specified. 30 3. The price bid shall include: 31 a. Temporary water service line 32 b. Connections 33 c. Fittings 34 d. Valves 35 e. Corporation stops 36 f. Temporary asphalt for crossings 37 g. Traffic Control 38 h. Disinfection 39 i. Removal of temporary services CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330430-2 TEMPORARY WATER SERVICES Page 2 of 4 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. NSF International 7 a. 61, Drinking Water System Components — Health Effects 8 3. ASTM International (ASTM): 9 a. D3035, Standard Specification for Polyethylene (PE) Plastic Pipe (DR -PR) 10 Based on Controlled Outside Diameter 11 1.4 ADMINISTRATIVE REQUIREMENTS 12 A. Scheduling 13 1. Provide advance notice for service interruption and meet requirements of Division 14 1. 15 1.5 SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED PRODUCTS 25 A. Fire Hydrant Meters 26 2.2 EQUIPMENT, PRODUCT TYPE, AND MATERIALS 27 A. Description 28 1. Regulatory Requirements 29 a. All Temporary Water Service components in contact with potable water shall 30 conform to the requirements of NSF 61. 31 B. Materials 32 1. Service Couplings, Fittings, and Corporation Stops 33 a. Conform to Section 33 12 10. 34 2. Service lines 35 a. Polyethylene tubing 36 b. Conform to ASTM D3035 and SDR 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330430-3 TEMPORARY WATER SERVICES Page 3 of 4 1 3. Temporary Water Service Main 2 a. Galvanized steel pipe 3 b. Conform to Schedule 40. 4 4. Driveway Approach 5 a. Asphalt 6 1) Type B Asphalt in accordance with Section 32 12 16 7 C. Design Criteria 8 1. Service lines 9 a. 3/4-inch minimum pipe size 10 b. Minimum flow rate of 5 GPM at a dynamic pressure of 35 psi 11 2. Temporary Water Service Main 12 a. 2-inch minimum pipe size 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATION [NOT USED] 19 3.4 INSTALLATION 20 A. General 21 1. Install Temporary Water Services in accordance with provisions herein and in 22 accordance with City Standard Details. 23 2. Perform disinfection test of temporary water service main and water services in 24 accordance with Section 33 04 40. 25 B. Temporary Water Service Installation 26 1. Connect to existing water supply 27 a. Fire hydrant 28 1) Connect to fire hydrant with hydrant meter and 2-inch gate valve. 29 b. If a fire hydrant is not available, tap existing water main. 30 1) Connect to water main with 2-inch service tap and a corporation stop in 31 accordance with Section 33 12 10. 32 2) Record water usage with a hydrant meter. 33 3) Do not tap existing water main, unless approved by the City. 34 2. Water service 35 a. Connect 3/-inch water service to 2-inch temporary water service main. 36 b. Remove existing meters, tag with address and provide to City Inspector. 37 c. Connect %-inch temporary water service to existing private service. 38 d. Cover domestic meter box with protective guard or barricade. 39 C. Intersection and Driveway Approach Crossing for Temporary Water Service 40 1. Crossing for Temporary Water Service Main CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330430-4 TEMPORARY WATER SERVICES Page 4 of 4 1 a. Cover temporary service line with sufficient asphalt to protect service line and 2 to provide a driveable crossing. 3 b. If required to bury temporary service line due to high volume traffic, or other 4 reasons required by the City, excavate, embed and backfill in accordance with 5 Section 33 05 10. 6 3.5 REPAIR / RESTORATION [NOT USED] 7 3.6 RE -INSTALLATION [NOT USED] 8 3.7 FIELD [oR] SITE QUALITY CONTROL 9 A. Field Tests and Inspections 10 1. Check each water service installation for leaks with full flow through the curb stop 11 at the time the main is tested in accordance with Section 33 04 40. 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330440-1 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 1 of 7 1 SECTION 33 04 40 2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. General 6 1. Before any newly constructed potable water mains will be permitted to be placed 7 into service in the Fort Worth Water Department's Water Distribution System, it 8 shall be cleaned (purged) and tested, or cleaned, disinfected, and tested until the 9 bacteria count within the water main meets the standards established by the Fort 10 Worth Water Department and the requirements of Chapter 290 of the Texas 11 Administrative Code (TAC) established by the Texas Commission on 12 Environmental Quality (TCEQ). 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Foluis, and Conditions of the 17 Contract 18 2. Division 1 — General Requirements 19 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. This Item is considered subsidiary to the water main being Cleaned and Tested. 24 2. Payment 25 a. The work performed and the materials furnished in accordance with this Item 26 are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological 27 testing and shall be subsidiary to the unit price bid per linear foot of water pipe 28 complete in place, and no other compensation will be allowed. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Water Works Association/American (AWWA): 35 a. C301, Prestressed Concrete Pressure Pipe, Steel -Cylinder Type. 36 b. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. 37 c. C651, Disinfecting Water Mains. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [insert Project Number] 330440-2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 2 of 7 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals 4 For 24-inch and larger water mains, provide the following: 5 1. Cleaning Plan — Prior to the start of construction, submit a water main cleaning plan 6 detailing the methods and schedule, including: 7 a. A detailed description of cleaning procedures 8 b. Pigging entry and exit ports 9 c. Flushing procedures 10 d. Plans and hydraulic calculations to demonstrate adequate flushing velocities 11 e. Control of water 12 f. Disposal 13 2. Disinfection Plan — prior to the start of construction submit a disinfection plan 14 including: 15 a. The method mixing and introducing chlorine 16 b. Flushing 17 c. De -chlorination 18 d. Sampling 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED loR] OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 PRODUCT TYPES 29 A. Pigs 30 1. Open cell polyurethane foam body 31 2. Densities between 2 pounds per cubic foot up to 8 pounds per cubic foot 32 3. May be wrapped with polyurethane spiral bands 33 4. Abrasives are not permitted, unless expressly approved by the City in writing for 34 the particular application. 35 5. Must pass through a reduction up to 65 percent of the cross sectional area of the 36 nominal pipe diameter CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 2 330440-3 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 3 of 7 6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends, tees, crosses, wyes, and gate valves. 3 2.3 ACCESSORIES [NOT USED] 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 ERECTION/INSTALLATION/APPLICATION [NOT USED] 10 3.5 REPAIR/RESTORATION [NOT USED] 11 3.6 RE -INSTALLATION [NOT USED] 12 3.7 FIELD FOR] SITE QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING 16 A. General 17 1. All water mains shall be cleaned prior to bacteriological testing. 18 a. Pig all 36-inch and smaller water mains. 19 b. Pig or manually sweep 42-inch and larger mains. 20 c. Flushing is only permitted when specially designated in the Drawings, or if 21 pigging is not practical and approved by the City. 22 B. Pigging Method 23 1. If the method of pigging is to be used, prepare the main for the installation and 24 removal of a pig, including: 25 a. Furnish all equipment, material and labor to satisfactorily expose cleaning wye, 26 remove cleaning wye covers, etc. 27 b. Where expulsion of the pig is required through a dead -ended conduit: 28 1) Prevent backflow of purged water into the main after passage of the pig. 29 2) Install a mechanical joint to provide a riser out of the trench on 12-inch and 30 smaller mains to prevent backwater re-entry into the main. 31 3) Additional excavation of the trench may be performed on mains over 12 32 inches, to prevent backwater re-entry into the main. 33 4) Flush any backflow water that inadvertently enters the main. 34 c. Flush short dead-end pipe sections not swabbed by a pig. 35 d. Once pigging is complete: 36 1) Pigging wyes shall remain in place unless otherwise specified in the 37 Contract Documents. 38 2) Install cleaning wye, blind flanges or mechanical joint plugs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330440-4 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page4of7 1 3) Plug and place blocking at other openings. 2 4) Backfill 3 5) Complete all appurtenant work necessary to secure the system and proceed 4 with disinfection. 5 C. Flushing Method 6 1. Prepare the main by installing blow -offs at appropriate locations, of sufficient sizes 7 and numbers, and with adequate flushing to achieve a minimum velocity in the 8 main of 2.5 feet per second. 9 a. Minimum blow -off sizes for various main sizes are as follows: 10 1) 4-inch through 8-inch main — 3/-inch blow -off 11 2) 10-inch through 12-inch main — 1-inch blow -off 12 3) 16-inch and greater main — 2-inch blow -off 13 b. Flushing shall be subject to the following limitations: 14 1) Limit the volume of water for flushing to 3 times the volume of the water 15 main. 16 2) Do not unlawfully discharge chlorinated water. 17 3) Do not damage private property. 18 4) Do not create a traffic hazard. 19 c. Once Flushing is complete: 20 1) Corporations stops used for flushing shall be plugged. 21 D. Daily main cleaning 22 1. Wipe joints and then inspect for proper installation. 23 2. Sweep each joint and keep clean during construction. 24 3. Install a temporary plug on all exposed mains at the end of each working day or an 25 extended period of work stoppage. 26 E. Hydrostatic Testing 27 1. All water main that is to be under pressure, shall be hydrostatically tested to meet 28 the following criteria: 29 a. Furnish and install corporations for proper testing of the main. 30 1) Furnish adequate and satisfactory equipment and supplies necessary to 31 make such hydrostatic tests. 32 2) The section of line to be tested shall be gradually filled with water, 33 carefully expelling the air and the specified pressure applied. 34 b. The City will furnish water required for the testing at its nearest City line. 35 c. Expel air from the pipe before applying the required test pressure. 36 d. Test Pressure 37 1) Test pressures should meet the following criteria: 38 a) Not less than 1.25 (187 psi minimum) times the stated working 39 pressure of the pipeline measured at the highest elevation along the test 40 section. 41 b) Not less that 1.5 (225 psi minimum) times the stated working pressure 42 at the lowest elevation of the test section. 43 e. Test Conditions 44 1) Must be at least 2 hour duration 45 2) Add water as necessary to sustain the required test pressure. 46 3) Test Fire hydrants to the fire hydrant valve. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330440-5 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 5 of 7 1 a) Leave the isolation valve on the fire hydrant lead line open during the 2 hydrostatic testing. 3 4) Close isolation valves for air release valves. 4 5) Makeup water must come from a container of fixed 55 gallon container that 5 does not have a water source. 6 f. Measure all water used in the pressure test through an approved meter, or 7 measure the difference in volume within a 55 gallon container. 8 1) Do not test against existing water distribution valves unless expressly 9 provided for in the Drawings, or approved by the City. 10 2) If the City denies approval to test against existing water distribution system 11 valve, then make arrangements to plug and test the pipe at no additional 12 cost. 13 2. Allowable Leakage 14 a. No pipe installation should be accepted if the amount of makeup water is 15 greater than that determined using the following formula: 16 In inch -pound units, 17 L = SD \IP 18 148,000 19 20 Where: 21 L = testing allowance (make up water), gallons per hour 22 S = length of pipe tested, ft. 23 D = nominal diameter of pipe, in. 24 P = average test pressure during the hydrostatic test, psi 25 b. For any pipeline that fails to pass hydrostatic test: 26 1) Identify the cause 27 2) Repair the leak 28 3) Restore the trench and surface 29 4) Retest 30 c. All costs associated with repairing the pipeline to pass the hydrostatic test is the 31 sole responsibility of the Contractor and included in the price per linear foot of 32 pipe. 33 d. If the City determines that an existing system valve is responsible for the 34 hydrostatic test to fail, the Contractor shall make provisions to test the pipeline 35 without the use of the system valve. 36 e. There shall be no additional payment to the Contractor if the existing valve is 37 unable to sustain the hydrostatic test and shall be included in the price per linear 38 foot of pipe. 39 F. Disinfection 40 1. General 41 a. Disinfection of the main shall be accomplished by the "continuous feed" 42 method or the "slug" method as determined by the Contractor. 43 b. The free chlorine amounts shown are minimums. The Contractor may require 44 higher rates. 45 1) Calcium hypochlorite granules shall be used as the source of chlorine. 46 c. Continuous Feed Method 47 1) Apply water at a constant rate in the newly laid main. 48 a) Use the existing distribution system or other approved source of 49 supply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330440-6 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 6 of 7 1 2) At a point not more than 10 feet downstream from the beginning of the new 2 main, water entering the new main shall receive a dose of chlorine. 3 a) Free chlorine concentration: 50 mg/L minimum, or as required by 4 TCEQ, whichever is greater. 5 b) Chlorine applications shall not cease until the entire conduit is filled 6 with heavily chlorinated water. 7 3) Retain chlorinated water in the main for at least 24 hours. 8 a) Operate valves and hydrants in the section treated in order to disinfect 9 the appurtenances. 10 b) Prevent the flow of chlorinated water into mains in active service. 11 c) Residual at the end of the 24-hour period: 10 mg /L free chlorine, 12 minimum, for the treated water in all portions of the main. 13 4) Flush the heavily chlorinated water from the main and dispose of in a 14 manner and at a location accepted by the City. 15 5) Test the chlorine residual prior to flushing operations. 16 a) If the chlorine residual exceeds 4 mg/L, the water shall remain in the 17 new main until the chlorine residual is less the 4 mg/L. 18 b) The Contractor may choose to evacuate the water into water trucks, or 19 other approved storage facility, and treat the water with Sodium 20 Bisulfate, or another de -chlorination chemical, or method appropriate 21 for potable water and approved by the City until the chlorine residual is 22 reduced to 4 mg/L or less. 23 c) After the specified chlorine residual is obtained, the water may then be 24 discharged into the drainage system or utilized by the Contractor. 25 d. Slug Method 26 1) Water from the existing distribution system or other approved source of 27 supply shall be made to flow at a constant rate in the newly laid main. 28 2) At a point not more than 10 feet downstream from the beginning of the new 29 main, water entering the new main shall receive a dose of chlorine. 30 a) Free chlorine concentration: 100 mg/L minimum, or as required by 31 TCEQ, whichever is greater. 32 b) The chlorine shall be applied continuously and for a sufficient time to 33 develop a solid column or "slug" of chlorinated water that shall expose 34 all interior surfaces to the "slug" for at least 3 hours. 35 3) Operate the fittings and valves as the chlorinated water flows past to 36 disinfect the appurtenances. 37 4) Prevent the flow of chlorinated water into mains in active service. 38 5) Flush the heavily chlorinated water from the main and dispose of in a 39 manner and at a location accepted by the City. 40 6) Upon completion, test the chlorine residual remaining in the main. 41 a) Chlorine levels of 4 mg/1 or less should be maintained. 42 2. Contractor Requirements 43 a. Furnish all equipment, material and labor to satisfactorily prepare the main for 44 the disinfection method approved by the City with adequate provisions for 45 sampling. 46 b. Make all necessary taps into the main to accomplish chlorination of a new line, 47 unless otherwise specified in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330440-7 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 7 of 7 1 c. After satisfactory completion of the disinfection operation, as determined by 2 the City, remove surplus pipe at the chlorination and sampling points, plug the 3 remaining pipe, backfill and complete all appurtenant work necessary to secure 4 the main. 5 G. Bacteriological Testing (Water Sampling) 6 1. General 7 a. Notify the City when the main is suitable for sampling. 8 b. The City shall then take water samples from a suitable tap for analysis by the 9 City's laboratory, unless otherwise specified in the Contract Documents. 10 1) No hose or fire hydrant shall be used in the collection of samples. 11 2. Water Sampling 12 a. Complete microbiological sampling prior to connecting the new main into the 13 existing distribution system in accordance with AWWA C651. 14 b. Collect samples for bacteriological analysis in sterile bottles treated with 15 sodium thiosulfate. 16 c. Collect 2 consecutive sets of acceptable samples, taken at least 24 hours apart, 17 from the new main. 18 d. Collect at least 1 set of samples from every 1,000 linear feet of the new main 19 (or at the next available sampling point beyond 1,000 linear feet as designated 20 by the City), plus 1 set from the end of the line and at least 1 set from each 21 branch. 22 e. If trench water has entered the new main during construction or, if in the 23 opinion of the City, excessive quantities of dirt or debris have entered the new 24 main, obtain bacteriological samples at intervals of approximately 200 linear 25 feet. 26 f. Obtain samples from water that has stood in the new main for at least 16 hours 27 after formal flushing. 28 3. Repetition of Sampling 29 a. Unsatisfactory test results require a repeat of the disinfection process and re- 30 sampling as required above until a satisfactory sample is obtained. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 37 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [Insert Project Name] [Insert Project Number] 330510-I UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 18 1 SECTION 33 05 10 2 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: • 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Backfill 22 g. Compaction 23 B. Deviations from this City of Fort Worth Standard Specification 24 1. None. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 27 Contract 28 2. Division 1 — General Requirements 29 3. Section 02 41 13 — Selective Site Demolition 30 4. Section 02 41 15 — Paving Removal 31 5. Section 02 41 14 — Utility Removal/Abandonment 32 6. Section 03 34 13 — Controlled Low Strength Material (CLSM) 33 7. Section 31 10 00 — Site Clearing 34 8. Section 31 25 00 — Erosion and Sediment Control 35 9. Section 33 05 26 — Utility Markers/Locators 36 10. Section 34 71 13 — Traffic Control 37 1.2 PRICE AND PAYMENT PROCEDURES 38 A. Measurement and Payment 39 1. Trench Excavation, Embedment and Backfill associated with the installation of an 40 underground utility or excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330510-2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 18 1 a. Measurement 2 1) This Item is considered subsidiary to the installation of the utility pipe line 3 as designated in the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item are considered subsidiary to the installation of the utility pipe for the 7 type of embedment and backfill as indicated on the plans. No other 8 compensation will be allowed. 9 2. Imported Embedment or Backfill 10 a. Measurement 11 1) Measured by the cubic yard as delivered to the site and recorded by truck 12 ticket provided to the City 13 b. Payment 14 1) Imported fill shall only be paid when using materials for embedment and 15 backfill other than those identified in the Drawings. The work performed 16 and materials furnished in accordance with pre -bid item and measured as 17 provided under "Measurement" will be paid for at the unit price bid per 18 cubic yard of "Imported Embedment/Backfill" delivered to the Site for: 19 a) Various embedment/backfill materials 20 c. The price bid shall include: 21 1) Furnishing backfill or embedment as specified by this Specification 22 2) Hauling to the site 23 3) Placement and compaction of backfill or embedment 24 3. Ground Water Control 25 a. Measurement 26 1) Measurement shall be lump sum when a ground water control plan is 27 specifically required by the Contract Documents. 28 b. Payment 29 1) Payment shall be per the lump sum price bid for "Ground Water Control" 30 including: 31 a) Submittals 32 b) Additional Testing 33 c) Ground water control system installation 34 d) Ground water control system operations and maintenance 35 e) Disposal of water 36 f) Removal of ground water control system 37 4. Trench Safety 38 a. Measurement 39 1) Measured per linear foot of excavation for all trenches that require trench 40 safety in accordance with OSHA excavation safety standards (29 CFR Part 41 1926 Subpart P Safety and Health regulations for Construction) 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under "Measurement" will be paid for at the unit 45 price bid per linear foot of excavation to comply with OSHA excavation 46 safety standards (29 CFR Part 1926.650 Subpart P), including, but not 47 limited to, all submittals, labor and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330510-3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 18 1 1.3 REFERENCES 2 A. Definitions 3 1. General — Definitions used in this section are in accordance with Terminologies 4 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 5 noted. 6 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 7 haunching bedding, springline, pipe zone and foundation are defined as shown in 8 the following schematic: EMBEDMENT \\\\ (' PAVED AREAS q yy� >\/, \`\ INITIAL BACKFILL SPRINGLINE HAUNCHING BEDDING FOUNDATION UNPAVED AREAS N J LJ z 0 N Lr., 3- , , //'•\/>\-»'/)' < N //x/yiiy!i/ OD CLEARANCE EXCAVATED TRENCH WIDTH 9 10 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic 11 material 12 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding 13 or the trench foundation 14 5. Final Backfill Depth 15 a. Unpaved Areas — The depth of the final backfill measured from the top of the 16 initial backfill to the surface 17 b. Paved Areas — The depth of the final backfill measured from the top of the 18 initial backfill to bottom of permanent or temporary pavement repair 19 B. Reference Standards CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [lnsert Project Number] 33 05 10 - 4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 18 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. ASTM Standards: 5 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 6 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 7 Magnesium Sulfate 8 c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 9 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 10 Bridge Construction. 11 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 12 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 13 f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil- 14 Cement Mixture 15 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 16 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 17 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 18 Place by Sand Cone Method. 19 i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes 20 (Unified Soil Classification System) 21 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 22 and Other Gravity -Flow Applications 23 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 24 Aggregate in Place by Nuclear Methods (Shallow Depth) 25 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 26 place by Nuclear Methods (Shallow Depth) 27 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 28 Weight of Soils and Calculations of Relative Density 29 3. OSHA 30 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 31 Regulations for Construction, Subpart P - Excavations 32 1.4 ADMINISTRATIVE REQUIREMENTS 33 A. Coordination 34 1. Utility Company Notification 35 a. Notify area utility companies at least 48 hours in advance, excluding weekends 36 and holidays, before starting excavation. 37 b. Request the location of buried lines and cables in the vicinity of the proposed 38 work. 39 B. Sequencing 40 1. Sequence work for each section of the pipe installed to complete the embedment 41 and backfill placement on the day the pipe foundation is complete. 42 2. Sequence work such that proctors are complete in accordance with ASTM D698 43 prior to commencement of construction activities. 44 1.5 SUBMITTALS 45 A. Submittals shall be in accordance with Section 01 33 00. 46 B. All submittals shall be approved by the Engineer or the City prior to construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 01' 18 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Shop Drawings 3 1. Provide detailed drawings and explanation for ground water and surface water 4 control, if required. 5 2. Trench Safety Plan in accordance with Occupational Safety and Health 6 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 7 Excavations 8 3. Stockpiled excavation and/or backfill material 9 a. Provide a description of the storage of the excavated material only if the 10 Contract Documents do not allow storage of materials in the right-of-way of the 11 easement. 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING 16 A. Storage 17 1. Within Existing Rights -of -Way (ROW) 18 a. Spoil, imported embedment and backfill materials may be stored within 19 existing ROW, easements or temporary construction easements, unless 20 specifically disallowed in the Contract Documents. 21 b. Do not block drainage ways, inlets or driveways. 22 c. Provide erosion control in accordance with Section 31 25 00. 23 d. Store materials only in areas barricaded as provided in the traffic control plans. 24 e. In non -paved areas, do not store material on the root zone of any trees or in 25 landscaped areas. 26 2. Designated Storage Areas 27 a. If the Contract Documents do not allow the storage of spoils, embedment or 28 backfill materials within the ROW, easement or temporary construction 29 easement, then secure and maintain an adequate storage location. 30 b. Provide an affidavit that rights have been secured to store the materials on 31 private property. 32 c. Provide erosion control in accordance with Section 31 25 00. 33 d. Do not block drainage ways. 34 e. Only materials used for 1 working day will be allowed to be stored in the work 35 zone. 36 B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 37 1.11 FIELD [SITE] CONDITIONS 38 A. Existing Conditions 39 1. Any data which has been or may be provided on subsurface conditions is not 40 intended as a representation or warranty of accuracy or continuity between soils. It 41 is expressly understood that neither the City nor the Engineer will be responsible 42 for interpretations or conclusions drawn there from by the Contractor. 43 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 18 I 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS 3 2.1 OWNER -FURNISHED Loa] OWNER -SUPPLIED PRODUCTS 4 2.2 MATERIALS 5 A. Materials 6 1. Utility Sand 7 a. Granular and free flowing 8 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 9 fine aggregate according to ASTM C 33 10 c. Reasonably free of organic material 11 d. Gradation: Sieve Size Percent Retained 1 inch 0 3/8 inch 0-10 #40 20-60 #100 95 12 2. Crushed Rock 13 a. Durable crushed rock or recycled concrete 14 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 15 c. May be unwashed 16 d. Free from significant silt clay or unsuitable materials 17 e. Percentage of wear not more than 40 percent per ASTM C131 or C535 18 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 19 sodium sulfate soundness per ASTM C88 20 3. Fine Crushed Rock 21 a. Durable crushed rock 22 b. Meets the gradation of ASTM D448 size numbers 8 or 89 23 c. May be unwashed 24 d. Free from significant silt clay or unsuitable materials. 25 e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 26 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 27 sodium sulfate soundness per ASTM C88 28 4. Ballast Stone 29 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 30 b. May be unwashed 31 c. Free from significant silt clay or unsuitable materials 32 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 33 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 34 sodium sulfate soundness per ASTM C88 35 5. Acceptable Backfill Material 36 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 37 ASTM D2487 38 b. Free from deleterious materials, boulders over 6 inches in size and organics 39 c. Can be placed free from voids CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 18 1 d. Must have 20 percent passing the number 200 sieve 2 6. Blended Backfill Material 3 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 4 b. Blended with in -situ or imported acceptable backfill material to meet the 5 requirements of an Acceptable Backfill Material 6 c. Free from deleterious materials, boulders over 6 inches in size and organics 7 d. Must have 20 percent passing the number 200 sieve 8 7. Unacceptable Backfill Material 9 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 10 D2487 11 8. Select Fill 12 a. Classified as SC or CL in accordance with ASTM D2487 13 b. Liquid limit less than 35 14 c. Plasticity index between 8 and 20 15 9. Cement Stabilized Sand (CSS) 16 a. Sand or silty sand 17 b. Free of clay or plastic material 18 c. Minimum of 4 percent cement content of Type I/II portland cement 19 d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM 20 D1633, Method A 21 e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM 22 D1633, Method A 23 f. Mix in a stationary pug mill, weigh -batch or continuous mixing plant 24 10. Controlled Low Strength Material (CLSM) 25 a. Conform to Section 03 34 13 26 11. Trench Geotextile Fabric 27 a. Soils other than ML or OH in accordance with ASTM D2487 28 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 29 2) Fibers shall retain their relative position 30 3) Inert to biological degradation 31 4) Resist naturally occurring chemicals 32 5) UV Resistant 33 6) Mirafi 140N by Tencate, or approved equal 34 b. Soils Classified as ML or OH in accordance with ASTM D2487 35 1) High -tenacity monofilament polypropylene woven yarn 36 2) Percent open area of 8 percent to10 percent 37 3) Fibers shall retain their relative position 38 4) Inert to biological degradation 39 5) Resist naturally occurring chemicals 40 6) UV Resistant 41 7) Mirafi FW402 by Tencate, or approved equal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [insert Project Name] [Insert Project Number] 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 18 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Verification of Conditions 7 1. Review all known, identified or marked utilities, whether public or private, prior to 8 excavation. 9 2. Locate and protect all known, identified and marked utilities or underground 10 facilities as excavation progresses. 11 3. Notify all utility owners within the project limits 48 hours prior to beginning 12 excavation. 13 4. The information and data shown in the Drawings with respect to utilities is 14 approximate and based on record information or on physical appurtenances 15 observed within the project limits. 16 5. Coordinate with the Owner(s) of underground facilities. 17 6. Immediately notify any utility owner of damages to underground facilities resulting 18 from construction activities. 19 7. Repair any damages resulting from the construction activities. 20 B. Notify the City immediately of any changed condition that impacts excavation and 21 installation of the proposed utility. 22 3.3 PREPARATION 23 A. Protection of In -Place Conditions 24 1. Pavement 25 a. Conduct activities in such a way that does not damage existing pavement that is 26 designated to remain. 27 b. Repair or replace any pavement damaged due to the negligence of the 28 contractor outside the limits designated for pavement removal at no additional 29 cost to the City. 30 2. Trees 31 a. When operating outside of existing ROW, stake permanent and temporary 32 construction easements. 33 b. Restrict all construction activities to the designated easements and ROW. 34 c. Flag and protect all trees designated to remain in accordance with Section 31 10 35 00. 36 d. Conduct excavation, embedment and backfill in a manner such that there is no 37 damage to the tree canopy. 38 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 39 specifically allowed by the City. 40 1) Pruning or trimming may only be accomplished with equipments 41 specifically designed for tree pruning or trimming. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 18 1 f. Remove trees specifically designated to be removed in the Drawings in 2 accordance with Section 31 10 00. 3 3. Above ground Structures 4 a. Protect all above ground structures adjacent to the construction. 5 b. Remove above ground structures designated for removal in the Drawings in 6 accordance with Section 02 41 13 7 4. Traffic 8 a. Maintain existing traffic, except as modified by the traffic control plan, and in 9 accordance with Section 34 71 13. 10 b. Do not block access to driveways or alleys for extended periods of time unless: 11 1) Alternative access has been provided 12 2) Proper notification has been provided to the property owner or resident 13 3) It is specifically allowed in the traffic control plan 14 c. Use traffic rated plates to maintain access until access is restored. 15 5. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops 16 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 17 excavation that could impact the operations of an existing traffic signal. 18 b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit 19 and detector loops. 20 c. Immediately notify the City's Traffic Services Division if any damage occurs to 21 any component of the traffic signal due to the contractors activities. 22 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 23 cabinets, conduit and detector loops as a result of the construction activities. 24 6. Fences 25 a. Protect all fences designated to remain. 26 b. Leave fence in the equal or better condition as prior to construction. 27 3.4 INSTALLATION 28 A. Excavation 29 1. Excavate to a depth indicated on the Drawings. 30 2. Trench excavations are defined as unclassified. No additional payment shall be 31 granted for rock or other in -situ materials encountered in the trench. 32 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 33 and bracing in accordance with the Excavation Safety Plan. 34 4. The bottom of the excavation shall be firm and free from standing water. 35 a. Notify the City immediately if the water and/or the in -situ soils do not provide 36 for a film trench bottom. 37 b. The City will determine if any changes are required in the pipe foundation or 38 bedding. 39 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 40 excavation shall not advance beyond the pipe placement so that the trench may be 41 backfilled in the same day. 42 6. Over Excavation 43 a. Fill over excavated areas with the specified bedding material as specified for 44 the specific pipe to be installed. 45 b. No additional payment will be made for over excavation or additional bedding 46 material. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [lnseil Project Number] 330510 -10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 18 1 7. Unacceptable Backfill Materials 2 a. In -situ soils classified as unacceptable backfill material shall be separated from 3 acceptable backfill materials. 4 b. If the unacceptable backfill material is to be blended in accordance with this 5 Specification, then store material in a suitable location until the material is 6 blended. 7 c. Remove all unacceptable material from the project site that is not intended to be 8 blended or modified. 9 8. Rock — No additional compensation will be paid for rock excavation or other 10 changed field conditions. 11 B. Shoring, Sheeting and Bracing 12 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 13 specific excavation safety system in accordance with Federal and State 14 requirements. 15 2. Excavation protection systems shall be designed according to the space limitations 16 as indicated in the Drawings. 17 3. Furnish, put in place and maintain a trench safety system in accordance with the 18 Excavation Safety Plan and required by Federal, State or local safety requirements. 19 4. If soil or water conditions are encountered that are not addressed by the current 20 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 21 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 22 City. 23 5. Do not allow soil, or water containing soil, to migrate through the Excavation 24 Safety System in sufficient quantities to adversely affect the suitability of the 25 Excavation Protection System. Movable bracing, shoring plates or trench boxes 26 used to support the sides of the trench excavation shall not: 27 a. Disturb the embedment located in the pipe zone or lower 28 b. Alter the pipe's line and grade after the Excavation Protection System is 29 removed 30 c. Compromise the compaction of the embedment located below the spring line of 31 the pipe and in the haunching 32 C. Water Control 33 1. Surface Water 34 a. Furnish all materials and equipment and perform all incidental work required to 35 direct surface water away from the excavation. 36 2. Ground Water 37 a. Furnish all materials and equipment to dewater ground water by a method 38 which preserves the undisturbed state of the subgrade soils. 39 b. Do not allow the pipe to be submerged within 24 hours after placement. 40 c. Do not allow water to flow over concrete until it has sufficiently cured. 41 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 42 Control Plan if any of the following conditions are encountered: 43 1) A Ground Water Control Plan is specifically required by the Contract 44 Documents 45 2) If in the sole judgment of the City, ground water is so severe that an 46 Engineered Ground Water Control Plan is required to protect the trench or 47 the installation of the pipe whichmay include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 05 10 - 11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 11 of 18 ] a) Ground water levels in the trench are unable to be maintained below 2 the top of the bedding 3 b) A firm trench bottom cannot be maintained due to ground water 4 c) Ground water entering the excavation undermines the stability of the 5 excavation. 6 d) Ground water entering the excavation is transporting unacceptable 7 quantities of soils through the Excavation Safety System. 8 e. In the event that there is no bid item for a Ground Water Control and the City 9 requires an Engineered Ground Water Control Plan due to conditions 10 discovered at the site, the contractor will be eligible to submit a change order. 11 f. Control of ground water shall be considered subsidiary to the excavation when: 12 1) No Ground Water Control Plan is specifically identified and required in the 13 Contract Documents 14 g. Ground Water Control Plan installation, operation and maintenance 15 1) Furnish all materials and equipment necessary to implement, operate and 16 maintain the Ground Water Control Plan. 17 2) Once the excavation is complete, remove all ground water control 18 equipment not called to be incorporated into the work. 19 h. Water Disposal 20 1) Dispose of ground water in accordance with City policy or Ordinance. 21 2) Do not discharge ground water onto or across private property without 22 written permission. 23 3) Permission from the City is required prior to disposal into the Sanitary 24 Sewer. 25 4) Disposal shall not violate any Federal, State or local regulations. 26 D. Embedment and Pipe Placement 27 1. Water Lines less than, or equal to, 12 inches in diameter: 28 a. The entire embedment zone shall be of uniform material. 29 b. Utility sand shall be generally used for embedment. 30 c. If ground water is in sufficient quantity to cause sand to pump, then use 31 crushed rock as embedment. 32 1) If crushed rock is not specifically identified in the Contract Documents, 33 then crushed rock shall be paid by the pre -bid unit price. 34 d. Place evenly spread bedding material on a firm trench bottom. 35 e. Provide firm, uniform bedding. 36 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 37 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 38 proposed grade, unless specifically called for in the Drawings. 39 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 40 more than 12 inches, above the pipe. 41 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 42 the elevation of the valve nut. 43 j. Form all blocking against undisturbed trench wall to the dimensions in the 44 Drawings. 45 k. Compact embedment and initial backfill. 46 1. Place marker tape on top of the initial trench backfill in accordance with 47 Section 33 05 26. 48 2. Water Lines 16-24 inches in Diameter 49 a. The entire embedment zone shall be of uniform material. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330510 -12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 18 1 b. Utility sand may be used for embedment when the excavated trench depth is 2 less than 15 feet deep. 3 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 4 trench depths greater than 15 feet deep. 5 d. Crushed rock shall be used for embedment for steel pipe. 6 e. Provide trench geotextile fabric at any location where crushed rock or fine 7 crushed rock come into contact with utility sand 8 f. Place evenly spread bedding material on a film trench bottom. 9 g. Provide firm, uniform bedding. 10 1) Additional bedding may be required if ground water is present in the 11 trench. 12 2) If additional crushed rock is required not specifically identified in the 13 Contract Documents, then crushed rock shall be paid by the pre -bid unit 14 price. 15 h. Place pipe on the bedding according to the alignment shown on the Drawings. 16 i. The pipe line shall be within: 17 1) ±3 inches of the elevation on the Drawings for 16-inch and 24-inch water 18 lines 19 j. Place and compact embedment material to adequately support haunches in 20 accordance with the pipe manufacturer's recommendations. 21 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 22 but not more than 12 inches, above the pipe. 23 1. Where gate valves are present, the initial backfill shall extend to up to the valve 24 nut. 25 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 26 ASTM D 698. 27 n. Density test may be performed by City to verify that the compaction of 28 embedment meets requirements. 29 0. Place trench geotextile fabric on top of the initial backfill. 30 p. Place marker tape on top of the trench geotextile fabric in accordance with 31 Section 33 05 26. 32 3. Water Lines Greater than 24 Inches in Diameter 33 a. The entire embedment zone shall be of uniform material. 34 b. Crushed rock shall be used for embedment. 35 c. Provide trench geotextile fabric at any location where crushed rock or fine 36 crushed rock come into contact with utility sand. 37 d. Place evenly spread bedding material on a firm trench bottom. 38 e. Provide firm, uniform bedding. 39 1) Additional bedding may be required if ground water is present in the 40 trench. 41 2) If additional crushed rock is required which is not specifically identified in 42 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 43 price. 44 f. Place pipe on the bedding according to the alignment shown on the Drawings. 45 g. The pipe line shall be within: 46 1) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines 47 h. Place and compact embedment material to adequately support haunches in 48 accordance with the pipe manufacturer's recommendations. 49 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 50 not exceed the spring line prior to compaction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 330510-13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 18 1 j. Place remaining embedment, including initial backfill, to a minimum of 6 2 inches, but not more than 12 inches, above the pipe. 3 k. Where gate valves are present, the initial backfill shall extend to up to the valve 4 nut. 5 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 6 ASTM D 698. 7 m. Density test may be performed by City to verify that the compaction of 8 embedment meets requirements. 9 n. Place trench geotextile fabric on top of the initial backfill. 10 o. Place marker tape on top of the trench geotextile fabric in accordance with 11 Section 33 05 26. 12 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 13 a. The entire embedment zone shall be of uniform material. 14 b. Crushed rock shall be used for embedment. 15 c. Place evenly spread bedding material on a firm trench bottom. 16 d. Spread bedding so that lines and grades are maintained and that there are no 17 sags in the sanitary sewer pipe line. 18 e. Provide firm, uniform bedding. 19 1) Additional bedding may be required if ground water is present in the 20 trench. 21 2) If additional crushed rock is required which is not specifically identified in 22 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 23 price. 24 f. Place pipe on the bedding according to the alignment shown in the Drawings. 25 g. The pipe line shall be within +0.1 inches of the elevation on the Drawings. 26 h. Place and compact embedment material to adequately support haunches in 27 accordance with the pipe manufacturer's recommendations. 28 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 29 exceed the spring line prior to compaction. 30 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 31 but not more than 12 inches, above the pipe. 32 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 33 ASTM D 698. 34 1. Density test may be performed by City to verify that the compaction of 35 embedment meets requirements. 36 m. Place trench geotextile fabric on top of the initial backfill. 37 n. Place marker tape on top of the trench geotextile fabric in accordance with 38 Section 33 05 26. 39 5. Storm Sewer (RCP) 40 a. The bedding and the pipe zone up to the spring line shall be of uniform 41 material. 42 b. Crushed rock shall be used for embedment up to the spring line. 43 c. The specified backfill material may be used above the spring line. 44 d. Place evenly spread bedding material on a firm trench bottom. 45 e. Spread bedding so that lines and grades are maintained and that there are no 46 sags in the storm sewer pipe line. 47 f. Provide firm, uniform bedding. 48 1) Additional bedding may be required if ground water is present in the 49 trench. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330510-14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 18 1 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 3 price. 4 g. Place pipe on the bedding according to the alignment of the Drawings. 5 h. The pipe line shall be within +0.1 inches of the elevation on the Drawings. 6 i. Place embedment material up to the spring line. 7 1) Place embedment to ensure that adequate support is obtained in the haunch. 8 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 9 ASTM D 698. 10 k. Density test may be performed by City to verify that the compaction of 11 embedment meets requirements. 12 1. Place trench geotextile fabric on top of pipe and crushed rock. 13 6. Storm Sewer Reinforced Concrete Box 14 a. Crushed rock shall be used for bedding. 15 b. The pipe zone and the initial backfill shall be: 16 1) Crushed rock, or 17 2) Acceptable backfill material compacted to 95 percent Standard Proctor 18 density 19 c. Place evenly spread compacted bedding material on a firm trench bottom. 20 d. Spread bedding so that lines and grades are maintained and that there are no 21 sags in the storm sewer pipe line. 22 e. Provide firm, uniform bedding. 23 1) Additional bedding may be required if ground water is present in the 24 trench. 25 2) If additional crushed rock is required which is not specifically identified in 26 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 27 price. 28 f. Fill the annular space between multiple boxes with crushed rock, CLSM 29 according to 03 34 13 or cement stabilized sand (CSS). 30 g. Place pipe on the bedding according to the alignment of the Drawings. 31 h. The pipe shall be within +0.1 inches of the elevation on the Drawings. 32 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 33 D698. 34 7. Water Services (Less than 2 Inches in Diameter) 35 a. The entire embedment zone shall be of uniform material. 36 b. Utility sand shall be generally used for embedment. 37 c. Place evenly spread bedding material on a firm trench bottom. 38 d. Provide firm, uniform bedding. 39 e. Place pipe on the bedding according to the alignment of the Plans. 40 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 41 8. Sanitary Sewer Services 42 a. The entire embedment zone shall be of uniform material. 43 b. Crushed rock shall be used for embedment. 44 c. Place evenly spread bedding material on a firm trench bottom. 45 d. Spread bedding so that lines and grades are maintained and that there are no 46 sags in the sanitary sewer pipe line. 47 e. Provide firm, uniform bedding. 48 1) Additional bedding may be required if ground water is present in the 49 trench. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Naine] [Insert Project Number] 330510-15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 18 1 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 3 price. 4 f. Place pipe on the bedding according to the alignment of the Drawings. 5 g. Place remaining embedment, including initial backfill, to a minimum of 6 6 inches, but not more than 12 inches, above the pipe. 7 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 8 i. Density test may be required to verify that the compaction meets the density 9 requirements. 10 E. Trench Backfill 11 1. At a minimum, place backfill in such a manner that the required in -place density 12 and moisture content is obtained, and so that there will be no damage to the surface, 13 pavement or structures due to any trench settlement or trench movement. 14 a. Meeting the requirement herein does not relieve the responsibility to damages 15 associated with the Work. 16 2. Backfill Material 17 a. Final backfill depth less than 15 feet 18 1) Backfill with: 19 a) Acceptable backfill material 20 b) Blended backfill material, or 21 c) Select backfill material, CSS, or CLSM when specifically required 22 b. Final backfill depth greater than 15 feet and under pavement or future pavement 23 1) Backfill depth from 0-15 feet deep 24 a) Backfill with: 25 (1) Acceptable backfill material 26 (2) Blended backfill material, or 27 (3) Select backfill material, CSS, or CLSM when specifically required 28 2) Backfill depth greater thanl 5 feet deep 29 a) Backfill with: 30 (1) Select Fill 31 (2) CSS, or 32 (3) CLSM when specifically required 33 c. Final backfill depth greater than 15 feet and not under pavement or future 34 pavement 35 1) Backfill with: 36 a) Acceptable backfill material, or 37 b) Blended backfill material 38 3. Required Compaction and Density 39 a. Final backfill depths less than 15 feet 40 1) Compact acceptable backfill material, blended backfill material or select 41 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 42 moisture content within -2 to +5 percent of the optimum moisture. 43 2) CSS or CLSM requires no compaction. 44 b. Final backfill depths greater than 15 feet and under existing or future pavement 45 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 46 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 47 moisture. 48 2) CSS or CLSM requires no compaction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330510 -16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 18 1 c. Final backfill depths greater than 15 feet and not under existing or future 2 pavement 3 1) Compact acceptable backfill material blended backfill material, or select 4 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 5 moisture content within -2 to +5 percent of the optimum moisture. 6 4. Saturated Soils 7 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 8 optimum moisture content, the soils are considered saturated. 9 b. If saturated soils are identified in the Drawings or Geotechnical Report in the 10 Appendix, Contractor shall proceed with Work following all backfill 11 procedures outlined in the Drawings for areas of soil saturation greater than 5 12 percent. 13 c. If saturated soils are encountered during Work but not identified in Drawings or 14 Geotechnical Report in the Appendix: 15 1) The Contractor shall: 16 a) Immediately notify the City. 17 b) Submit a Contract Claim for Extra Work associated with direction from 18 City. 19 2) The City shall: 20 a) Investigate soils and determine if Work can proceed in the identified 21 location. 22 b) Direct the Contractor of changed backfill procedures associated with 23 the saturated soils that may include: 24 (1) Imported backfill 25 (2) A site specific backfill design 26 5. Placement of Backfill 27 a. Use only compaction equipment specifically designed for compaction of a 28 particular soil type and within the space and depth limitation experienced in the 29 trench. 30 b. Place in loose lifts not to exceed 12 inches. 31 c. Compact to specified densities. 32 d. Compact only on top of initial backfill, undisturbed trench or previously 33 compacted backfill. 34 e. Remove any loose materials due to the movement of any trench box or shoring 35 or due to sloughing of the trench wall. 36 f. Install appropriate tracking balls for water and sanitary sewer trenches in 37 accordance with Section 33 05 26. 38 6. Backfill Means and Methods Demonstration 39 a. Notify the City in writing with sufficient time for the City to obtain samples 40 and perform standard proctor test in accordance with ASTM D698. 41 b. The results of the standard proctor test must be received prior to beginning 42 excavation. 43 c. Upon commencing of backfill placement for the project the Contractor shall 44 demonstrate means and methods to obtain the required densities. 45 d. Demonstrate Means and Methods for compaction including: 46 1) Depth of lifts for backfill which shall not exceed 12 inches 47 2) Method of moisture control for excessively dry or wet backfill 48 3) Placement and moving trench box, if used 49 4) Compaction techniques in an open trench CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 3305 10 -17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 18 1 5) Compaction techniques around structure 2 e. Provide a testing trench box to provide access to the recently backfilled 3 material. 4 f. The City will provide a qualified testing lab full time during this period to 5 randomly test density and moisture continent. 6 1) The testing lab will provide results as available on the job site. 7 7. Varying Ground Conditions 8 a. Notify the City of varying ground conditions and the need for additional 9 proctors. 10 b. Request additional proctors when soil conditions change. 11 c. The City may acquire additional proctors at its discretion. 12 d. Significant changes in soil conditions will require an additional Means and 13 Methods demonstration. 14 3.5 REPAIR [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL 17 A. Field Tests and Inspections 18 1. Proctors 19 a. The City will perform Proctors in accordance with ASTM D698. 20 b. Test results will generally be available to within 4 calendar days and distributed 21 to: 22 1) Contractor 23 2) City Project Manager 24 3) City Inspector 25 4) Engineer 26 c. Notify the City if the characteristic of the soil changes. 27 d. City will perform new proctors for varying soils: 28 1) When indicated in the geotechnical investigation in the Appendix 29 2) If notified by the Contractor 30 3) At the convenience of the City 31 e. Trenches where different soil types are present at different depths, the proctors 32 shall be based on the mixture of those soils. 33 2. Density Testing of Backfill 34 a. Density Test Shall be in confoxniance with ASTM D2922. 35 b. Provide a testing trench protection for trenches deeper than 5 feet. 36 c. Place, move and remove testing trench protection as necessary to facilitate all 37 test conducted by the City. 38 d. For final backfill depths less than 15 feet and trenches of any depth not under 39 existing or future pavement: 40 1) The City will perform density testing twice per working day when 41 backfilling operations are being conducted. 42 2) The testing lab shall take a minimum of 3 density tests of the current lift in 43 the available trench. 44 e. For final backfill depths greater than 15 feet deep: 45 1) The City will perform density testing twice per working day when 46 backfilling operations are being conducted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330510 -18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 18 2) The testing lab shall take a minimum of 3 density tests of the current lift in 2 the available trench. 3 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 4 f. Make the excavation available for testing. 5 g. The City will determine the location of the test. 6 h. The City testing lab will provide results to Contractor and the City's Inspector 7 upon completion of the testing. 8 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 9 j. Test reports shall include: 10 1) Location of test by station number 11 2) Time and date of test 12 3) Depth of testing 13 4) Field moisture 14 5) Dry density 15 6) Proctor identifier 16 7) Percent Proctor Density 17 3. Density of Embedment 18 a. Storm sewer boxes that are embedded with acceptable backfill material, 19 blended backfill material, cement modified backfill material or select material 20 will follow the same testing procedure as backfill. 21 b. The City may test fine crushed rock or crushed rock embedment in accordance 22 with ASTM D2922 or ASTM 1556. 23 B. Non -Conforming Work 24 1. All non -conforming work shall be removed and replaced. 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 34 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330513-1 FRAME, COVER, AND GRADE RINGS Page 1 of 5 1 SECTION 33 05 13 2 FRAME, COVER, AND GRADE RINGS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Frame, cover and grade rings used as access ports into water, sanitary sewer and 7 stoinf drain structures such manholes or vaults 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the structure containing the frame, cover 18 and grade rings. 19 2. Payment 20 a. The work performed and the materials furnished in accordance with this Item 21 are subsidiary to the unit price bid per each structure complete in place, and no 22 other compensation will be allowed. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification, unless a date is specifically cited. 28 2. ASTM International (ASTM) 29 a. ASTM A48 — Standard Specification for Gray Iron Castings 30 b. ASTM A536 - Standard Specification for Ductile Iron Castings 31 c. ASTM C478 - Specification for Precast Reinforced Concrete Manhole Sections 32 3. American Association of State Highways and Transportation Officials (AASHTO) 33 a. AASHTO M306 — Standard Specification for Drainage, Sewer, Utility and 34 Related Castings 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330513-2 FRAME, COVER, AND GRADE RINGS Page 2 of 5 1 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 2 fabrication for specials. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Product Data 5 1. All castings shall be cast with: 6 a. Approved foundry's name 7 b. Part number 8 c. Country of origin 9 2. Provide manufacturer's: 10 a. Specifications 11 b. Load tables 12 c. Dimension diagrams 13 d. Anchor details 14 e. Installation instructions 15 B. Certificates 16 1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO 17 designations. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS 25 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 26 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 27 A. Manufacturers 28 1. Only the manufacturers as listed on the City's Standard Products List will be 29 considered as shown in Section 01 60 00. 30 a. The manufacturer must comply with this Specification and related Sections. 31 2. Any product that is not listed on the Standard Products List is considered a 32 substitution and shall be submitted in accordance with Section 01 25 00. 33 B. Castings 34 1. Use castings for frames that conform to ASTM A48, Class 35B or better. 35 2. Use castings for covers that conform to ASTM A536, Grade 65-45-12 or better. 36 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle 37 loading with permanent deformation. 38 4. Covers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330513-3 FRAME, COVER, AND GRADE RINGS Page 3 of 5 1 a. Size to set flush with the frame with no larger than a 1/8 inch gap between the 2 frame and cover 3 b. Provide with 2 inch wide pick slots in lieu of pick holes. 4 c. Provide gasket in frame and cover. 5 d. Standard Dimensions 6 1) Sanitary Sewer 7 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 8 cover assemblies unless otherwise specified in the Contract Documents. 9 2) Storm Drain 10 a) Provide a clear opening of 19 3/4 inches for all storm drain frames, inlets 11 and cover assemblies unless otherwise specified in the Contract 12 Documents. 13 b) Provide a minimum clear opening of 24 inches for all storm sewer 14 manholes and junction structures. 15 e. Standard Labels 16 1) Water 17 a) Cast lid with the word "WATER" in 2-inch letters across the lid. 18 2) Sanitary Sewer 19 a) Cast lid with the word "SANITARY SEWER" in 2-inch letters across 20 the lid. 21 3) Storm Drain 22 a) Cast lid with the word "STORM DRAIN" in 2-inch letters across the 23 lid. 24 f. Hinge Covers 25 1) Provide water tight gasket on all hinged covers. 26 2) Water 27 a) Provide hinged covers for all water structures. 28 3) Sanitary Sewer 29 a) Provide hinged covers for all manholes or structures constructed over 30 24-inch sewer lines and larger and for manholes where rim elevations 31 are greater than 12 inches above the surface. 32 C. Grade Rings 33 1. Provide grade rings in sizes from 2-inch up to 8-inch. 34 2. Use concrete in traffic loading areas. 35 3. In non -traffic areas concrete or HDPE can be used. 36 D. Joint Sealant 37 1. Provide a pre -formed or trowelable bitumastic sealant in an extrudable or flat tape 38 form. 39 2. Provide sealant that is not dependant on a chemical action for its adhesive 40 properties or cohesive strength. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1 , 2011 [Insert Project Name] [Insert Project Number] 330513-4 FRAME, COVER, AND GRADE RINGS Page 4 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Grade Rings 9 1. Place as shown in the water and sanitary sewer City Standard Details. 10 2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant. 11 3. Seal each grade ring with sealant specified in this Specification and as shown on the 12 City Standard Details. 13 B. Frame and Cover 14 1. Water 15 a. For water structures install frame, cover and grade rings in accordance with 16 applicable City Standard Detail. 17 2. Sanitary Sewer 18 a. For sanitary sewer structures install frame, cover and grade rings in accordance 19 with applicable City Standard Detail. 20 3. Storin Drain 21 a. For storm drain structures install frame, cover and grade rings in accordance 22 with applicable City Standard Detail. 23 4. Hinge Cover 24 a. Provide hinge cover on elevated manholes, junction boxes, in the flood plain 25 and where specified on the Drawings. 26 C. Joint Sealing 27 1. Seal frame, grade rings and structure with specified sealant. 28 D. Concrete Collar 29 1. Provide concrete collar around all frame and cover assemblies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME 330513-5 FRAME, COVER, AND GRADE RINGS Page 5 of 5 SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330520-1 AUGER BORING Page I of 7 1 SECTION 33 05 20 2 AUGER BORING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for auger boring using 48-inch and smaller casing pipe with 7 lengths less than 350 feet at the locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 15 4. Section 33 05 22 — Steel Casing Pipe 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1 Measurement 19 a. This Item is considered subsidiary to steel casing pipe construction. 20 2. Payment 21 a. The work performed and materials furnished in accordance with this Item are 22 subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be 23 complete in place, and no other compensation will be allowed. 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. Occupational Safety and Health Administration (OSHA) 30 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 31 1926, Subpart S, Underground Construction and Subpart P, Excavation. 32 1.4 ADMINISTRATIVE REQUIREMENTS 33 A. Pre -installation 34 1. Provide written notice to the City at least 3 workings days in advance of the 35 planned launch of auger boring operations. 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 05 20 - 2 AUGER BORING Page2of7 1 B. All submittals shall be approved by the Engineer or the City prior to delivery. 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Qualifications 7 1. Contractor 8 a. All boring work shall be performed by an experienced subcontractor or 9 Contractor who has at least 5 years of experience in performing tunneling work 10 and has completed at least 5 boring projects of similar diameter and ground 11 conditions. 12 1) At least 1 of the projects shall have an individual boring length equal to or 13 greater in length than the longest tunnel on this project. 14 2) Submit details of referenced projects including owner's name and contact 15 information, project superintendent and machine operators. 16 b. The project superintendent shall have at least 5 years of experience supervising 17 boring construction. 18 1) The Contractor may be required to submit details of referenced project 19 including owner's name, contact information and project superintendent. 20 c. The site safety representative and personnel responsible for air quality 21 monitoring shall be experienced in tunnel construction and shall have current 22 certification by OSHA. 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED (oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 MATERIALS 29 A. Description 30 1. Steel Casing Pipe shall be in accordance with Section 33 05 22. 31 2. Tunnel Liner Plate is not permitted for use with Auger Boring. 32 B. Design Criteria 33 1. Design excavation methods and spoil conveyance system for the full range of 34 ground conditions described in the Geotechnical Reports anticipated 35 2. Tolerance 36 a. Pressurized Carrier pipe CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 330520-3 AUGER BORING Page 3of7 ] 1) Lateral or vertical variation in the final position of the pipe casing from the 2 line and grade established by the Drawings shall be permitted only to the 3 extent of 1 inch in 10 feet provided that such variation shall be regular and 4 only in the direction that will not detrimentally affect the function of the 5 carrier pipe and clearances from other underground utilities or structures. 6 b. Gravity Carrier Pipe 7 1) Lateral variation in the final position of the pipe casing from the line and 8 grade established by the Drawings shall be permitted only to the extent of 9 1 inch in 10 feet provided that such variation shall be regular and only in the 10 direction that will not detrimentally affect the function of the carrier pipe 11 and clearances from other underground utilities or structures. 12 2) Grades shown on Drawings must be maintained vertically. 13 3. Use methods and equipment that control surface settlement and heave above the 14 pipeline to prevent damage to existing utilities, facilities and improvements. 15 a. Limit any ground movements (settlement/heave) to values that shall not cause 16 damage to adjacent utilities or surface features (i.e. pavement, structures, 17 railroad tracks, etc.) 18 b. Repair any damage caused by ground movements at no cost to the City. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION 25 A. Boring shall not begin until the following have been completed: 26 1. Review of available utility drawings and location of conduits and underground 27 utilities in all areas where excavation is to be performed. 28 a. Notify the applicable one -call system prior to any excavation to avoid 29 interference with the existing conduits and utilities in accordance with Division 30 1. 31 1) Repair damage to existing utilities resulting from excavation at no 32 additional cost to the City. 33 b. Follow notification requirements of permit provider where applicable. 34 2. Complete pit excavations and support systems for each drive in accordance with the 35 requirements of the Specifications. 36 3.4 INSTALLATION 37 A. General 38 1. Immediately notify the City if any problems are encountered with equipment or 39 materials or if the Contractor believes the conditions encountered are materially and 40 significantly different than those represented within the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330520-4 AUGER BORING Page 4 of 7 2. Where pipe is required to be installed under railroad embankments or under 2 highways, streets or other facilities, construction shall be performed in such a 3 manner so as to not interfere with the operation of the railroad, street, highway or 4 other facility, and so as not to weaken or damage any embankment or structure. 5 3. During construction operations, furnish and maintain barricades and lights to 6 safeguard traffic and pedestrians until such time as the backfill has been completed 7 and then remove from the site. 8 4. Properly manage and dispose of groundwater inflows to the shafts in accordance 9 with requirements of specifications and all peiliiit conditions. 10 a. Discharge of groundwater inflow into sanitary sewers is not allowed without 11 proper approval and permits. 12 5. Furnish all necessary equipment, power, water and utilities for tunneling, spoil 13 removal and disposal, grouting and other associated work required for the methods 14 of construction. 15 6. Promptly clean up, remove and dispose of any spoil or slurry spillage. 16 7. Do not disturb roadways, railroads, canal channels, adjacent structures, landscaped 17 areas or existing utilities. 18 a. Any damage shall be immediately repaired to original or better condition and to 19 the satisfaction of the Engineer or permit grantor at no additional cost to the 20 City. 21 8. Whenever there is a condition that is likely to endanger the stability of the 22 excavation or adjacent structures, operate with a full crew 24 hours a day, including 23 weekends and holidays, without interruption, until those conditions no longer 24 jeopardize the stability of the Work. 25 9. Notify the Texas One Ca11 system (800-245-4545) to request marking of utilities by 26 utility owners / operators that subscribe to One Ca11, and shall individually notify 27 all other known or suspected utilities to request marking of these utilities. 28 a. Confirm that all requested locates are made prior to commencing boring 29 operations. 30 b. Visually confirm and stake necessary existing lines, cables, or other 31 underground facilities including exposing necessary crossing utilities and 32 utilities within 10 feet laterally of the designed tunnel. 33 c. Control drilling and grouting practices to prevent damage to existing utilities. 34 B. Boring Methods 35 1. Tunnel liner plate shall not be used for auger boring. 36 2. The Contractor shall be fully responsible for insuring the methods used are 37 adequate for the protection of workers, pipe, property and the public and to provide 38 a finished product as required. 39 3. Blasting is not allowed. 40 C. Pits and Trenches 41 1. If the grade of the pipe at the end is below the ground surface, suitable pits or 42 trenches shall be excavated for the purpose of conducting the jacking operations 43 and for placing end joints of the pipe. 44 2. Wherever end trenches are cut in the sides of the embankment or beyond it, such 45 work shall be sheeted securely and braced in a manner to prevent earth from caving 46 in. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330520-5 AUGER BORING Page 5 of 7 1 3. The location of the pit shall meet the approval of the City. 2 4. The pits of trenches excavated to facilitate these operations shall be backfilled in 3 accordance with Section 33 05 10 immediately after the casing and carrier pipe 4 installation has been completed. 5 D. Boring 6 1. Install steel casing pipe by boring hole with the earth auger and simultaneously 7 jacking pipe into place. 8 2. The boring shall proceed from a pit provided for the boring equipment and 9 workmen. 10 3. Pilot Hole, required for 24-inch and larger casings 11 a. By this method an approximate 2-inch hole shall be bored the entire length of 12 the crossing and shall be checked for line and grade on the opposite end of the 13 bore from the work pit. 14 b. This pilot hole shall serve as the centerline of the larger diameter hole to be 15 bored. 16 c. Other methods of maintaining line and grade on the casing may be approved if 17 acceptable to the Engineer. 18 d. Placed excavated material near the top of the working pit and disposed of as 19 required. 20 1) If no room is available, immediate haul off is required. 21 4. The use of water or other fluids in connection with the boring operation will be 22 permitted only to the extent required to lubricate cuttings. 23 a. Jetting or sluicing will not be permitted. 24 5. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting 25 of at least 10 percent of high grade carefully processed bentonite may be used to: 26 a. Consolidate cuttings of the bit 27 b. Seal the walls of the hole 28 c. Furnish lubrication for subsequent removal of cuttings and installation of the 29 pipe immediately thereafter 30 6. Allowable variation from the line and grade shall be as specified in this 31 Specification. 32 7. All voids in excess of 2 inches between bore and outside of casing shall be pressure 33 grouted. 34 E. Contact Grouting 35 1. Contact grout any voids caused by or encountered during the boring. 36 a. Modify equipment and procedures as required to avoid recurrence of excessive 37 settlements or damage. 38 F. Control of Line and Grade 39 1. Monitor line and grade continuously during boring operations. 40 a. Record deviation with respect to design line and grade once at each casing 41 joint. 42 2. If the pipe installation does not meet the specified tolerances, correct the 43 installation, including any necessary redesign of the pipeline or structures and 44 acquisition of necessary easements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 2 3 4 5 330520-6 AUGER BORING Page 6 of 7 3.5 CLEANUP AND RESTORATION A. After completion of the boring, all construction debris, spoils, oil, grease and other materials shall be removed from the pipe, pits and all work areas. B. Restoration shall follow construction as the Work progresses and shall be completed as soon as reasonably possible. 6 1. Restore and repair any damage resulting from surface settlement caused by shaft 7 excavation or boring. 8 2. Any property damaged or destroyed shall be restored to a condition equal to or 9 better than existing prior to construction. 10 3. Restoration shall be completed no later than 30 days after boring is complete, or 11 earlier if required as part of a permit or easement agreement. 12 4. This provision for restoration shall include all property affected by the construction 13 operations. 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 SITE QUALITY CONTROL 16 A. Field Tests and Inspections 17 1. Allow access to the City and furnish necessary assistance and cooperation to aid in 18 the observations, measurements, data and sample collection, including, but not 19 limited to the following: 20 a. The City shall have access to the boring system prior to, during and following 21 all boring operations. 22 b. The City shall have access to the tunneling shafts prior to, during and following 23 all boring operations. 24 1) This shall include, but not be limited to, visual inspection of installed pipe 25 and verification of line and grade. 26 2) The Contractor shall provide safe access in accordance with all safety 27 regulations. 28 c. The City shall have access to spoils removed from the boring excavation prior 29 to, during and following all boring operations. 30 1) The City shall be allowed to collect soil samples from the muck buckets or 31 spoil piles a minimum of once every 10 feet and at any time when changes 32 in soil conditions or obstructions are apparent or suspected. 33 B. Safety 34 1. The Contractor is responsible for safety on the job site. 35 a. Perform all Work in accordance with the current applicable regulations of the 36 Federal, State and local agencies. 37 b. In the event of conflict, comply with the more restrictive applicable 38 requirement. 39 2. No gasoline powered equipment shall be permitted in receiving shafts/pits. 40 a. Diesel, electrical, hydraulic, and air powered equipment are acceptable, subject 41 to applicable local, State and Federal regulations. 42 3. Furnish and operate a temporary ventilation system in accordance with applicable 43 safety requirements when personnel are underground. 44 a. Perform all required air and gas monitoring. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330520-7 AUGER BORING Page 7 of 7 1 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 2 atmosphere free of toxic or flammable gasses in all underground work areas. 3 4. Perform all work in accordance with all current applicable regulations and safety 4 requirements of the Federal, State and Local agencies. 5 5. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 6 Underground Construction and Subpart P, Excavations. 7 a. In the event of conflict, comply with the more stringent requirements. 8 6. If personnel will enter the pipe during construction, the Contractor shall develop an 9 emergency response plan for rescuing personnel trapped underground in a shaft 10 excavation or pipe. 11 a. Keep on -site all equipment required for emergency response in accordance with 12 the agency having jurisdiction. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 22 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number) 330522-I STEEL CASING PIPE Page 1 of6 1 SECTION 33 05 22 2 STEEL CASING PIPE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for manufacturing, furnishing and transporting Steel Casing 7 Pipe to be installed by Open Cut or By Other than Open Cut at the locations shown 8 on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 16 4. Section 33 05 20 — Auger Boring 17 5. Section 33 05 23 — Hand Tunneling 18 6. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Open Cut 22 a. Measurement 23 1) Measured horizontally along the surface for length of Steel Casing Pipe 24 installed 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" will be paid for at the unit 28 price bid per linear foot of "Casing, By Open Cut" installed for: 29 a) Various Sizes 30 c. The price bid shall include: 31 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 32 2) Mobilization 33 3) Pavement removal 34 4) Excavation 35 5) Hauling 36 6) Disposal of excess material 37 7) Furnishing, placement, and compaction of embedment 38 8) Furnishing, placement, and compaction of backfill 39 9) Clean-up 40 2. By Other than Open Cut 41 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 2011 [Insert Project Name] [insert Project Number] 330522-2 STEEL CASING PIPE Page 2 of 6 1 1) Measured horizontally along the surface for length of Steel Casing Pipe 2 installed 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" will be paid for at the unit 6 price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open 7 Cut" installed for: 8 a) Various Sizes 9 2) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" will be paid for at the unit 11 price bid per linear foot of "Casing, By Other than Open Cut" installed for: 12 a) Various Sizes 13 c. The price bid shall include: 14 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 15 2) Mobilization 16 3) Launching shaft 17 4) Receiving shaft 18 5) Pavement removal 19 6) Excavation 20 7) Hauling 21 8) Disposal of excess material 22 9) Furnishing, placement, and compaction of backfill 23 10) Clean-up 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. ASTM International (ASTM): 30 a. A139, Standard Specification for Electric -Fusion (Arc) -Welded Steel Pipe 31 (NPS Sizes 4 and Over). 32 3. American Water Works Association (AWWA): 33 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 34 Enamel and Tape - Hot Applied. 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the Engineer or the City prior to delivery. 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Product Data 41 1. Exterior Coating 42 a. Material data 43 b. Field touch-up procedures 44 2. Interior Coating CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330522-3 STEEL CASING PIPE Page 3 of 6 1 a. Material data 2 b. Field touch-up procedures 3 B. Shop Drawings 4 1. No shop drawings required for Auger Boring 5 2. For Tunneling, provide the following: 6 a. Furnish details for Steel Casing Pipe outlining the following: 7 1) Grout/lubrication ports 8 2) Joint details 9 3) Other miscellaneous items for furnishing and fabricating pipe 10 b. Submit calculations in a neat, legible format that is sealed by a Licensed 11 Professional Engineer in Texas, consistent with the information provided in the 12 geotechnical report, and includes: 13 1) Calculations confirming that pipe jacking capacity is adequate to resist the 14 anticipated jacking loads for each crossing with a minimum factor of safety 15 of 2 16 2) Calculations confirming that pipe capacity is adequate to safely support all 17 other anticipated loads, including earth and groundwater pressures, 18 surcharge loads, and handling loads 19 3) Calculations confirming that jointing method will support all loading 20 conditions 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE, AND HANDLING 25 A. Delivery, Handling, and Storage 26 1. Prior to delivery of the pipe, end/internal bracing shall be furnished and installed, 27 as recommended by the manufacturer, for protection during shipping and storage. 28 2. Deliver, handle and store pipe in accordance with the Manufacturer's 29 recommendations to protect coating systems. 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS 33 2.1 OWNER -FURNISHED [cm] OWNER-SUPPLIEDPRODUCTS [NOT USED] 34 2.2 MATERIALS 35 A. Design Criteria 36 1. The Contractor is fully responsible for the design of Steel Casing Pipe that meets or 37 exceeds the design requirements of this Specification and that is specifically 38 designed for installation by the intended trenchless method. 39 2. For Steel Casing Pipe utilized for tunneling projects, consider the following: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [insert Project Number] 1 2 3 4 5 6 7 8 9 10 11 12 13 14 33 05 22 - 4 STEEL CASING PIPE Page 4 of 6 a. Design of the casing pipe shall account for all installation and service loads including: 1) Jacking loads 2) External groundwater and earth loads 3) Traffic loads 4) Practical consideration for handling, shipping and other construction operations 5) Any other live or dead loads reasonably anticipated b. Design shall be sealed and signed by a registered Professional Engineer licensed in the State of Texas. c. The allowable jacking capacity shall not exceed 50 percent of the minimum steel yield stress. d. Steel Casing Pipe shall have a minimum wall thickness as follows: Casing Pipe Diameter (inches) 14-18 20-24 26-32 34 — 42 44-48 Greater than 48 Minimum Wall Thickness (inches) .3125 (5/16) .375 (3/8) .5 (1/2) .625 (5/8) .6875 (11/16) Project specific design 15 16 3. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently 17 install the required carrier pipe with casing spacers as required in Section 33 05 24. 18 a. Allowable casing diameters are shown on the Drawings for each crossing. 19 4. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable 20 work areas. 21 5. Random segments of pipe will not be permitted for straight runs of casing. 22 a. Closing piece segments, however, shall be acceptable. 23 6. When required by installation method, provide grout/lubricant ports along the pipe 24 at intervals of 10 feet or less. 25 a. Ports and fittings shall be attached to the pipe in a manner that will not 26 materially affect the strength of the pipe nor interfere with installation of carrier 27 pipe. 28 b. Plugs for sealing the fittings shall be provided by the Contractor and shall be 29 capable of withstanding all external and internal pressures and loads without 30 leaking. 31 B. Materials 32 1. Provide new, smooth -wall, carbon steel pipe conforming to ASTM A139, Grade B. 33 2. Dimensional Tolerances 34 a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are 35 compatible with performance requirements and proposed installation methods 36 that meet or exceed the specific requirements below: 37 1) Minimum wall thickness at any point shall be at least 87.5 percent of the 38 nominal wall thickness. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330522-5 STEEL CASING PIPE Page 5 of 6 1 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal 2 circumference, whichever is less. 3 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside 4 diameter. 5 4) Roundness such that the difference between the major and minor outside 6 diameters shall not exceed 0.5 percent of the specified nominal outside 7 diameter or 1/4 inch, whichever is less. 8 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot 9 length. 10 3. All steel pipe shall have square ends. 11 a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from 12 a true plane perpendicular to the axis of the pipe and passing through the center 13 of the pipe at the end. 14 b. When pipe ends have to be beveled for welding, the ends shall be beveled on 15 the outside to an angle of 35 degrees with a tolerance oft 2%z degrees and with 16 a width of root face 1/16 inch ± 1/32 inch. 17 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. 18 a. All girth weld seams shall be ground flush. 19 C. Finishes 20 1. Provide inside and outside of Steel Casing Pipe with a coal -tar protective coating in 21 accordance with the requirements of AWWA C203. 22 a. Touch up after field welds shall provide coating equal to those specified above. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION [NOT USED] 29 3.4 INSTALLATION 30 A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 05 31 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with 32 Section 33 05 10. 33 1. Steel Casing Pipe connections shall be achieved by full penetration field butt 34 welding or an integral machine press -fit connection (Permalok or equal) prior to 35 installation of the pipe, depending on the type of carrier pipe. 36 2. Allowable joint types for each crossing are shown on the Drawings. 37 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of 38 steel pipe is acceptable. 39 4. Integral machined press -fit connections shall be installed in accordance with the 40 manufacturer's installation procedures and recommendations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330522-6 STEEL CASING PIPE Page 6 of 6 1 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with 2 Section 33 05 24. 3 C. Contact grouting of the annulus outside the casing pipe shall be performed in 4 accordance with Section 33 05 23 or Section 33 05 20. 5 3.5 REPAIR / RESTORATION [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 17 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 2 330524-1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 of 10 SECTION 33 05 24 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for the installation of carrier pipe into steel casings or tunnel liner 7 plate at locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate 18 a. Measurement 19 1) Measured horizontally along the surface from centerline to centerline of the 20 beginning of the casing/liner to the end of the casing/liner 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under "Measurement" shall be paid for at the 24 unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: 25 a) Various Sizes 26 c. The price bid shall include: 27 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel 28 Liner Plate as specified by the Drawings 29 2) Mobilization 30 3) Grout 31 4) Casing Spacers 32 5) End seals 33 6) Excavation 34 7) Hauling 35 8) Disposal of excess material 36 9) Clean-up 37 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate 38 a. Measurement 39 1) Measured horizontally along the surface from centerline to centerline of the 40 beginning of the casing/liner to the end of the casing/liner Payment 41 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 2011 [insert Project Name] [insert Project Number] 330524-2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2 of 10 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per linear foot for "Water Carrier Pipe" complete in place for: 4 a) Various Sizes 5 c. The price bid shall include: 6 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate 7 as specified by the Drawings 8 2) Mobilization 9 3) Grout 10 4) Joint restraint 11 5) Casing Spacers 12 6) End seals 13 7) Excavation 14 8) Hauling 15 9) Disposal of excess material 16 10) Clean-up 17 1.3 REFERENCES 18 A. Definitions 19 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows 20 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the 21 ground and provides a stable underground excavation for installation of the carrier 22 pipe 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 2. American Society of Testing and Materials (ASTM) 28 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 29 Specimens. 30 b. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement 31 Mortars (Using 2-in or [50 mm] Cube Specimens). 32 c. D638, Standard Test Method for Tensile Properties of Plastics. 33 3. International Organization for Standardization (ISO): 34 a. 9001, Quality Management Systems - Requirements. 35 4. Occupational Safety and Health Administration (OSHA) 36 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 37 1926, Subpart S, Underground Construction and Subpart P, Excavation. 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS 40 A. Submittals shall be in accordance with Section 01 33 00. 41 B. All submittals shall be approved by the Engineer or the City prior to delivery. 42 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 43 A. Product Data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 10 1 1. Casing Isolators/Spacers 2 a. Material Data 3 2. Grout Mix 4 a. Material Data 5 B. Shop Drawings 6 1. Required for 24-inch and larger pipe installations 7 2. Submit Work Plan describing the carrier pipe installation equipment, materials and 8 construction methods to be employed. 9 3. Casing Spacers/Isolators 10 a. Detail drawings and manufacturer's information for the casing isolators/spacers 11 that will be used. 12 1) Include dimension and component materials and documentation of 13 manufacturer's ISO 9001:2000 certification. 14 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 15 by -case basis. 16 c. For consideration of alternate method, submit a detailed description of method 17 including details. 18 4. End seal or bulkhead designs and locations for casing/liners. 19 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work 20 Plan and Methods including: 21 a. Grouting methods 22 b. Details of equipment 23 c. Grouting procedures and sequences including: 24 1) Injection methods 25 2) Injection pressures 26 3) Monitoring and recording equipment 27 4) Pressure gauge calibration data 28 5) Materials 29 d. Grout mix details including: 30 1) Proportions 31 2) Admixtures including: 32 a) Manufacturer's literature 33 b) Laboratory test data verifying the strength of the proposed grout mix 34 c) Proposed grout densities 35 d) Viscosity 36 e) Initial set time of grout 37 (1) Data for these requirements shall be derived from trial batches from 38 an approved testing laboratory. 39 e. Submit a minimum of 3 other similar projects where the proposed grout mix 40 design was used. 41 f. Submit anticipated volumes of grout to be pumped for each application and 42 reach grouted. 43 g. For pipe installations greater than 36-inches, without hold down jacks or a 44 restrained spacer, provide buoyant force calculations during grouting and 45 measures to prevent flotation. 46 1) Calculations sealed by a licensed Engineer in the State of Texas. 47 h. Description of methods and devices to prevent buckling of carrier pipe during 48 grouting of annular space, if required CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330524-4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 4 of 10 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Certifications 5 1. Casing isolator/spacer manufacturer shall be certified against the provisions of 6 IS09001:2000. 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 12 2.2 MATERIALS 13 A. Manufacturers 14 1. Only the manufacturers as listed on the City's Standard Products List will be 15 considered as shown in Section 01 60 00. 16 a. The manufacturer must comply with this Specification and related Sections. 17 2. Any product that is not listed on the Standard Products List is considered a 18 substitution and shall be submitted in accordance with Section 01 25 00. 19 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer 20 regularly engaged in the manufacturing of casing spacers/isolators. 21 B. Design Criteria and Materials 22 23 24 25 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as indicated in PART 3 of this Specification, incorporating all support/insulator dimensions required. Diameter (inches) Water Line 8-12 Material DIP (Restrained) DIP (Restrained) 16-20 AWWA C303 (Restrained) DIP (Restrained) AWWA C303 (Restrained) 24 and greater AWWA C301 (Restrained) Waste Water DIP (with Ceramic Epoxy) Line 8-15 PVC SDR 26 DIP (with Ceramic Epoxy) 18 and greater Fiberglass 26 2. Grout of annular space 27 a. For gravity sewer carrier pipe installation: Specification Reference 33 11 10 33 11 10 33 11 13 33 11 10 33 11 13 33 11 15 33 11 10 33 31 20 33 11 10 33 31 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1.2011 [Insert Project Name] [Insert Project Number] 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5 of 10 1 1) Fill all voids between the carrier pipe and the casing or liner with grout. 2 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces 3 shall be in contact with the grout. 4 b. For water line installation: 5 1) No annular space fill will be used. 6 3. Grout Mixes 7 a. Low Density Cellular Grout (LDCC) 8 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be 9 LDCC. 10 2) The LDCC shall be portland cement based grout mix with the addition of a 11 foaming agent designed for this application. 12 3) Develop 1 or more grout mixes designed to completely fill the annular 13 space based on the following requirements: 14 a) Provide adequate retardation to completely fill the annular space in 1 15 monolithic pour. 16 b) Provide less than 1 percent shrinkage by volume. 17 c) Compressive Strength 18 (1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 19 d) Design grout mix with the proper density and use proper methods to 20 prevent floating of the carrier pipe. 21 e) Proportion grout to flow and to completely fill all voids between the 22 carrier pipe and the casing or liner. 23 4. End Seals 24 a. Provide end seals at each end of the casing or liner to contain the grout backfill 25 or to close the casing/liner ends to prevent the inflow of water or soil. 26 1) For water piping less than 24-inch diameter, use hard rubber seals, Model 27 PL Link Seal as manufactured by the Thunderline Corporation or approved 28 equal. 29 2) For water piping 24-inch diameter and greater, use pull -on, 1/8 inch thick, 30 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and 31 Insulator, Inc. or approved equal. 32 3) For sewer piping, no end seals are required since the annular space between 33 the carrier pipe and the casing will be grouted. 34 b. Design end seals to withstand the anticipated soil or grouting pressure and be 35 watertight to prevent groundwater from entering the casing. 36 5. Casing Spacers/Insulators 37 a. Provide casing spacers/insulators to support the carrier pipe during installation 38 and grouting (where grout is used). 39 b. Casing Spacers/Isolators material and properties: 40 1) Shall be minimum 14 gage 41 2) For water pipe, utilize Stainless Steel. 42 3) For sewer pipe, utilize Coated Steel.. 43 4) Suitable for supporting weight of carrier pipe without deformation or 44 collapse during installation 45 c. Provide restrained -style casing spacers to hold all pipes stable during grouting 46 operations and prevent floating or movement. 47 d. Provide dielectric strength sufficient to electrically isolate each component 48 from one another and from the casing. 49 e. Design risers for appropriate loads, and, as a minimum: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [insert Project Number] 330524-6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 6 of 10 ] 1) Provide 10 gage steel risers 2 a) Provide stainless steel bands and risers for water installations. 3 f. Band material and criteria 4 1) Provide polyvinyl chloride inner liner with: 5 a) Minimum thickness of 0.09 inches 6 b) Durometer "A" of 85-90 hardness 7 c) Minimum dielectric strength of 58,000 volts 8 g. Runner material and criteria 9 1) Provide pressure -molded glass reinforced polymer or UHMW with: 10 a) Minimum of 2 inches in width and a minimum of 11 inches in length. 11 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless 12 steel studs. 13 3) Runner studs and nuts shall be recessed well below the wearing surface of 14 the runner 15 a) File recess with a corrosion inhibiting filler. 16 h. Riser height 17 1) Provide sufficient height with attached runner allow a minimum clearance 18 of 2 inches between the outside of carrier pipe bells or couplings and the 19 inside of the casing liner surface. 20 2.3 ACCESSORIES INOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USED] 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 EXAMINATION [NOT USED] 25 3.3 PREPARATION [NOT USED] 26 3.4 INSTALLATION 27 A. General 28 1. Carrier pipe installation shall not begin until the following tasks have been 29 completed: 30 a. All required submittals have been provided, reviewed and accepted. 31 b. All casing/liner joints are watertight and no water is entering casing or liner 32 from any sources. 33 c. All contact grouting is complete. 34 d. Casing/liner alignment record drawings have been submitted and accepted by 35 City to document deviations due to casing/liner installation. 36 e. Site safety representative has prepared a code of safe practices and an 37 emergency plan in accordance with applicable requirements. 38 2. The carrier pipe shall be installed within the casings or liners between the limits 39 indicated on the Drawings, to the specified lines and grades and utilizing methods 40 which include due regard for safety of workers, adjacent structures and 41 improvements, utilities and the public. 42 B. Control of Line and Grade CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I [Insert Project Name] [Insert Project Number] 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7 of 10 1 1. Install Carrier pipe inside the steel casing within the following tolerances: 2 a, Horizontal 3 1) f 2 inches from design line 4 b. Vertical 5 1) +1 inch from design grade 6 2. Check line and grade set up prior to beginning carrier pipe installation. 7 3. Perform survey checks of line -and -grade of carrier pipe during installation 8 operations. 9 4. The Contractor is fully responsible for the accuracy of the installation and the 10 correction of it, as required. 11 a. Where the carrier pipe installation does not satisfy the specified tolerances, 12 correct the installation, including if necessary, redesign of the pipe or structures 13 at no additional cost to City. 14 C. Installation of Carrier Pipe 15 1. Pipe Installation 16 a. Remove all loose soil from casing or liner. 17 b. Grind smooth all rough welds at casing joints. 18 2. Installation of Casing Spacers 19 a. Provide casing spacers, insulators or other approved devices to prevent 20 flotation, movement or damage to the pipe during installation and grout backfill 21 placement. 22 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 23 casings or tunnels. 24 c. Correctly assemble, evenly tighten and prevent damage during tightening of the 25 insulators and pipe insertion. 26 d. Install spacers in accordance with manufacturer's recommendations. 27 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 28 and the casing. 29 f. Carrier pipe shall be installed without sliding or dragging it on the ground or in 30 the casing/liner in a manner that could damage the pipe or coatings. 31 1) If guide rails are allowed, place cement mortar on both sides of the rails. 32 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 33 lubricant to minimize friction when installing the carrier pipe. 34 h. The carrier pipe shall be electrically isolated from the carrier pipe and from the 35 casing. 36 i. Grade the bottom of the trench adjacent to each end of the casing to provide a 37 firm, uniform and continuous support for the pipe. If the trench requires some 38 backfill to establish the final trench bottom grade, place the backfill material in 39 6-inch lifts and compact each layer. 40 j. After the casing or tunnel liner has been placed, pump dry and maintain dry 41 until the casing spacers and end seals are installed. 42 3. Insulator Spacing 43 a. Maximum distance between spacers is to be 6 feet. 44 b. For ductile -iron pipe, flanged pipe or bell and spigot pipe, install spacers within 45 1 foot on each side of the bell or flange and 1 in the center of the joint where 18 46 foot or 20 foot long joints are used. 47 c. If the casing or pipe is angled or bent, reduce the spacing, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330524-8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 8of10 1 d. The end spacer must be within 6 inches of the end of the casing pipe, regardless 2 of size of casing and pipe or type of spacer used. 3 e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the 4 spigot into the bell. 5 4. After installation of the carrier pipe: 6 a. Mortar inside and outside of the joints, as applicable 7 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 8 1) If continuity exists, remedy the short, by all means necessary including 9 removing and reinstalling the carrier pipe, prior to applying cellular grout. 10 c. If hold down jacks or casing spacers are used, seal or plug the ends of the 11 casing. 12 d. If steel pipe is used and not welded prior to installation in casing/liner, welding 13 of pipe will only be allowed after grouting of annular space is complete. 14 D. Installation of End Seals 15 1. For Water Pipes 16 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. 17 b. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the 18 casing. Securely fasten with stainless steel bands. 19 2. For Sewer Pipes 20 a. Grout annular space between carrier pipe and casing as indicated in this 21 Specification. 22 E. Annular Space Grouting (For Sewer Only) 23 1. Prepare pipe as necessary to prevent the pipe from floating during grouting 24 operation as necessary. 25 2. Mixing of Grout 26 a. Mix material in equipment of sufficient size to provide the desired amount of 27 grout material for each stage in a single operation. 28 1) The equipment shall be capable of mixing the grout at the required densities 29 for the approved procedure and shall be capable of changing the densities 30 as required by field conditions. 31 3. Backfill Annular Space with Grout 32 a. Prior to filling of the annular space, test the carrier pipe in accordance with 33 Section 33 01 30. 34 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and 35 do not exceed this pressure. 36 c. After the installation of the carrier pipe, the remaining space (all voids) between 37 the casing/liner and the carrier shall be filled with LDCC grout. 38 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall 39 be in contact with the grout. 40 2) Grout shall be pumped through a pipe or hose. 41 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier 42 pipe during grouting. 43 4. Injection of LDCC Grout 44 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's 45 approved recommendations or 5 psi (whichever is lower). 46 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 47 velocity and pressure compatible with the size/volume of the annular space. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 [Insert Project Name] [Insert Project Number] 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9 of 10 1 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless 2 grouting procedures require multiple stages. 3 d. Grout placements shall not be terminated until the estimated annular volume of 4 grout has been injected. 5 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 6 6. Protect and preserve the interior surfaces of the casing from damage. 7 3.5 REPAIR / RESTORATION [NOT USED] 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD loR] SITE QUALITY CONTROL 10 A. Reports and Records required for pipe installations greater than 48-inches and longer 11 than 350 feet 12 1 Maintain and submit daily logs of grouting operations. 13 a. Include: 14 1) Grouting locations 15 - 2) Pressures 16 3) Volumes 17 4) Grout mix pumped 18 5) Time of pumping 19 2. Note any problems or unusual observations on logs. 20 B. Grout Strength Tests 21 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 22 cylinder molds or grout cubes obtained during grouting operations. 23 2. City will perform field sampling during annular space grouting. 24 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100 25 cubic yards of grout injected but not less than 1 set for each grouting shift. 26 b. City will perfo,ni 24-hour and 28-day compressive strength tests per ASTM 27 C39 (cylindrical specimens) or ASTM C109 (cube specimens). 28 c. Remaining samples shall be tested as directed by City. 29 C. Safety 30 1. The Contractor is responsible for safety on the job site. 31 a. Perform all Work in accordance with the current applicable regulations of the 32 Federal, State and local agencies. 33 b. In the event of conflict, comply with the more restrictive applicable 34 requirement. 35 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 36 shafts/pits. 37 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to 38 applicable local, State and Federal regulations. 39 3. ' Methods of construction shall be such as to ensure the safety of the Work, 40 Contractor's and other employees on site and the public. 41 4. Furnish and operate a temporary ventilation system in accordance with applicable 42 safety requirements when personnel are underground. 43 a. Perform all required air and gas monitoring. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 330524 -10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 10 of 10 1 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 2 atmosphere free of toxic or flammable gasses in all underground work areas. 3 5. Perform all Work in accordance with all current applicable regulations and safety 4 requirements of the federal, state and local agencies. 5 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 6 Underground Construction and Subpart P, Excavations. 7 b. In the event of conflict, comply with the more stringent requirements. 8 6. If personnel will enter the pipe during construction, the Contractor shall develop an 9 emergency response plan for rescuing personnel trapped underground in a shaft 10 excavation or pipe. 11 a. Keep on -site all equipment required for emergency response in accordance with 12 the agency having jurisdiction 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING (NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 22 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 1 2 3 PART 1- GENERAL SECTION 33 05 26 UTILITY MARKERS/LOCATORS 330526-1 UTILITY MARKERS/LOCATORS Page 1 of 6 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Buried and surface utility markers for utility construction 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item will be by lump sum. 17 2. Payment 18 a. The work performed and materials furnished in accordance with this Item will 19 be paid for at the lump sum price bid for "Utility Markers". 20 3. The price bid shall include: 21 a. Furnishing and installing Utility Markers as specified by the Drawings 22 b. Mobilization 23 c. Pavement removal 24 d. Excavation 25 e. Hauling 26 f. Disposal of excess material 27 g. Furnishing, placement and compaction of backfill 28 h. Clean-up 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Public Works Association (AWPA): 35 a. Uniform Color Code. 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330526-2 UTILITY MARKERS/LOCATORS Page 2 of 6 1 B. All submittals shall be approved by the Engineer or the City prior to delivery. 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 3 A. Product Data 4 1. Buried Marker 5 2. Surface Marker 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED toR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 14 2.2 MATERIALS 15 A. Manufacturers 16 1. Only the manufacturers as listed on the City's Standard Products List will be 17 considered as shown in Section 01 60 00. 18 a. The manufacturer must comply with this Specification and related Sections. 19 2. Any product that is not listed on the Standard Products List is considered a 20 substitution and shall be submitted in accordance with Section 01 25 00. 21 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the 22 manufacturing of Utility Markers/Locators. 23 B. Materials 24 1. Buried Markers 25 a. Detectable warning tape shall be as follows: 26 1) 5.0 mil overall thickness 27 2) Width — 3 inch minimum 28 3) Weight — 27.5 pounds per inch per 1,000 square feet 29 4) Triple Layer with: 30 a) Minimum thickness 0.35 mils solid aluminum foil encased in a 31 protective inert plastic jacket 32 (1) 100 percent virgin low density polyethylene 33 (2) Impervious to all known alkalis, acids, chemical reagents and 34 solvents within soil 35 (3) Aluminum foil visible to both sides 36 5) Locatable by conductive and inductive methods 37 6) Printing encased to avoid ink rub -off 38 7) Color and Legends 39 a) Potable water lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 330526-3 UTILITY MARKERS/LOCATORS Page 3 of 6 (1) Color — Blue (in accordance with APWA Uniform Color Code) 2 (2) Legend — Caution Potable Water Line Below (repeated every 24 3 inches) 4 b) Reclaimed water lines 5 (1) Color — Purple (in accordance with APWA Uniform Color Code) 6 (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 7 inches) 8 c) Sewer Line 9 (1) Color — Green (in accordance with APWA Uniform Color Code) 10 (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 11 b. Electronic utility marker balls shall be as follows: 12 1) Sealed shell containing a passive antenna — low -frequency resonance circuit 13 tuned to specific frequency 14 2) Size — 4.5-inch diameter 15 3) Range — 5 feet minimum 16 4) Field Type/Shape — Spherical 17 5) Material — high -density polyethylene 18 6) Color and Frequency 19 a) Water Lines 20 (1) Color — Blue (in accordance with APWA Uniform Color Code) 21 (2) Frequency — 145.7 kHz 22 b) Sewer Line Markers 23 (1) Color — Green (in accordance with APWA Uniform Color Code) 24 (2) Frequency —121.6 kHz 25 2. Surface Markers 26 a. Provide as follows: 27 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 28 2) White posts with colored, ultraviolet resistant domes as follows: 29 a) Water Lines 30 ' (1) Color — Blue (in accordance with APWA Uniform Color Code) 31 (2) Legend — Caution Potable Water Line Below 32 b) Reclaimed water lines 33 (1) Color — Purple (in accordance with APWA Uniform Color Code) 34 (2) Legend — Caution Reclaimed Water Line Below 35 c) Sewer lines 36 (1) Color — Green (in accordance with APWA Uniform Color Code) 37 (2) Legend — Caution Sewer Line Below CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 2011 [Insert Project Name] [insert Project Number] 330526-4 UTILITY MARKERS/LOCATORS Page 4 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Buried Markers 9 1 Detectable Warning Tape 10 a. Install in accordance with manufacturer's recommendations below natural 11 ground surface and directly above the utility for which it is marking. 12 1) Allow 18 inches minimum between utility and marker. 13 2) Bury to a depth of 3 feet or as close to the grade as is practical for optimum 14 protection and detectability. 15 2. Electronic Marker Balls 16 a. Install in accordance with manufacturer's recommendations below natural 17 ground surface and directly above the utility for which it is marking. 18 1) Allow 4 inches minimum between utility and marker. 19 2) Bury to a depth of 5 feet maximum, or as close to the grade as is practical 20 for optimum protection and detectability. 21 3) Allow at least 6 feet between each marker. 22 b. Use tie -downs for placement of markers if deemed necessary by the City, or 23 Engineer. 24 c. Upon completion of installation, the City will inspect that electronic marker 25 balls are installed in place, prior to paving over any of the required locations. 26 d. See table below for other details related to marker ball installation: 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330526-5 UTILITY MARKERS/LOCATORS Page 5 of 6 Marker Ball Clearance, Spacing, Bury and Placement 16-inch and Larger 12-inch and Smaller Water Lines Water Lines Clearance between Utility and Marker Maximum Bury Depth Minimum Spacing Placement 2 4 inches ( minimum) 5 feet 6 feet -Horizontal Bends -Vertical Bends -Horizontal Pts of curvature, tangency, reverse curvature -Horizontal Tees (excluding fire hydrants) -Casings -Cleaning wyes -Plugs -Other Locations shown on Drawings 4 inches ( minimum) 5 feet 6 feet - Horizontal Bends -Vertical Bends -Horizontal Pts of curvature, tangency, reverse curvature -Casings -Dead-ends -Stub-outs Sanitary Sewer 4 inches ( minimum) 5 feet 6 feet -ROW/Casings (Highways) -ROW/Casings (Railroads) -Other Locations shown on Drawings 3 B. Surface Markers 4 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 5 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 6 3. Where possible, place surface markers near fixed objects. 7 4. Place Surface Markers at the following locations: 8 a. Buried Features 9 1) Place directly above a buried feature. 10 b. Above -Ground Features 11 1) Place a maximum of 2 feet away from an above -ground feature. 12 c. Water lines 16-inches and larger 13 1) Each right-of-way line (or end of casing pipe) for: 14 a) Highway crossings 15 b) Railroad crossings 16 2) Utility crossings such as: 17 a) High pressure or large diameter gas lines 18 b) Fiber optic lines 19 c) Underground electric transmission lines 20 d) Or other locations shown on the Drawings, or directed by the City 21 d. Surface markers not required for 12-inch and smaller water lines 22 e. For sanitary sewer lines: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insect Project Number] 330526-6 UTILITY MARKERS/LOCATORS Page 6 of 6 ] I) In undeveloped areas, place marker maximum of 2 feet away from an 2 above -ground feature such as a manhole or combination air valve vault. 3 2) Place at 500-foot intervals along the pipeline. 4 3.5 REPAIR / RESTORATION [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD [cm] SITE QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 330530-1 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 1 of 4 SECTION 33 05 30 EXPLORATORY EXCAVATION FOR EXISTING UTILITIES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Measurement 18 a. Measurement for this Item shall be per each excavation performed as identified 19 in the Drawings, or as directed. 20 2. Payment: 21 a. The work performed and materials furnished in accordance with this Item and 22 measured as provided under "Measurement" will be paid for at the unit price 23 bid per each `Exploratory Excavation of Existing Utilities" of the type 24 specified. 25 3. The price bid shall include: 26 a. Grade survey 27 b. Pavement removal 28 c. Excavation 29 d. Hauling 30 e. Disposal of excess material 31 f. Furnishing, placing and compaction of embedment 32 g. Furnishing, placing and compaction of backfill 33 h. Clean-up 34 i. Surface restoration 35 1.3 REFERENCES 36 A. Reference Standards 37 1. Reference standards cited in this Specification refer to the current reference 38 standard published at the time of the latest revision date logged at the end of this 39 Specification, unless a date is specifically cited. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 330530-2 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 2 of 4 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. Coordination 3 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 4 Exploratory Excavation of Existing Utilities. 5 2. Coordinate location of all other existing utilities within vicinity of excavation prior 6 to commencing Exploratory Excavation. 7 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to 8 commencement. 9 B. Sequencing 10 1. Exploratory Excavations shall be conducted prior to the construction of the entire 11 project. 12 C. Scheduling 13 1. For critical utility locations, the City may choose to be present during excavation. 14 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 15 City personnel. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS 19 A. Report of Utility Location 20 1. Horizontal location of utility as surveyed 21 2. Vertical elevation of utility as surveyed 22 a. Top of utility 23 b. Spring line of utility 24 c. Existing ground 25 3. Material type, diameter and description of the condition of existing utility 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 330530-3 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 3 of 4 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION 4 A. Verification of Conditions 5 1. Verify location of existing utilities in accordance with the General Requirements, 6 the General Notes and the Drawings. 7 3.3 PREPARATION 8 A. Coordinate with City Survey, if applicable. 9 3.4 INSTALLATION 10 A. Verify location of existing utility at location denoted on the Drawings, or as directed by 11 the City or Engineer. 12 1. Expose utility to spring line, as necessary. 13 2. Excavate and Backfill Trench for the Exploratory Excavation in accordance with 14 Section 33 05 10. 15 B. Upon completion of the utility exploration, submit a report of the findings. 16 C. If location of utility is in conflict with the Drawings, notify the City Project Manager 17 for appropriate design modifications. 18 D. Place embedment and backfill in accordance with Section 33 05 10. 19 E. Once necessary data is obtained, immediately restore surface to existing conditions to: 20 1. Obtain a safe and proper driving surface, if applicable 21 2. Ensure the safety of the general public 22 3. The satisfaction of the City 23 3.5 REPAIR / RESTORATION [NOT USED] 24 3.6 RE -INSTALLATION [NOT USED] 25 3.7 FIELD RJR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 1 2 SECTION 33 11 11 DUCTILE IRON FITTINGS 33 11 11 - 1 DUCTILE IRON FITTINGS Page 1 of 13 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. 03 34 16 — Concrete Base Material for Trench Repair 15 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 16 5. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Ductile Iron Water Fittings 20 a. Measurement 21 1) Shall be per ton of fittings supplied 22 2) Fittings weights are the sum of the various types of fittings multiplied by 23 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 24 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 25 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 26 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 27 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 28 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 29 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 30 measured in accordance with AWWA/ANSI C153/A21.53. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per ton of "Ductile Iron Water Fittings". 35 c. The price bid shall include: 36 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 37 Drawings 38 2) Polyethylene encasement 39 3) Lining 40 4) Pavement removal 41 5) Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name} [Insert Project Number] 33 11 11 -2 DUCTILE IRON FITTINGS Page 2 of 13 1 6) Hauling 2 7) Disposal of excess material 3 8) Furnishing and installing bolts, nuts, and restraint (if required) 4 9) Furnishing, placement and compaction of embedment 5 10) Furnishing, placement and compaction of backfill 6 11) Clay Dams 7 12) Clean-up 8 13) Cleaning 9 14) Disinfection 10 15) Testing 11 2. Ductile Iron Sewer Fittings 12 a, Measurement 13 1) Shall be per ton of fittings supplied 14 2) Fittings weights are the sum of the various types of fittings multiplied by 15 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 16 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 17 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 18 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 19 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 20 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 21 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 22 measured in accordance with AWWA/ANSI C153/A21.53. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" will be paid for at the unit 26 price bid per ton of "Ductile Iron Sewer Fittings". 27 c. The price bid shall include: 28 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 29 Drawings 30 2) Epoxy Coating 31 3) Polyethylene encasement 32 4) Lining 33 5) Pavement removal 34 6) Excavation 35 7) Hauling 36 8) Disposal of excess material 37 9) Furnishing and installing bolts, nuts, and restraint (if required) 38 10) Furnishing, placement and compaction of embedment 39 11) Furnishing, placement and compaction of backfill 40 12) Clean-up 41 13) Cleaning 42 14) Disinfection 43 15) Testing 44 3. Hydrocarbon Resistant Gaskets 45 a. Measurement 46 I) Measurement for this Item shall be by lump sum. 47 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 331111-3 DUCTILE IRON FITTINGS Page 3 of 13 1 1) The work performed and the materials furnished in accordance with this 2 Item shall be paid for at the lump sum price bid for "Hydrocarbon Resistant 3 Gaskets". 4 1.3 . REFERENCES 5 A. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. American Society of Mechanical Engineers (ASME): 10 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 11 3. ASTM International (ASTM): 12 a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 13 b. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 14 Water or Other Liquids. 15 c. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 16 4. American Water Works Association (AWWA): 17 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 18 Enamel and Tape - Hot Applied. 19 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 20 c. M41, Ductile -Iron Pipe and Fittings. 21 5. American Water Works Association/American National Standards Institute 22 (AWWA/ANSI): 23 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 24 b. C 105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 25 c. C 110/A21.10, Ductile -Iron and Gray -Iron Fittings. 26 d. C 111 /A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 27 e. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 28 Threaded Flanges. 29 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 30 g. C153/A21.53, Ductile -Iron Compact Fittings for Water Service. 31 6. NSF International (NSF): 32 a. 61, Drinking Water System Components - Health Effects. 33 7. Society for Protective Coatings (SSPC): 34 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 39 fabrication for specials. 40 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 41 A. Product Data 42 1. Ductile Iron Fittings 43 a. Pressure class CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331111-4 DUCTILE IRON FITTINGS Page 4 of 13 1 b. Interior lining 2 c. Joint types 3 2. Polyethylene encasement and tape 4 a. Planned method of installation 5 b. Whether the film is linear low density or high density cross linked polyethylene 6 c. The thickness of the film provided 7 3. The interior lining, if it is other than cement mortar lining in accordance with 8 AWWA/ANSI C104/A21.4 9 a. Material 10 b. Application recommendations 11 c. Field touch-up procedures 12 4. Thrust Restraint 13 a. Retainer glands 14 b. Thrust harnesses 15 c. Any other means 16 5. Bolts and nuts for mechanical and or flange joints 17 6. Gaskets 18 B. Certificates 19 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 20 meet the provisions of this Section and meet the requirements of AWWA/ANSI 21 C110/A21.10 or AWWA/ANSI C153/A21.53. 22 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE 26 A. Qualifications 27 1. Manufacturers 28 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 29 performed under the control of the manufacturer. 30 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 31 C110/A21.10 or AWWA/ANSI C153/A21.53. 32 1) Perform quality control tests and maintain the results as outlined in these 33 standards to assure compliance. 34 B. Preconstruction Testing 35 1. The City may, at its own cost, subject random fittings for destructive testing by an 36 independent laboratory for compliance with this Specification. 37 a. The compliance test shall be performed in the United States. 38 b. Any visible defects or failure to meet the quality standards herein will be 39 grounds for rejecting the entire order. 40 1.10 DELIVERY, STORAGE, AND HANDLING 41 A. Storage and Handling Requirements 42 1. Store and handle in accordance with the guidelines as stated in AWWA M41. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [insert Project Name] [Insert Project Number] 331111-5 DUCTILE IRON FITTINGS Page 5 of 13 1 2. Secure and maintain a location to store the material in accordance with Section 01 2 66 00. 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS 6 2.1 OWNER -FURNISHED [old OWNER -SUPPLIED PRODUCTS [NOT USED] 7 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 8 A. Manufacturers 9 1. Only the manufacturers as listed on the City's Standard Products List will be 10 considered as shown in Section 01 60 00. 11 a. The manufacturer must comply with this Specification and related Sections. 12 2. Any product that is not listed on the Standard Products List is considered a 13 substitution and shall be submitted in accordance with Section 01 25 00. 14 B. Ductile Iron Fittings 15 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, 16 AWWA/ANSI C153/A21.53. 17 2. All fittings for potable water service shall meet the requirements of NSF 61. 18 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 19 the pipe which the fitting is connected, unless specifically indicated in the 20 Drawings. 21 4. Fittings Markings 22 a. Meet the minimum requirements of AWWA/ANSI C151/A21.51. 23 b. Minimum markings shall include: 24 1) "DI" or "Ductile" cast or metal stamped on each fitting 25 2) Applicable AWWA/ANSI standard for that the fitting 26 3) Pressure rating 27 4) Number of degrees for all bends 28 5) Nominal diameter of the openings 29 6) Year and country fitting was cast 30 7) Manufacturer's mark 31 5. Joints 32 a. Push -On Joints 33 1) Comply with AWWA/ANSI C111/A21.11. 34 b. Mechanical Joints 35 1) Comply with AWWA/ANSI C111/A21.11. 36 c. Mechanical Joints with mechanical restraint 37 1) Restraint devices shall consist of multiple gripping wedges incorporated 38 into a follower gland meeting the applicable requirements of ANSI/AWWA 39 C110/A21.10. 40 2) The devices shall have the following working pressure ratings based on size 41 and type of pipe: 42 a) Ductile Iron Pipe 43 (1) 3-inch — 16-inch, 350 psi CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331111-6 DUCTILE IRON FITTINGS Page 6 of 13 1 (2) 18-inch — 48-inch, 250 psi 2 b) PVC C900 and C905 3 (1) 3-inch-12-inch, 305psi 4 (2) 14-inch — 16-inch, 235psi 5 (3) 18-inch — 20-inch, 200psi 6 (4) 24-inch — 30 —inch 165psi 7 c) Ratings are for water pressure and must include a minimum safety 8 factor of 2 to 1 in all sizes 9 3) Restraint devices shall have specific designs for Ductile Iron and PVC and 10 should be easily differentiate between the two. 11 4) Gland body, wedges and wedge actuating components shall be cast from 12 grade 65-45-12 ductile iron material in accordance with ASTM A536 13 5) Mechanical joint restraint shall require conventional tools and installation 14 procedures per AWWA C600, while retaining full mechanical joint 15 deflection during assembly as well as allowing joint deflection after 16 assembly. 17 6) Proper actuation of the gripping wedges shall be ensured with torque 18 limiting twist off nuts. 19 d. Push -On - Restrained Joints 20 1) Restraining Push -on joints by means of a special gasket 21 a) Only those products that are listed in 01 60 00 22 b) The working pressure rating of the restrained gasket must exceed the 23 test pressure of the pipe line to be installed. 24 c) Approved for use of restraining Ductile Iron Pipe in casing with a 25 carrier pipe of 4-inches to 12-inches 26 d) Otherwise only approved if specially listed on the drawings 27 2) Push -on Restrained Joint bell and spigot 28 a) Only those products list in the standard products list will be allowed for 29 the size listed in the standard products list per Section 01 60 00 30 b) Pressure rating shall exceed the working and test pressure of the pipe 31 line 32 e. Flanged Joints 33 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 34 2) Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 35 125. 36 3) Field fabricated flanges are prohibited. 37 6. Gaskets 38 a. All rubber joint gaskets utilized on Ductile Iron Fittings shall be in 39 conformance with AWWA/ANSI C 111 /A21.11. 40 b. Flanged Gaskets 41 1) Full face 42 2) Manufactured true to shape from minimum 80 durometer SBR rubber stock 43 of a thickness not less than 1/8 inch 44 3) Virgin stock 45 4) Conforming to the physical and test requirements specified in 46 AWWAIANSI C111/A21.11 47 5) Finished gaskets shall have holes punched by the manufacturer and shall 48 match the flange pattern in every respect. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 3311 11 -7 DUCTILE IRON FITTINGS Page 7 of 13 1 6) Frayed cut edges resulting from job site gasket fabrication are not 2 acceptable. 3 7) Furnish Viton® Rubber gaskets hydrocarbon restraint gaskets, when 4 required. 5 c. Isolation Flanges 6 1) Flanges required by the drawings to be Isolation Flanges shall conform to 7 Section 3 04 10. 8 7. Bolts and Nuts 9 a. Mechanical Joints 10 1) High strength corrosion restraint low -carbon weathering steel in 11 accordance with AWWA/ANSI C111/A21.11, and ASTM A242. 12 2) Cor-Blue coated with FluoroKote #1, or equal 13 a) Coating shall conform to the performance requirements of ASTM B 117 14 for up to 4000 hours and shall include, if required, a certificate of 15 conformance. 16 b. Flanged Ends 17 1) Meet requirements of AWWA C115. 18 a) For buried and non -buried applications, provide ASTM Al 93 Grade B7 19 bolts and ASTM 194 Grade 2H Nuts. 20 8. Flange Coatings 21 a. Connections to Steel Flanges 22 1) Coatings for buried flanges shall be Densyl Tape system manufactured by 23 Carboline, consisting of Densyl Mastic, Densyl Paste, and Densyl Tape, or 24 approved equal. 25 9. Ductile Iron Fitting Exterior Coatings 26 a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 27 thick, on the exterior, unless otherwise specified in the Contract Documents. 28 10. Polyethylene Encasement 29 a. All buried Ductile Iron Fittings shall be polyethylene encased. 30 b. Only manufacturers listed in the City's Standard Products List as shown in 31 Section 01 60 00 will be considered acceptable. 32 c. Use only virgin polyethylene material. 33 d. Encasement for buried fittings shall be 8 mil linear low density (LLD) 34 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 35 cross -laminated (HDCL) polyethylene encasement conforming to conforming 36 to AWWA/ANSI C105/A21.5 and ASTM A674. 37 e. Marking: At a minimum of every 2 feet along its length, the mark the 38 polyethylene film with the following information: 39 1) Manufacturer's name or trademark 40 2) Year of manufacturer 41 3) AWWA/ANSI C105/A21.5 42 4) Minimum film thickness and material type 43 5) Applicable range of nominal diameter sizes 44 6) Warning — Corrosion Protection — Repair Any Damage 45 f. Special Markings/Colors 46 1) Reclaimed Water, perform one of the following: 47 a) Label polyethylene encasement with "RECLAIMED WATER", CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 3 4 5 6 7 8 9 g. 331111-8 DUCTILE IRON FITTINGS Page 8 of 13 b) Provide purple polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach purple reclaimed water marker tape to the polyethylene wrap. 2) Wastewater, perform one of the following: a) Label polyethylene encasement with "WASTEWATER"; b) Provide green polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach green sanitary sewer marker tape to the polyethylene wrap. Minimum widths 10 Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter Min. Width — Flat Tube Min. Width — Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 11 11. Ductile Iron Fittings Interior Lining 12 a. Cement Mortar Lining 13 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 14 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 15 NSF 61. 16 b. Ceramic Epoxy or Epoxy Linings 17 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 18 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 19 List as shown in Section 01 60 00. 20 2) Apply lining at a minimum of 40 mils DFT 21 3) Due to the tolerances involved, the gasket area and spigot end up to 6 22 inches back from the end of the spigot end must be coated with 6 mils 23 nominal, 10 mils maximum using a Joint Compound as supplied by the 24 manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insect Project Name] [Insert Project Number] 33 11 11 -9 DUCTILE IRON FITTINGS Page 9 of 13 1 a) Apply the joint compound by brush to ensure coverage. 2 b) Care should be taken that the joint compound is smooth without excess 3 buildup in the gasket seat or on the spigot ends. 4 c) Coat the gasket seat and spigot ends after the application of the lining. 5 4) Surface preparation shall be in accordance with the manufacturer's 6 recommendations. 7 5) Check thickness using a magnetic film thickness gauge in accordance with 8 the method outlined in SSPC PA 2. 9 6) Test the interior lining of all fittings for pinholes with a non-destructive 10 2,500 volt test. 11 a) Repair any defects prior to shipment. 12 7) Mark each fitting with the date of application of the lining system along 13 with its numerical sequence of application on that date and records 14 maintained by the applicator of his work. 15 8) For all Ductile Iron Fittings in wastewater service where the fitting has 16 been cut, coat the exposed surface with the touch-up material as 17 recommended by the manufacturer. 18 a) The touch-up material and the lining shall be of the same manufacturer. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. General 27 1. Install fittings, specials and appurtenances as specified herein, as specified in 28 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 29 recommendations. 30 2. Lay fittings to the lines and grades as indicated in the Drawings. 31 3. Excavate and backfill trenches in accordance with 33 05 10. 32 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 33 B. Joint Making 34 1. Mechanical Joints 35 a. Bolt the follower ring into compression against the gasket, with the bolts 36 tightened down evenly then cross torqued in accordance with AWWA C600. 37 b. Overstressing of bolts to compensate for poor installation practice will not be 38 permitted. 39 2. Push -on Joints 40 a. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 41 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 42 c. Place the gasket in the bell in the position prescribed by the manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331111 -10 DUCTILE IRON FITTINGS Page 10 of 13 1 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 2 gasket and the outside of the spigot prior to entering the spigot into the bell. 3 e. When using a field cut plain end piece of pipe, refinished the field cut and scarf 4 to conform to AWWA M-41. 5 3. Flanged Joints 6 a. Use erection bolts and drift pins to make flanged connections. 7 1) Do not use undue force or restraint on the ends of the fittings. 8 2) Apply even and uniform pressure to the gasket. 9 b. The fitting must be free to move in any direction while bolting. 10 1) Install flange bolts with all bolt heads faced in 1 direction. 11 4. Joint Deflection 12 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 13 and grades and shown in the Drawings. 14 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 15 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 16 C600. 17 d. The manufacturer's recommendation may be used with the approval of the 18 Engineer. 19 C. Polyethylene Encasement Installation: 20 1. Preparation 21 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 22 installation of polyethylene encasement. 23 1) Prevent soil or embedment material from becoming trapped between 24 fittings and polyethylene. 25 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 26 with minimum space between polyethylene and fittings. 27 1) Provide sufficient slack in contouring to prevent stretching polyethylene 28 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 29 joints or fittings, and to prevent damage to polyethylene due to backfilling 30 operations. 31 2) Secure overlaps and ends with adhesive tape and hold. 32 c. For installations below water table and/or in areas subject to tidal actions, seal 33 both ends of polyethylene tube with adhesive tape at joint overlap. 34 2. Tubular Type (Method A) 35 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 36 section. 37 b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent 38 pipe section and bunching it accordion -fashion lengthwise until it clears fittings 39 ends. 40 c. Lower fittings into trench with preceding section of pipe. 41 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 42 e. After assembling fittings make overlap of polyethylene tube; pull bunched 43 polyethylene from preceding length of pipe, slip it over end of the fitting and 44 wrap until it overlaps joint at end of preceding length of pipe. 45 f. Secure overlap in place. 46 g. Take up slack width at top of fitting to make a snug, but not tight, fit along 47 barrel of fitting, securing fold at quarter points. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331111 -11 DUCTILE IRON FITTINGS Page 11 of 13 1 h. Repair cuts, tears, punctures or other damage to polyethylene. 2 i. Proceed with installation of next fitting in same manner. 3 3. Tubular Type (Method B) 4 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 5 section. 6 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 7 end. 8 c. Take up slack width at top of fitting to make a snug, but not tight, fit along 9 barrel of fitting, securing fold at quarter points; secure ends. 10 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 11 proceeding pipe section, bunching it accordion -fashion lengthwise. 12 e. After completing joint, pull 3-foot length of polyethylene over joint, 13 overlapping polyethylene previously installed on each adjacent section of pipe 14 by at least 1 foot; make each end snug and secure. 15 4. Sheet Type 16 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 17 section. 18 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 19 clears the fitting ends. 20 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 21 quadrant of fitting. 22 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 23 e. Lower wrapped fitting into trench with preceding section of pipe. 24 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 25 g. After completing joint, make overlap and secure ends. 26 h. Repair cuts, tears, punctures or other damage to polyethylene. 27 i. Proceed with installation of fittings in same manner. 28 5. Pipe -Shaped Appurtenances 29 a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with 30 polyethylene in same manner as pipe and fittings. 31 6. Odd -Shaped Appurtenances 32 a. When it is not practical to wrap valves, tees, crosses and other odd -shaped 33 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 34 sheet under appurtenances and bringing it up around body. 35 b. Make seams by bringing edges together, folding over twice and taping down. 36 c. Tape polyethylene securely in place at the valve stem and at any other 37 penetrations. 38 7. Repairs 39 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 40 or with short length of polyethylene sheet or cut open tube, wrapped around 41 fitting to cover damaged area, and secure in place. 42 8. Openings in Encasement 43 a. Provide openings for branches, service taps, blow -offs, air valves and similar 44 appurtenances by making an X-shaped cut in polyethylene and temporarily 45 folding back film. 46 b. After appurtenance is installed, tape slack securely to appurtenance and repair 47 cut, as well as other damaged area in polyethylene with tape. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 331111 -12 DUCTILE IRON FITTINGS Page 12 of 13 1 c. Service taps may also be made directly through polyethylene, with any 2 resulting damaged areas being repaired as described above. 3 9. Junctions between Wrapped and Unwrapped Fittings 4 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 5 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 6 b. Secure end with circumferential turns of tape. 7 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 8 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 9 Fittings. 10 D. Blocking 11 1. Install concrete blocking in accordance with Section 03 34 16 for all bends, tees, 12 crosses and plugs in the pipe lines as indicated in the Drawings. 13 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 14 normal to the thrust. 15 3. The supporting area for each block shall be at least as great as that indicated on the 16 Drawings and shall be sufficient to withstand the thrust, including water hammer, 17 which may develop. 18 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 19 5. If the Contractor encounters soil that appears to be different than that which was 20 used to calculate the blocking according to the Drawings, the Contractor shall 21 notify the Engineer prior to the installation of the blocking. 22 3.5 REPAIR/RESTORATION 23 A. Patching 24 1. Excessive field -patching is not permitted of lining or coating. 25 2. Patching of lining or coating will be allowed where area to be repaired does not 26 exceed 100 square inches and has no dimensions greater than 12 inches. 27 3. In general, there shall not be more than 1 patch on either the lining or the coating of 28 any fitting. 29 4. Wherever necessary to patch the fitting: 30 a. Make patch with cement mortar as previously specified for interior joints. 31 b. Do not install patched fitting until the patch has been properly and adequately 32 cured and approved for laying by the City. 33 c. Promptly remove rejected fittings from the site. 34 3.6 RE -INSTALLATION [NOT USED] 35 3.7 FIELD [oR] SITE QUALITY CONTROL 36 A. Potable Water Mains 37 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 38 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 39 main as specified in Section 33 04 40. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 33 11 11 - 13 DUCTILE IRON FITTINGS Page 13 of 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 2 331112-1 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 1 of 8 SECTION 33 11 12 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride (PVC) Pressure Pipe 4-inch through 24-inch for potable water, 7 wastewater and reuse applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. 33 01 31 — Closed Circuit Television (CCTV) Inspection 15 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 16 5. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 6. 33 05 24 — Installation of Carrier Pipe in Casing 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Measured horizontally along the surface from center line to center line of the 22 fitting, manhole, or appurtenance 23 2. Payment 24 a. The work performed and materials furnished in accordance with this Item and 25 measured as provided under "Measurement" will be paid for at the unit price 26 bid per linear foot of "PVC Water Pipe" installed for: 27 1) Various sizes 28 2) Various types of backfill 29 b. The work performed and materials furnished in accordance with this Item and 30 measured as provided under "Measurement" will be paid for at the unit price 31 bid per linear foot of "Sewer Force Main" installed for: 32 1) Various sizes 33 3. The price bid shall include: 34 a. Furnishing and installing PVC Pressure Pipe with joints as specified by the 35 Drawings 36 b. Mobilization 37 c. Pavement removal 38 d. Excavation 39 e. Hauling 40 f. Disposal of excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 33 11 12 - 2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 2 of 8 1 g. Furnishing, placement and compaction of embedment 2 h. Furnishing, placement and compaction of backfill 3 i. Clay Dams 4 j. Thrust restraint, if required by Contract Documents 5 k. Gaskets 6 1. Clean-up 7 m. Cleaning 8 n. Disinfection 9 o. Testing 10 1.3 REFERENCES 11 A. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification, unless a date is specifically cited. 15 2. American Association of State Highway and Transportation Officials (AASHTO). 16 3. ASTM International (ASTM): 17 a. D1784, Standard Specification for Rigid Poly(Vinyl-Chloride) (PVC) 18 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 19 b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using 20 Flexible Elastomeric Seals, 21 4. American Water Works Association (AWWA): 22 a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 23 b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes 24 and Fittings for Water. 25 c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN 26 through 12 IN, for Water Transmission and Distribution. 27 d. C905, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 14 1N 28 through 48 IN, for Water Transmission and Distribution. 29 e. M23, PVC Pipe — Design and Installation. 30 f. M41, Ductile -Iron Pipe and Fittings. 31 5. NSF International (NSF): 32 a. 61, Drinking Water System Components — Health Effects. 33 6. Underwriters Laboratories, Inc. (UL). 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 01 33 00. 37 B. All submittals shall be approved by the Engineer or the City prior to delivery. 38 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 39 A. Product Data 40 1. For PVC Pressure Pipe that is used for water distribution, wastewater force mains 41 or wastewater gravity mains, including: 42 a. PVC Pressure Pipe CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331112-3 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 3 of 8 1 b. Manufacturer 2 c. Dimension Ratio 3 d. Joint Types 4 2. Restraint, if required in Contract Documents 5 a. Retainer glands 6 b. Thrust harnesses 7 c. Any other means of restraint 8 3. Gaskets 9 B. Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe 10 used in the water distribution system or for a wastewater force main for 24-inch and 11 greater diameters, including: 12 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 13 Texas including: 14 a. Working pressure 15 b. Surge pressure 16 c. Deflection 17 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 18 Professional Engineer in Texas, to verify the restraint lengths shown on the 19 Drawings. 20 3. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed 21 Professional Engineer in Texas including: 22 a. Pipe class 23 b. Joints type 24 c. Fittings 25 d. Stationing 26 e. Transitions 27 f. Joint deflection 28 C. Certificates 29 1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of 30 this Section, each run of pipe furnished has met Specifications, all inspections have 31 been made and that all tests have been performed in accordance with AWWA C900 32 or AWWA C905. 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE 36 A. Qualifications 37 1. Manufacturers 38 a. Finished pipe shall be the product of 1 manufacturer for each size, unless 39 otherwise approved by the City. 40 1) Change orders, specials, and field changes may be provided by a different 41 manufacturer upon City approval. 42 b. Pipe manufacturing operations shall be performed under the control of the 43 manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331112-4 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 4 of 8 1 c. All pipe furnished shall be in conformance with AWWA C900 and AWWA 2 C905. 3 1.10 DELIVERY, STORAGE, AND HANDLING 4 A. Storage and Handling Requirements 5 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 6 2. Secure and maintain a location to store the material in accordance with Section 01 7 66 00. 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 12 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 13 A. Manufacturers 14 1. Only the manufacturers as listed in the City's Standard Products List will be 15 considered as shown in Section 01 60 00. 16 a. The manufacturer must comply with this Specification and related Sections. 17 2. Any product that is not listed on the Standard Products List is considered a 18 substitution and shall be submitted in accordance with Section 01 25 00. 19 B. Pipe 20 1. Pipe shall be in accordance with AWWA C900 or AWWA C905, 21 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61. 22 3. Pressure Pipe shall be approved by the UL. 23 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces 24 necessary to comply with the Drawings. 25 5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a 26 cell classification of 12454-B. Outside diameters must be equal to those of cast 27 iron and ductile iron pipes. 28 6. As a minimum the following Dimension Ratio's apply: 29 Diameter Min Pressure Class (inch) (psi) 4 through 12 DR 14 16 through 24 DR 18 30 7. Pipe Markings 31 a. Meet the minimum requirements of AWWA C900 or AWWA C905. Minimum 32 pipe markings shall be as follows: 33 1) Manufacturer's Name or Trademark and production record 34 2) Nominal pipe size 35 3) Dimension Ratio CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I [Insert Project Name] [Insert Project Number] 3311 12-5 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 5 of 8 1 4) AWWA C900 or AWWA C905 2 5) Seal of testing agency that verified the suitability of the pipe 3 C. Pressure and Deflection Design 4 1. Pipe design shall be based on trench conditions and design pressure class specified 5 in the Drawings. Pipe shall be designed according to the methods indicated in 6 AWWA M23 for trench construction, using the following parameters: 7 a. Unit Weight of Fill (w) = 130 pcf 8 b. Live Load = AASHTO HS 20 9 c. Trench Depth = 12 feet minimum, or as indicated in Drawings 10 d. Maximum E' = 1,000 max 11 e. Deflection Lag Factor = 1.0 12 f. Working Pressure (P,,,) = 150 psi 13 g. Surge Allowance (Ps) = 100 psi minimum 14 h. Test Pressure = 15 1) No less than 1.25 times the stated working pressure (187 psi minimum) of 16 the pipeline measured at the highest elevation along the test section. 17 2) No less than 1.5 times the stated working pressure (225 psi minimum) at 18 the lowest elevation of the test section. 19 i. Maximum Calculated Deflection = 3 percent 20 j. Restrained Joint Safety Factor (SF) = 1.5 21 2. Verify trench depths after existing utilities are located. 22 a. Accommodate vertical alignment changes required because of existing utility or 23 other conflicts by an appropriate change in pipe design depth. 24 b. In no case shall pipe be installed deeper than its design allows. 25 3. Provisions for Thrust: 26 a. Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained 27 joints when required by the Drawings. 28 b. No thrust restraint contribution shall be allowed for the restrained length of 29 pipe within the casing. 30 c. Restrained joints, where required, shall be used for a sufficient distance from 31 each side of the bend, tee, plug, valve, or other fitting to resist thrust which will 32 be developed at the design pressure of the pipe. For the purpose of thrust the 33 following shall apply: 34 1) Calculate valves as dead ends. 35 2) Design pressure shall be greater than the pressure class of the pipe or the 36 internal pressure (Pi), whichever is greater. 37 3) Restrained joints shall consist of approved mechanical restrained or push- 38 on restrained joints as listed in the City's Standard Products List as shown 39 in Section 01 60 00. 40 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. 41 d. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 42 resist thrust in accordance with the Drawings and the following: 43 1) Calculate the weight of the earth (We) as the weight of the projected soil 44 prism above the pipe, for unsaturated soil conditions. 45 2) Soil density = 115 pcf (maximum value to be used), for unsaturated soil 46 conditions 47 3) In locations where ground water is encountered, reduce the soil density to 48 its buoyant weight for the backfill below the water table. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insect Project Name) [Insert Project Number] 331112-6 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 6 of 8 1 a) Reduce the coefficient of friction to 0.25. 2 4. Joints 3 a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM 4 D3139. 5 b. Since each pipe manufacturer has a different design for push -on joints, gaskets 6 shall be part of a complete pipe section and purchased as such. 7 c. Lubricant must be non -toxic and NSF approved for potable water applications. 8 d. Push -On Restrained Joints shall only be as approved in the Standard Products 9 List in Section 01 60 00. 10 5. Detectable Markers 11 a. Provide detectable markers in accordance with Section 33 05 26. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION [NOT USED] 18 3.4 INSTALLATION 19 A. General 20 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 21 AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe 22 manufacturer's recommendations. 23 2. Lay pipe to the lines and grades as indicated in the Drawings. 24 3. Excavate and backfill trenches in accordance with Section 33 05 10. 25 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 26 5. For installation of carrier pipe within casing, see Section 33 05 24. 27 B. Pipe Handling 28 I. Haul and distribute pipe and fittings at the project site. 29 2. Handle piping with care to avoid damage. 30 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 31 lowering into the trench. 32 b. Use only nylon ropes, slings or other lifting devices that will not damage the 33 surface of the pipe for handling the pipe. 34 3. At the close of each operating day: 35 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 36 the laying operation. 37 b. Effectively seal the open end of the pipe using a gasketed night cap. 38 C. Joint Making 39 1. Mechanical Joints CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 331112-7 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 7 of 8 1 a. Bolt the follower ring into compression against the gasket, with the bolts 2 tightened down evenly then cross torque in accordance with AWWA C600. 3 b. Overstressing of bolts to compensate for poor installation practice will not be 4 permitted. 5 2. Push -on Joints 6 a. Install Push -On joints as defined in AWWA C900 and AWWA C905. 7 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 8 c. Place the gasket in the bell in the position prescribed by the manufacturer. 9 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 10 gasket and the outside of the spigot prior to entering the spigot into the bell. 11 e. When using a field cut plain end piece of pipe, refinish the field cut to conform 12 to AWWA C605. 13 3. Joint Deflection 14 a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines 15 and grades shown in the Drawings. 16 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 17 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 18 C600. 19 d. The manufacturer's recommendation may be used with the approval of the 20 Engineer. 21 D. Detectable Metallic Tape Installation 22 1. See Section 33 05 26. 23 3.5 REPAIR/RESTORATION [NOT USED] 24 3.6 RE -INSTALLATION [NOT USED' 25 3.7 FIELD km] SITE QUALITY CONTROL 26 A. Potable Water Mains 27 1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water 28 mains: 29 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 30 main as specified in Section 33 04 40. 31 B. Wastewater Lines 32 1. Closed Circuit Television (CCTV) Inspection 33 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 331112-8 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 8 of 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name) [Insert Project Number] 331225-1 CONNECTION TO EXISTING WATER MAINS Page 1 of 8 1 SECTION 33 12 25 2 CONNECTION TO EXISTING WATER MAINS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Connection to existing water mains to include, but not limited to: 7 a. Cutting in a tee for a branch connection 8 b. Extending from an existing water main 9 c. Performing in -line connections 10 d. Installing a tapping sleeve and valve 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division 1 — General Requirements 17 3. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 18 4. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 19 5. 33 11 10 — Ductile Iron Pipe 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Connection to an existing unpressurized Fort Worth Water Distribution System 23 Main that does not require the City to take part of the water system out of service 24 a. Measurement 25 1) This Item is considered subsidiary to the water pipe being installed. 26 b. Payment 27 1) The work performed and the materials furnished in accordance with this 28 Item are subsidiary to the unit price bid per linear foot of water pipe 29 complete in place, and no other compensation will be allowed. 30 2. Connection to an existing pressurized Fort Worth Water Distribution System Main 31 that requires a shutdown of some part of the water system 32 a. Measurement 33 1) Measurement for this Item shall be per each connection completed. 34 b. Payment 35 1) The work performed and the materials furnished in accordance with this 36 Item shall be paid for at the unit price bid per each "Connection to Existing 37 Water Main" installed for: 38 a) Various sizes of existing water distribution main 39 c. The price bid shall include all aspects of making the connection including, but 40 not limited to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331225-2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1 1) Preparing submittals 2 2) Dewatering 3 3) Exploratory excavation (as needed) 4 4) Coordination and notification 5 5) Remobilization 6 6) Temporary lighting 7 7) Polyethylene encasement 8 8) Make-up pieces 9 9) Linings 10 10) Pavement removal 11 11) Excavation 12 12) Hauling 13 13) Disposal of excess material 14 14) Clean-up 15 15) Cleaning 16 16) Disinfection 17 17) Testing 18 3. Connection to an existing pressurized Fort Worth Water Distribution System Main 19 by Tapping Sleeve and Valve: 20 a. Measurement 21 1) Measurement for this Item shall be per each connection completed. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item shall be paid for at the unit price bid per each "Tapping Sleeve and 25 Valve" installed for: 26 a) Various sizes of connecting main 27 b) Various sizes of existing water distribution main 28 c. The price bid shall include all aspects of making the connection including, but 29 not limited to: 30 1) Preparing submittals 31 2) Dewatering 32 3) Exploratory excavation (as needed) 33 4) Coordination and notification 34 5) Tapping Sleeve and Tapping Valve 35 6) Remobilization 36 7) Temporary lighting 37 8) Polyethylene encasement 38 9) Make-up pieces 39 10) Linings 40 11) Pavement removal 41 12) Excavation 42 13) Hauling 43 14) Disposal of excess material 44 15) Clean-up 45 16) Cleaning 46 17) Disinfection 47 18) Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 331225-3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. American Society of Mechanical Engineers (ASME): 7 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 8 3. ASTM International (ASTM): 9 a. A36, Standard Specification for Carbon Structural Steel. 10 b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 11 c. A283, Standard Specification for Low and Intermediate Tensile Strength 12 Carbon Steel Plates. 13 d. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- 14 and Intermediate -Tensile Strength. 15 e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 16 f. D2000, Standard Classification System for Rubber Products in Automotive 17 Applications. 18 4. American Water Works Association (AWWA): 19 a. C200, Steel Water Pipe - 6 IN and Larger. 20 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. 21 c. C213, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel 22 Water Pipelines. 23 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 24 5. American Water Works Association/American National Standards Institute 25 (AWWA/ANSI): 26 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 27 b. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 28 Fittings. 29 6. NSF International (NSF): 30 a. 61, Drinking Water System Components —Health Effects. 31 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 32 (MSS): 33 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Pre -installation Meetings 36 1. Required for any connections to an existing, pressurized 16-inch or larger City 37 water distribution system main that requires a shutdown of some part of the water 38 system 39 2. May also be required for connections that involve shutting water service off to 40 certain critical businesses 41 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to proposed time 42 for the work to occur. 43 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name) [Insert Project Nmnber) 33 12 25 - 4 CONNECTION TO EXISTING WATER MAINS Page4of8 1 5. Review work procedures as submitted and any adjustments made for current field 2 conditions. 3 6. Verify that all valves and plugs to be used have adequate thrust restraint or 4 blocking. 5 7. Schedule a test shutdown with the City. 6 8. Schedule the date for the connection to the existing system. 7 B. Scheduling 8 1. Schedule work to make all connections to existing 16-inch and larger mains: 9 a. During the period from November through April, unless otherwise approved by 10 the City 11 b. During normal business hours from Monday through Friday, unless otherwise 12 approved by the City 13 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to 14 planned disruption to the existing water system. 15 a. In the event that other water system activities do not allow the existing main to 16 be dewatered at the requested time, schedule work to allow the connection at an 17 alternate time acceptable to the City. 18 1) If water main cannot be taken out of service at the originally requested 19 time, coordination will be required with the City to discuss rescheduling 20 and compensation for mobilization. 21 2) No additional payment will be provided if the schedule was altered at the 22 Contractor's request. 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 26 fabrication for specials. 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 28 A. Product Data, if applicable 29 1. Tapping Sleeve noting the pressure rating and coating system supplied including: 30 a. Dimensions, weights, material list, and detailed drawings 31 b. Maximum torque recommended by the manufacturer for the valve by size 32 B. Submittals 33 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 34 by City that includes: 35 a. Results of exploratory excavation 36 b. Dewatering 37 c. Procedure for connecting to the existing water main 38 d. Time period for completing work from when the water is shut down to when 39 the main is back in service 40 e. Testing and repressurization procedures 41 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 42 must be certified and provide Welding Certificates, upon request, in accordance 43 with AWWA C200. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Inseil Project Number] 331225-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage and Handling Requirements 6 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 7 from the time of shipment until installation is completed. 8 2. Protect all equipment and parts against any damage during a prolonged period at the 9 site. 10 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 11 built and securely bolted thereto. 12 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 13 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and 14 extremes in temperature. 15 6. Secure and maintain a location to store the material in accordance with Section 01 16 66 00. 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 A. Manufacturer Warranty 20 1. Manufacturer's warranty shall be in accordance with Division 1. 21 PART 2 - PRODUCTS 22 2.1 OWNER -FURNISHED tog] OWNER -SUPPLIED PRODUCTS [NOT USED] 23 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 24 A. Manufacturers 25 1. Only the manufacturers as listed by the City's Standard Products List will be 26 considered as shown in Section 01 60 00. 27 a. The manufacturer must comply with this Specification and related Sections. 28 2. Any product that is not listed on the Standard Products List is considered a 29 substitution and shall be submitted in accordance with Section 01 25 00. 30 B. Description 31 1. Regulatory Requirements 32 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of 33 this Specification. 34 b. All valve components in contact with potable water shall conform to the 35 requirements of NSF 61. 36 C. Tapping Sleeve Materials 37 1. Body CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name) [Insert Project Number] 331225-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 1 a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM 2 A36 Steel or equal 3 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion 4 applied per AWWA C213. 5 c. All buried tapping sleeves shall be provided with polyethylene encasement in 6 accordance with AWWA/ANSI C105/A21.5. 7 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 8 2. Flange 9 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 10 B16.1 Class 125. 11 b. Recessed for tapping valve per MSS SP-60 12 3. Bolts and Nuts 13 a. Flanged Ends 14 1) Meet requirements of AWWA C207. 15 2) Provide AISI 304 Stainless Steel bolts and AISI 316 Stainless Steel nuts. 16 a) Spray bolts and nuts with anti -seize compound. 17 4. Gaskets 18 a. Nitrile Butadiene Rubber (NBR, Buna-N) per ASTM D2000 19 b. Bonded into cavity for internal and external retention 20 c. Temperature range: -20 degrees F to +180 degrees F 21 d. Suitable for water, oil, mild acids, bases, and most (aliphatic) hydrocarbon 22 fluids 23 5. Test Plug 24 a. %-inch NPT carbon steel with square head and fusion bonded epoxy coating 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION 30 A. Verification of Conditions 31 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 32 in the Drawings and that the location is suitable for a connection to the existing 33 water main. 34 a. Excavate and backfill trench for the exploratory excavation in accordance with 35 33 05 10. 36 2. Verify that all equipment and materials are available on —site prior to the shutdown 37 of the existing main. 38 3. Pipe lines shall be completed, tested and authorized for connection to the existing 39 system in accordance with Section 33 04 40. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 331225-7 CONNECTION TO EXISTING WATER MAINS Page 7 of 8 1 3.3 PREPARATION [NOT USED] 2 3.4 INSTALLATION 3 A. General 4 1. Upon disruption of the existing water main, continue work until the connection is 5 complete and the existing water main is back in service. 6 B. Procedure 7 1. Expose the proposed connection point in accordance with Section 33 05 10. 8 2. Dewater the existing water line so the chlorinated water is not unlawfully 9 discharged. 10 3. Maintain the water that may bleed by existing valves or plugs during installation 11 within the work area to a reasonable level. 12 a. Control the water in such a way that it does not interfere with the proper 13 installation of the connection or create a discharge of chlorinated water. 14 4. If a fish kill occurs associated with the construction activities: 15 a. Immediately alter activities to prevent further fish kills. 16 b. Immediately notify Water Department. 17 c. Collect and classify fish in accordance with TCEQ requirements. 18 d. Coordinate with City to properly notify TCEQ. 19 e. Be responsible for fines assessed. 20 5. Cut and remove existing water main in order to make the connection. 21 6. Verify that the existing pipe line is suitable for the proposed connection. 22 7. Place trench foundation and bedding in accordance with 33 05 10. 23 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 24 water main shall be submitted to the City. 25 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 26 10. Establish thrust restraint as provided for in the Drawings. 27 11. Clean and disinfect the pipeline associated with the connection in accordance with 28 Section 33 04 40. 29 12. Place embedment to the top of the pipe zone. 30 13. Request that the City Valve Crew re -pressurize the pipeline. 31 14. Directionally flush the connection in accordance with Section 33 04 40. 32 15. Request that City Valve Crew open all remaining valves. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331225-8 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 I 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 DATE Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331210-1 WATER SERVICES 1-INCH TO 2-INCH Pagel of 13 1 SECTION 33 12 10 2 WATER SERVICES 1-INCH TO 2-INCH 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 1-inch to 2-inch water service lines from the water main to the right-of-way, fittings 7 and water meter boxes complete in place, as shown on the Drawings, directed by 8 the Engineer, and specified herein for: 9 a. New Water Service 10 b. New Water Service (Bored) 11 c. Water Meter Service Relocate 12 d. Private Water Service 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Products Installed but not Furnished Under this Section 16 1. Water meters for various sizes 17 D. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 — General Requirements 20 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 21 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 5. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. New Water Service 26 a. Measurement 27 1) Measurement for this Item shall be per each New Service complete in place 28 from the tap of the main to the installation of the meter box and associated 29 appurtenances where the service line is installed by open cut construction. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the unit price bid per each "New Water Service" installed 33 for: 34 a) Various sizes 35 c. The price bid shall include: 36 1) Furnishing and installing New Service Line as specified by the Drawings 37 2) Submitting product data 38 3) Tapping saddle 39 4) Corporation stop 40 5) Curb stop 41 6) Fittings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name) [Insert Project Number] 331210-2 WATER SERVICES 1-INCH TO 2-INCH Page 2 of 13 1 7) Service line installed by open cut 2 8) Connection to meter 3 9) Connection to existing service 4 10) Pavement removal 5 11) Excavation 6 12) Hauling 7 13) Disposal of excess material 8 14) Clean-up 9 15) Disinfection 10 16) Testing 11 2. New Water Service, Bored 12 a. Measurement 13 1) Measurement for this Item shall be per each New Service complete in place 14 from the tap of the main to the installation of the meter box and associated 15 appurtenances where the service line is installed by trenchless method. 16 b. Payment 17 1) The work performed and materials furnished in accordance with this Item 18 will be paid for at the unit price bid per each "New Water Service, Bored" 19 installed for: 20 a) Various sizes 21 c. The price bid shall include: 22 1) Submitting product data 23 2) Tapping saddle 24 3) Corporation stop 25 4) Curb stop 26 5) Fittings 27 6) Service line installed by trenchless method 28 7) Connection to meter 29 8) Connection to existing service 30 9) Pavement removal 31 10) Excavation 32 11) Hauling 33 12) Disposal of excess material 34 13) Clean-up 35 14) Disinfection 36 15) Testing 37 3. Water Meter Service Relocate 38 a. Measurement 39 1) Measurement for this Item shall be per each Water Meter Service Relocate 40 complete in place from public service line connection to private service line 41 connection. 42 b. Payment 43 1) The work performed in conjunction with relocation of the meter, associated 44 service line, fittings and meter box 5 feet or less in any direction from 45 centerline of existing meter location and the materials furnished in 46 accordance with this Item will be paid for at the unit price bid per each 47 "Water Meter Service Relocate" installed for: 48 a) Various size of services 49 c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 33 12 10 - 3 WATER SERVICES I -INCH TO 2-INCH Page 3 of 13 1 1) Service line 2 2) Fittings 3 3) Connection to service line 4 4) Pavement removal 5 5) Excavation 6 6) Hauling 7 7) Disposal of excess material 8 8) Clean-up 9 9) Cleaning 10 4. Private Service 11 a. Measurement 12 1) Measurement for this Item shall be per linear foot of Private Service 13 relocation complete in place from the meter box to a connection to the 14 existing service line on private property. 15 b. Payment 16 1) The work performed in conjunction with Private Service Line installation 17 where the meter and meter boxes are moved more than 5 feet in any 18 direction from centerline of existing meter location and materials furnished 19 in accordance with the Item and measured as provided under 20 "Measurement" will be paid for at the unit price bid per linear foot of 21 "Private Service" installed for: 22 a) Various sizes of service 23 c. The price bid shall include: 24 1) Submitting product data 25 2) Private Service line 26 3) Fittings 27 4) Connection to existing private service line 28 5) Pavement removal 29 6) Excavation 30 7) Hauling 31 8) Disposal of excess material 32 9) Clean-up 33 10) Cleaning 34 11) Disinfection 35 12) Testing 36 1.3 REFERENCES 37 A. Definitions 38 1. New Service 39 a. Installation of new 1-inch to 2-inch Water Service Line by open cut 40 construction from the water main to the right-of-way, including corporation 41 stop, curb stop, fittings and water meter boxes complete in place, as shown on 42 the Drawings. 43 2. New Service (Bored) 44 a. Installation of new 1-inch to 2-inch Water Service Line by trenchless 45 construction method from the water main to the right-of-way, including 46 corporation stop, curb stop, fittings and water meter boxes complete in place, as 47 shown on the Drawings. 48 3. Meter Service Relocate CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I [Insert Project Name] [Insert Project Number] 33 12 10 - 4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 13 1 a. Relocation and reconnection of the private service line from an existing meter 2 to be abandoned and a new meter installed that lies within 5 feet of the existing 3 meter. 4 4. Private Service 5 a. Relocation and reconnection of private service line on private property where 6 the existing meter to be abandoned and the new meter installed is greater than 5 7 feet of the existing meter. A licensed plumber is required to relocate the private 8 service. 9 B. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. ASTM International (ASTM): 14 a. A48, Standard Specification for Gray Iron Castings. 15 b. A536, Standard Specification for Ductile Iron Castings. 16 c. B88, Standard Specification for Seamless Copper Water Tube. 17 d. B98, Standard Specification for Copper -Silicon Alloy Rod, Bar and Shapes. 18 e. C131, Standard Specification for Resistance to Degradation of Small -Size 19 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. 20 f. C150, Standard Specification for Portland Cement. 21 g. C330, Standard Specification for Lightweight Aggregates for Structural 22 Concrete. 23 h. D883, Standard Terminology Relating to Plastics. 24 3. American Water Works Association (AWWA): 25 a. C700, Cold -Water Meters - Displacement Type, Bronze Main Case. 26 b. C800, Underground Service Line Valves and Fittings. 27 4. NSF International (NSF): 28 a. 61, Drinking Water System Components - Health Effects. 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 A. Scheduling 31 1. Provide advance notice for service interruptions and meet requirements of Division 32 0 and Division 1. 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section 01 33 00. 35 B. All submittals shall be approved by the Engineer or the City prior to delivery. 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Product Data, if applicable: 38 1. Tapping Saddle 39 2. Corporation stop 40 3. Curb Stop 41 4. Service Line 42 5. Meter Box 43 6. Meter Box Lid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331210-5 WATER SERVICES 1-INCH TO 2-INCH Page 5 of 13 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 5 1. Manufacturers 6 a. Water Services shall meet or exceed the latest revisions of AWWA C800 and 7 shall meet or exceed the requirements of this Specification. 8 1.10 DELIVERY, STORAGE, AND HANDLING 9 A. Storage and Handling Requirements 10 1. Protect all parts such that no damage or deterioration will occur during a prolonged 11 delay from the time of shipment until installation is completed and the units and 12 equipment are ready for operation. 13 2. Protect all equipment and parts against any damage during a prolonged period at the 14 site. 15 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or 16 extremes in temperature. 17 4. Secure and maintain a location to store the material in accordance with Section 01 18 66 00. 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER -FURNISHED PRODUCTS 23 A. Water meters for various sizes 24 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 25 A. Manufacturers 26 1. Only the manufacturers as listed on the City's Standard Products List will be 27 considered as shown in Section 01 60 00. 28 a. The manufacturer must comply with this Specification and related Sections. 29 2. Any product that is not listed on the Standard Products List is considered a 30 substitution and shall be submitted in accordance with Section 01 25 00. 31 3. The Water Services and appurtenances shall be new and the product of a 32 manufacturer regularly engaged in the manufacturing of Water Services and 33 appurtenances having similar service and size. 34 B. Description 35 1. Regulatory Requirements 36 a. Water Services shall meet or exceed the latest revisions of AWWA C800 and 37 shall meet or exceed the requirements of this Specification. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 33 12 10-6 WATER SERVICES 1-INCH TO 2-INCH Page 6 of 13 1 b. All Water Services components in contact with potable water shall conform to 2 the requirements of NSF 61. 3 C. Materials/Design Criteria 4 1. Service Lines 5 a. Provide Type K Copper Tubing per ASTM B88. 6 b. Furnish in the annealed conditions, unless otherwise specified in the Contract 7 Documents. 8 2. Service Couplings 9 a. Fitting Ends 10 I) Flared Copper Tubing with thread dimensions per AWWA C800 11 2) Provide coupling nuts with a machined bearing skirt of a length equal to the 12 tubing outer diameter (O.D.). 13 b. Provide with hexagonal wrench grip compatible with the coupling size. 14 3. Corporation stops 15 a. Provide brass castings per AWWA C800 for: 16 1) Bodies 17 2) Plugs 18 3) D washers 19 4) Bottom nuts 20 b. Machining and Finishing of Surfaces 21 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch + 0.007 inch per inch 22 taper of the seating surfaces for the key and body. 23 2) Reduce large end of the tapered surface of the key in diameter by chamfer 24 or turning for a distance that will bring the largest end of the seating surface 25 of the key into the largest diameter of the seating surface of the body. 26 3) Relieve taper seat in the body on the small end. 27 4) Extend small end of the key there -through to prevent the wearing of a 28 shoulder and facilitate proper seating of key. 29 5) Design key, key nut and washer such that if the key nut is tightened to 30 failure point, the stem end of the key shall not fracture. 31 6) Design nut and stem to withstand a turning force on the nut of at least 3 32 times the necessary effort to properly seat the key without failure in any 33 manner. 34 7) Port through corporation stop shall be full size to eliminate turbulence in 35 the flow way. 36 8) Design stop for rotation about the axis of the flow passageway inside the 37 following minimum circles in order to properly clear the tapping machine: 38 a) Two 7/8-inch for 1-inch corporation stops 39 b) Four 15/16-inch for 1 ''A -inch and 2-inch corporation stops 40 4. Curb Stops 41 a. Provide brass castings per AWWA C800. 42 b. Valve plugs shall be: 43 1) Cylinder type 44 2) Plug type, or 45 3) Ball type 46 c. Incorporate full flow porting. 47 d. Provide for full 360 degree plug rotation clockwise or counter -clockwise. 48 e. Overall Length CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [Insert Project Name] [Insert Project Number] 33 12 10 - 7 WATER SERVICES 1-INCH TO 2-INCH Page 7 of 13 1 1) 3-5/16 inch + 1/8 inch for 1-inch diameter 2 2) 4-1/32 inch + 9.32 for 1-inch diameter 3 f. Cylindrical Plug Type 4 1) Provide 0-ring seal at top and bottom. 5 a) 0-ring at top only is acceptable if bottom of curb stop body is closed. 6 2) Seals shall be Buna N. 7 3) 1 0-ring seal shall surround the outlet port of the curb stop and act to 8 effectively seal in the closed position. 9 4) The port in the plug shall provide a straight through, full size flow way, so 10 shaped as to eliminate turbulence. 11 5) All waterways shall be smooth and free of burrs or rough areas. 12 6) Design the curb stop to provide ease and accuracy of operation and positive 13 shut-off of water. 14 g. Tapered Plug Type 15 1) Provide 0-ring seal at top and bottom. 16 2) The tapered plug and cylindrical recess in the valve body shall be machined 17 to match within approved manufacturing tolerances. 18 3) Inlet and outlet ports shall be sealed by 0-rings or combination Teflon U- 19 shaped seal rings backed with 0-rings. 20 4) The port in the plug shall provide a straight through, full size flow way, so 21 shaped as to eliminate turbulence. 22 5) All waterways shall be smooth and free of burrs or rough areas. 23 6) Design the curb stop to provide ease and accuracy of operation and positive 24 shut-off of water. 25 h. Ball Plug Type 26 1) Provide double 0-ring seals on the stem. 27 2) The ball shall seal against rubber rings mounted in the valve body at the 28 inlet and outlet ports. 29 3) The ball shall be bronze with a smooth Teflon coating. 30 4) The port in the plug shall provide a straight through, full size flow way, so 31 shaped as to eliminate turbulence. 32 5) All waterways shall be smooth and free of burrs or rough areas. 33 5. Straight Adapters 34 a. Brass castings and threads per AWWA C800 35 6. Three Part Copper Unions 36 a. Brass castings and threads per AWWA C800 37 7. Straight Meter Couplings 38 a. Brass castings per AWWA C800 39 b. Threads per AWWA C700 40 c. Tailpiece with outside iron pipe thread 41 d. Chamfer corners on threaded end of meter nut. 42 e. Machine inside and outside of tailpiece. 43 8. Branch Connections 44 a. Brass castings per AWWA C800 45 b. Inlet and outlet connections per AWWA C800 46 9. Service Saddles 47 a. Castings 48 1) Brass or Nylon coated ductile iron castings per AWWA C800 49 2) Free of porosity with sharp edges removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 2 33 12 10-8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of 13 3) Fit contour of pipe as follows: Minimum Outside Maximum Outside Nominal Pipe Size Diameter of Pipe Diameter of Pipe (inches) (inches) (inches) 1.50 1.900 2.000 2.00 2.375 2.500 2.25 2.875 3.000 4.00 4.900 5.000 6.00 6.900 7.100 8.00 9.050 9.300 10.00 11.100 11.400 3 4 4) Saddle 5 a) Form to fit firmly against side of maximum diameter of water main 6 with approximately 180 degrees wrap around. 7 5) Outlet 8 a) Design outlet boss for no thread distortion by bending moments. 9 b) Tapped for taper threaded corporation stop conforming to AWWA 10 C800. 11 b. Straps 12 1) Conform to ASTM B98. 13 2) Form flat to fit uniformly against the wall of the water main. 14 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 15 4) Straps shall be threaded 5/8 inch (11-NC-2A) for a distance such that 1/2 16 inch remains after clamp is fully tightened on the pipe. 17 5) Chamfer strap ends to protect the starting threads. 18 6) The threads shall be full and free from shear. 19 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. 20 8) Single straps are allowed for Saddles for pipe 2-inches in diameter and 21 smaller. 22 c. Nuts 23 1) Bronze material 24 a) Same material as straps 25 2) Dimensions equal to or larger than heavy hexagon nuts 26 3) Tapped 5/8 inch (11-NC-2B) 27 d. Gaskets 28 1) Neoprene rubber material 29 2) Cemented to saddle and positioned to facilitate installation 30 10. Brass Flanged Angle Valve 31 a. For 1 1/2-inch and 2-inch services 32 b. Brass castings per AWWA C800 33 c. Valve Body with integral outlet flange and inlet wrenching flat 34 d. Fit together key and body by turning key and reaming body 35 1) Key with 0-ring seal seat at the upper end 36 2) Lap key and body seat are to conform to corporation stop requirements of 37 this Specification. 38 3) The outlet flange shall contain an 0-ring seat or a uniform flat drop -in 39 flange gasket surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 331210-9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 13 1 4) Drop -in flange gasket surface shall contain gasket retaining grooves milled 2 circular about the axis of the flange. 3 5) The size of the outlet flange and the diameter and spacing of the bolt holes 4 shall conform to AWWA C700. 5 6) The flange on 2-inch angle valves shall be double drilled to permit 6 connection to 1 1/2 -inch meters. 7 7) The inlet port of the valve shall be tapered to conform to AWWA C800 8 taper pipe thread. 9 8) The key cap shall include a wrenching tee marked with a raised or recessed 10 arrow to show whether the valve is open or closed. 11 9) Valve Assembly (main body, key, key cap) 12 a) Brass material per AWWA C800 13 b) 0-ring seal on the top of the key between the key and body seat 14 c) Key cap shall complete the assembly by attaching to the key by means 15 of a strong bronze pin with phosphor bronze spring washer(s) 16 depressed between the key cap and the top of the valve main body. 17 d) Provide with padlock wings for locking the valve in the closed position. 18 e) There shall be a uniform application of cold water valve grease 19 between the body and the key. 20 f) The valve shall be capable of being easily opened and stopping lugs. 21 g) The waterway through the valve shall be smooth and rounded for 22 minimum pressure loss, and shall be free of burrs or fins. 23 h) The valve shall be strong, well designed, neat in appearance, water- 24 tight and entirely adequate for the intended purpose. 25 i) Provide with either a high quality rubber drop -in gasket or an 0-ring 26 seal depending on the manufacturer's flange seal surface design choice. 27 11. Meter Boxes shall: 28 a. Be constructed of: 29 1) Linear Medium Density Polyethylene (LMDPE) as defined in 30 ASTM D883, as follows: 31 a) Not allowed to be located within driveways 32 b) Minimum wall thickness of 0.500 inches 33 c) Black exterior to provide UV protection 34 d) Exterior free from seams or parting lines 35 e) Smooth edges and corners and be free from sharp edges so the unit can 36 be handled safely without gloves. 37 2) Concrete 38 a) Frame of No. 6 gauge wire welded closed 39 b) Type I or Type II Portland cement, in accordance with ASTM C150, 40 portioned with lightweight aggregate, in accordance with ASTM C330 41 (1) Percentage of wear not to exceed 40 per ASTM C 131 42 (2) Minimum 28 day compressive strength of 3,000 psi 43 b. Be able to withstand a minimum 15,000 pounds vertical load 44 c. Withstand a minimum 400 pounds sidewall load. 45 d. Class A Standard Meter Box 46 1) For use with services utilizing 5/8-inch x 3/-inch, 3/-inch or 1-inch meter 47 2) Size 48 a) 11-inch x 18-inch Box, 12 inches high 49 e. Class B Standard Meter Box 50 1) For use with services utilizing 1-1/2-inch or 2-inch meter CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [insert Project Name] [Insert Project Number] 331210 -10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 13 1 2) Size 2 a) 15.25-inch x 27-inch Box, 12 inches high 3 f. Class C Standard Meter Box 4 1) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch meters 5 2) Size 6 a) 1 8-inch x 16-inch Box, 12 inches high 7 12. Meter Box Lid 8 a. Cast Iron or Ductile Iron 9 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 10 2) Shall withstand a minimum vertical load of 15,000 pounds 11 3) Coat castings with a bituminous emulsified asphalt unless otherwise 12 specified in the Contract Documents, ground smooth, and cleaned with shot 13 blasting, to get a uniform quality free from strength defects and distortions. 14 4) Dimensions shall be within industry standards of±1/16 inch per foot. 15 5) All castings will bear the Manufacturer's IS (name or logo) and Country of 16 Origin. 17 6) Casting weights may vary ±5 percent from drawing weight per industry 18 standards. 19 b. Plastic 20 1) Plastic meter lids not allowed to be installed within driveways. 21 2) The lid shall: 22 a) Be modified polyethylene material with ultraviolet protection 23 b) Seat securely and evenly inside the Meter Box and shall not overlap the 24 top edge of the Meter Box 25 c) Have a grid pattern for skid resistance 26 d) Be solid through and rated for traffic loads 27 e) Include 1/2-inch rebar segments which can be utilized for location 28 purposes 29 13. Horizontal Check Valve 30 a. Equip 1 1/2-inch and 2-inch Water Services with a horizontal check valve, with 31 pipe plug, only if specified in the Drawings. 32 b. If an existing backflow preventer is present, the Contractor is to leave it, and is 33 not required to provide an additional horizontal check valve. 34 14. Service Marker 35 a. 3 inch wide, 5 mil blue vinyl tape 36 2.3 ACCESSORIES [NOT USED] 37 2.4 SOURCE QUALITY CONTROL 38 A. Tests and Inspections 39 1. At the City's option, the manufacturer shall be required to provide certification 40 records showing confonnance of materials, design and testing to these 41 Specifications. 42 2. The test procedures shall conform to AWWA C800. 43 a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the 44 test shall be at the expense of the supplier. 45 b. Proof testing of the remainder of the valves shall be at the cost and 46 responsibility of the supplier. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 331210 -11 WATER SERVICES 1-INCH TO2-INCH Page I 1 of 13 I c. These tests will be the basis of acceptance or rejection of the remainder of the 2 shipment by the City. 3 3. The City reserves the right to select products at random for testing. The failure of 4 materials to conform to the applicable Specification may result in the rejection of 5 the entire shipment. 6 B. Marking 7 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon 8 showing: 9 a. Manufacturer's name 10 b. Type 11 c. Size of Pipe 12 PART 3 - EXECUTION 13 3.1 INSTALLERS 14 A. A licensed plumber is required for installations on the outlet side of the service meter. 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 INSTALLATION 18 A. General 19 1. Install Water Services and appurtenances in accordance with AWWA C800. 20 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 21 feet or wider, or where shown on Drawings. 22 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless 23 otherwise shown on the Drawings. 24 4. Install services at a minimum depth of 36 inches below final grade/proposed top of 25 curb, unless otherwise specified in the Contract Documents. 26 5. Perform leak tests in accordance with Section 33 04 40. 27 6. Replace existing %-inch Service Lines with 1-inch new Service Line, tap, and 28 corporation. 29 7. Install replaced or relocated services with the service main tap and service line 30 being in line with the service meter, unless otherwise directed by the City. 31 8. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 32 B. Handling 33 1. Haul and distribute Service Lines fittings at the project site and handle with care to 34 avoid damage. 35 a. Inspect each segment of Service Line and reject or repair any damaged pipe 36 prior to lowering into the trench. 37 b. Do not handle the pipe in such a way that will damage the pipe. 38 2. At the close of each operating day: 39 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 40 the laying operation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number] 33 12 10 - 12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 13 1 b. Effectively seal the open end of the pipe using a gasketed night cap. 2 C. Service Line Installation 3 1. Service Taps 4 a. Only ductile iron pipe may be directly tapped. 5 b. Install service taps and/or tap assemblies of the specified size as indicated on 6 the Drawings, or as specified by the Engineer. 7 c. Perform taps on a water system that is either uncharged or under pressure. 8 d. Taps consist of: 9 1) For Concrete Pressure Pipe or Steel Pipe 10 a) Standard internal pipe threaded holes in the pipe walls I 1 (1) Made during pipe fabrication 12 (2) Provide tapered threaded outlet with nylon sleeved inserts for up to 13 2-inch. 14 (3) Provide flange outlet with flange to thread insulator adaptor kits for 15 4-inch and larger taps. 16 2) Other pipe materials 17 a) Bronze service clamp with a sealed, threaded port through which the 18 pipe wall is drilled to complete a service port 19 e. Tap Assemblies 20 1) Consist of corporation stop with iron to copper connection attached to: 21 a) Copper tubing terminating as shown on the City's Standard Detail 22 b) May be required adjacent to gate valves 23 c) Install as shown on the Drawings, or as directed by the Engineer. 24 d) When required, shall be included in the unit price bid for installing gate 25 valve. 26 2) Chlorination and testing purposes 27 a) No separate payment will be made for taps required for testing and 28 - chlorination. 29 2. Installation of Water Services 30 a. Install tap and Service Line in accordance with City Details. 31 b. Install meter box in accordance with City Details. 32 1) Adjustment of the Service Line to proper meter placement height shall be 33 considered as part of the Meter Box installation. 34 3. Trenching 35 a. Provide a trench width sufficiently wide to allow for 2 inches of granular 36 embedment on either side of the Service Line. 37 4. Bored Services 38 a. Services shall be bored utilizing a pilot hole having a diameter'h inch to 3/ 39 inches larger than the Service Line. 40 5. Arrangement 41 a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and 42 other associate appurtenances as shown in the City Detail, and to the approval 43 of the Engineer. 44 6. Service Marker 45 a. When Meter Box is not installed immediately subsequent to service installation: 46 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the 47 service and extending through the backfill approximately 6 inches above 48 ground at the Meter Box location. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331210-13 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 13 I b. Installation of service taps only: 2 1) Attach service marker tape to the corporation stop or plug and extend 3 upward and normal to the main through the backfill at the adjacent trench 4 edge to at least 6 inches above ground to flag the tap location. 5 6 7. Corporation stops a. Fully open corporation stop prior to backfill. 7 D. Removal of Existing Water Meters 8 1. Remove, tag and collect existing Water Service meter for pickup by the City for 9 reconditioning or replacement. 10 2. After installation of the Water Service in the proposed location and receipt of a 11 meter from the City inspector, install the meter. 12 3. Reset the meter box as necessary to be flush with existing ground or as otherwise 13 directed by the City. 14 4. All such work on the outlet side of the service meter shall be performed by a 15 licensed plumber. 16 3.5 REPAIR / RESTORATION [NOT USED] 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 FIELD [oR] SITE QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Check each Water Service installation for leaks and full flow through the curb stop 21 at the time the main is tested in accordance with Section 33 04 40. 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES [NOT USED] 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 31 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 33 12 40 FIRE HYDRANTS 33 12 40 - I DRY -BARREL FIRE HYDRANTS Page 1 of 7 5 A. Section Includes: 6 1. Dry -barrel fire hydrants with 51/4-inch main valve for use with potable water mains 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 3. Specification 33 05 10 — Utility Trench Excavation, Embedment and Backfill 13 4. Specification 33 04 40 — Cleaning and Acceptance Testing of Water Mains 14 5. Specification 33 11 10 — Ductile Iron Pipe 15 6. Specification 33 11 11 — Ductile Iron Fittings 16 7. Specification 33 11 14 — Buried Steel Pipe and Fittings 17 8. Specification 33 12 20 — Resilient Seated Gate Valves 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Fire Hydrant and Extension 22 1) Measurement for this item shall be by the each hydrant, complete in place. 23 2. Payment 24 a. The work performed and materials furnished in accordance with this Item and 25 measured under "Measurement" will be paid for at the unit prices bid per each 26 "Fire Hydrant" installed. 27 3. The price bid shall include: 28 a. Furnishing and installing Fire Hydrants with appurtenances as specified in the 29 Drawings 30 b. Dry -Barrel Fire Hydrant assembly from base to operating nut 31 c. Extension barrel and stem 32 d. Pavement Removal 33 e. Excavation 34 f. Freight, loading, unloading and handling 35 g. Disposal of excess material 36 h. Furnish, placement and compaction of embedment 37 i. Furnish, placement and compaction of backfill 38 j. Blocking, Braces and Rest 39 k. Clean up 40 1. Disinfection CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 12 40 -2 DRY -BARREL FIRE HYDRANTS Page 2 of 7 1 m. Testing 2 1.3 REFERENCES 3 A. Definitions 4 1. Base: The lateral connection to the fire hydrant lead; also called a shoe 5 B. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. American Water Works Association (AWWA): 10 a. C502, Dry -Barrel Fire Hydrants 11 b. Manual of Water Supply Practices M17 (AWWA Manual M17) — Installation, 12 Field Testing, and Maintenance of Fire Hydrants 13 3. NSF International 14 a. 61, Drinking Water System Components — Health Effects 15 4. National Fire Protection Association (NFPA) 16 a. 1963, Standard for Fire Hose Connections 17 5. Underwriters Laboratories, Inc. (UL) 18 a. 246, Hydrants for Fire -Protection Service 19 6. Factory Mutual (FM) 20 a. Class Number 1510, Approval Standard for Fire Hydrant (Dry Barrel Type) for 21 Private Fire Service 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the Engineer or the City prior to construction. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Product Data 28 1. Dry -Barrel Fire Hydrant stating: 29 a. Main valve opening size 30 b. Nozzle arrangement and sizes 31 c. Operating nut size 32 d. Operating nut operating direction 33 e. Working pressure rating 34 f. Component assembly and materials 35 g. Coatings and Finishes 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE 39 A. Qualifications 40 1. Manufacturers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [lnseii Project Number] 331240-3 DRY -BARREL FIRE HYDRANTS Page 3 of 7 1 a. Dry -Barrel Fire Hydrants shall be the product of 1 manufacturer. 2 1) Change orders, specials and field changes may be provided by a different 3 manufacturer upon City approval. 4 5 2. Dry -Barrel Fire Hydrants shall be in conformance with AWWA C502, UL 246 and FM 1510. 6 1.10 DELIVERY, STORAGE, AND HANDLING 7 A. Storage and Handling Requirements 8 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and 9 AWWA Manual M17. 10 2. Protect all parts so that no damage or deterioration will occur during a prolonged 11 delay from the time of shipment until installation is completed and the units and 12 equipment are ready for operation. 13 3. Protect all equipment and parts against any damage during a prolonged period at the 14 site. 15 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 16 strongly built and securely bolted thereto. 17 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 18 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or 19 extremes in temperature. 20 7. Secure and maintain a location to store the material in accordance with Section 01 21 66 00. 22 1.11 FIELD CONDITIONS [NOT USED] 23 1.12 WARRANTY 24 A. Manufacturer Warranty 25 1. Manufacturer's Warranty shall be in accordance with Division 1. 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Manufacturers 30 1. Only the manufacturers as listed on the City's Standard Products List will be 31 considered as shown in Section 01 60 00. 32 a. The manufacturer must comply with this Specification and related Sections. 33 2. Any product that is not listed on the Standard Products List is considered a 34 substitution and shall be submitted in accordance with Section 01 25 00. 35 3. The Dry -Barrel Fire Hydrant shall be new and the product of a manufacturer 36 regularly engaged in the manufacturing of Dry -Barrel Fire Hydrants having similar 37 service and size. 38 B. Description 39 1. Regulatory Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 33 12 40 -4 DRY -BARREL FIRE HYDRANTS Page 4 of 7 1 a. Dry -Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA 2 C502 and shall meet or exceed the requirements of this Specification. 3 b. All Dry -Barrel Fire Hydrant components in contact with potable water shall 4 conform to the requirements of NSF 61. 5 C. Performance / Design Criteria 6 1. Capacities 7 a. Rated working pressure of 250 psi or greater 8 2. Design Criteria 9 a. Operating nut 10 1) Uniformly tapered square nut measuring: 11 a) 1 inch at the base 12 b) 7/8 inch at the top 13 2) Open by turning the operating nut to the right (clockwise) 14 a) Provide operating direction clearly marked with an arrow and the word 15 "OPEN". 16 3) Provide weather shield with operating nut. 17 b. Main Valve 18 1) Minimum 51/4-inch opening 19 2) Compression type 20 a) Opening against pressure 21 b) Closing with pressure 22 c. Nozzles 23 1) `T' shape, 3 nozzle arrangement 24 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 25 a) 2 x 21/,-inch hose nozzles 26 (1) 180 degrees apart 27 b) 41/2-inch pump nozzle 28 d. Hydrant Barrel Configuration 29 1) Upper barrel 30 2) Breakable flange and stem 31 a) To be installed above ground at the connection to the upper barrel 32 3) Extension barrel (if needed) and lower barrel 33 a) Extension barrel and stem 34 (1) Lengthen in 6-inch increments 35 e. Drain Valve 36 1) Non -corrodible material 37 2) Spring operated drain valves are not allowed. 38 D. Function 39 1. Drain Valve 40 a. Drain fire hydrant barrels when main valve is closed. 41 E. Materials 42 1. Furnish materials in accordance with AWWA C502. 43 2. Dry -Barrel Fire Hydrant Assembly 44 a. Internal parts 45 1) Threads 46 a) Provide operating thread designed to avoid metal such as iron or steel 47 threads against iron or steel parts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [insert Project Number] 331240-5 DRY -BARREL FIRE HYDRANTS Page 5 of 7 1 2) Stem 2 a) Stem Nuts 3 (1) Provide bronze stem nuts. 4 (a) Grades per AWWA C502 5 b) Where needed, stem shall be grooved and sealed with 0-rings. 6 3. Provide crushed rock for placement around base conforming to Section 33 05 10. 7 F. Finishes 8 1. Primer Materials 9 a. Furnish primer for Dry -Barrel Fire Hydrants in accordance with AWWA C502. 10 2. Finish Materials 1 1 a. Dry -Barrel Fire Hydrant 12 1) Exterior 13 a) Above grade 14 (1) Furnish exterior coating for above grade Dry -Barrel Fire Hydrant 15 assembly components in accordance with AWWA C502. 16 (2) Silver coating in accordance with City of Fort Worth requirements 17 b) Below grade 18 (1) Furnish exterior coating for below grade Dry -Barrel Fire Hydrant 19 assembly components in accordance with AWWA C502. 20 2) Interior 21 a) Interior coating for Dry -Barrel Fire Hydrants assemblies in accordance 22 with AWWA C502 23 2.3 ACCESSORIES 24 A. Polyethylene Encasement 25 1. Provide polyethylene encasement in accordance with Section 33 11 10. 26 B. Embedment 27 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 28 2.4 SOURCE QUALITY CONTROL 29 A. Tests and Inspections 30 1. Testing and inspection of Dry -Barrel Fire Hydrants in accordance with AWWA 31 C502. 32 B. Markings 33 1. Provide each Dry -Barrel Fire Hydrant marked in accordance with AWWA C502. 34 PART 3 - EXECUTION [NOT USED] 35 3.1 INSTALLERS [NOT USED] 36 3.2 EXAMINATION [NOT USED] 37 3.3 PREPARATION [NOT USED] 38 3.4 INSTALLATION 39 A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 331240-6 DRY -BARREL FIRE HYDRANTS Page 6 of 7 1 1. Install in accordance with AWWA Manual of Water Supply Practice M17, 2 manufacturer's recommendations and as shown on the Drawings. 3 2. Provide vertical installation with braces, rest and blocking in accordance with City 4 Standard Details. 5 3. Excavate and backfill trenches in accordance with 33 05 10. 6 4. Embed Dry -Barrel Fire Hydrant assemblies in accordance with 33 05 10. 7 a. At the location of the weep holes, wrap barrel with polyethylene encasement 8 and crushed rock with filter fabric to prevent dirt and debris from entering the 9 fire hydrant. 10 5. Polyethylene encasement installation shall be in accordance with the applicable 11 portion of Section 33 11 10. 12 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated 13 in the Drawings. 14 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in 15 accordance with AWWA Manual of Water Supply Practice M17, to allow drain 16 outlets to operate. 17 a. The crushed rock should extend 6 inches above the drain outlets and a 18 minimum of 1 foot on all sides of the fire hydrant base. 19 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. 20 a. Cover is measured from the invert at the fire hydrant base, vertical to ground 21 elevation. 22 b. Fittings may be used along fire lead line to ensure minimum and maximum 23 cover requirements are met. 24 3.5 REPAIR / RESTORATION [NOT USED] 25 3.6 RE -INSTALLATION [NOT USED] 26 3.7 FIELD CONTROL 27 A. Field Inspections 28 1. The Dry -Barrel Fire Hydrant and assembly shall perform as intended with no 29 deformation, leaking or damage of any kind for the pressure ranges indicated. 30 2. City inspector will issue final inspection notice to City staff. 31 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to 32 inspect and operate the hydrant, to ensure that the fire hydrant was installed in 33 accordance with AWWA Manual of Water Supply Practice M17. This includes but 34 is not limited to: 35 a. Operation of Nozzles and operating nut are not obstructed. 36 b. Drain valve is not obstructed or plugged 37 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the 38 water line it's connected to is put in service. 39 B. Non -Conforming Work 40 1. If access and operation of the Dry -Barrel Fire Hydrant or its appurtenances do not 41 meet the criteria of the AWWA Manual of Water Supply Practice M17, the 42 Contractor will remedy the situation criteria, at the Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insect Project Number] 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE 7 3.14 ATTACHMENTS 8 END OF SECTION 9 10 331240-7 DRY -BARREL FIRE HYDRANTS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 333113-1 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 1 of 7 1 SECTION 33 31 13 2 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Fiberglass Reinforced pipe 18-inch and larger for gravity sanitary sewer 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing 15 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 16 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 6. Section 33 05 26 — Utility Markers/Locators 18 7. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measured horizontally along the surface from center line to center line of the 23 manhole, or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price 27 bid per linear foot for "Fiberglass Sewer Pipe" installed for: 28 1) Various sizes 29 2) Various backfills 30 3. The price bid shall include: 31 a. Furnishing and installing Fiberglass gravity pipe with joints as specified by the 32 Drawings 33 b. Mobilization 34 c. Pavement removal 35 d. Excavation 36 e. Hauling 37 f. Disposal of excess material 38 g. Gaskets 39 h. Furnishing, placement and compaction of embedment 40 i. Furnishing, placement and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 31 13 - 2 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 2 of 7 1 j. Clay Dams 2 k. Clean-up 3 1. Cleaning 4 m. Testing 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. ASTM International (ASTM): 11 a. D3236, Standard Test Method for Apparent Viscoscity of Hot Melt Adhesives 12 and Coating Materials. 13 b. D3262, Standard Specification for "Fiberglass" (Glass -Fiber -Reinforced 14 Thermosetting -Resin) Sewer Pipe. 15 c. D3681, Standard Test Method for Chemical Resistance of "Fiberglass" (Glass- 16 Fiber -Reinforced Thermosetting -Resin) Pipe in a Deflected Condition. 17 d. D4161, Standard Specification for "Fiberglass" (Glass -Fiber -Reinforced 18 Thermosetting -Resin) Pipe Joints Using Flexible Elastomeric Seals. 19 e. F477, Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic 20 Pipe. 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Submittals shall be in accordance with Section 01 33 00. 24 B. All submittals shall be approved by the Engineer or the City prior to delivery. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Product Data 27 1. Manufacturer 28 2. Manufacturer Number (identifies factory, location, and date manufactured.) 29 3. Nominal Diameter 30 4. Beam load 31 5. Laying lengths 32 6. ASTM designation 33 B. Shop Drawings 34 1. Pipe details 35 2. Joint details 36 3. Miscellaneous items to be furnished and fabricated for the pipe 37 4. Dimensions 38 5. Tolerances 39 6. Wall thickness 40 7. Properties and strengths 41 8. Pipe calculations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 3331 13-3 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 3 of 7 1 a. Calculations confirming the pipe will handle anticipated loading signed and 2 sealed by a Licensed Professional Engineer in Texas 3 C. Certificates 4 1. Furnish an affidavit certifying that all Fiberglass Reinforced Pipe meets the 5 provisions of this Section and has been tested and meets the requirements of ASTM 6 D3262. 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE 10 A. Qualifications 11 1. Manufacturers 12 a. Finished pipe shall be the product of 1 manufacturer for each size per project. 13 b. Pipe manufacturing operations shall be performed under the control of the 14 manufacturer. 15 c. All pipe furnished shall be in conformance with this specification and ASTM 16 D3262. 17 1.10 DELIVERY, STORAGE, AND HANDLING 18 A. Delivery 19 1. Provide adequate strutting during transport to prevent damage to the pipe, fittings 20 and appurtenances. 21 B. Storage and Handling Requirements 22 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 23 guidelines. 24 2. Secure and maintain a location to store the material in accordance with 25 Section 01 66 00. 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY [NOT USED] 28 PART 2 - PRODUCTS 29 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 30 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 31 A. Manufacturers 32 1. Only the manufacturers as listed in the City's Standard Products List will be 33 considered as shown in Section 01 60 00. 34 a. The manufacturer must comply with this Specification and related Sections. 35 2. Any product that is not listed on the Standard Products List is considered a 36 substitution and shall be submitted in accordance with Section 01 25 00. 37 B. Performance / Design Criteria 38 1. Pipe CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 3331 13-4 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 4 of 7 1 a. Design in accordance with ASTM D3262 2 b. Design pipe for service loads that include: 3 1) External groundwater and earth loads 4 2) Jacking/pushing loads 5 a) The allowable jacking/pushing capacity shall not exceed 40 percent of 6 the ultimate compressive strength or the maximum allowable 7 compressive strength recommended by the manufacturer, whichever is 8 less. 9 3) Traffic loads 10 4) Practical considerations for handling, shipping and other construction 11 operations 12 c. Design is to be conducted under the supervision of a Professional Engineer 13 licensed in the State of Texas, who shall seal and sign the design. 14 d. Standard lay length of 20 feet, except for special fittings or closure pieces 15 necessary to comply with the Drawings. 16 e. Stiffness class that satisfies design requirement on the Drawings, but not less 17 than 46 psi when used in direct bury operations. 18 f. Accommodate vertical alignment changes required because of existing utility or 19 other conflicts by an appropriate change in pipe design depth. 20 g. In no case shall pipe be installed deeper than its design allows. 21 2. Dimensional Tolerances 22 a. Inside diameter 23 1) Pipe shall not vary more than 1/8 inch from the nominal inside diameter. 24 b. Roundness 25 1) The difference between the major and minor outside diameters shall not 26 exceed 0.1 percent of the nominal outside or '/ inch, whichever is less. 27 c. Wall thickness 28 1) Provide minimum single point thickness no less than 98 percent of stated 29 design thickness. 30 d. End Squareness 31 1) Provide pipe ends square to pipe axis with maximum tolerance of 1/8 inch. 32 e. Fittings 33 1) Provide tolerance of angle of elbow and angle between main and leg of wye 34 or tee to ±2 degrees. 35 2) Provide tolerance of laying length of fitting to ±2 inches. 36 C. Materials 37 1. Resin Systems 38 a. Only use polyester resin system with proven history of performance in this 39 particular application. 40 2. Glass Reinforcements 41 a. Use reinforcing glass fibers of highest quality commercial grade E-glass 42 filaments with binder and sizing compatible with impregnated resins to 43 manufacture components. 44 3. Fillers 45 a. Silica sand or other suitable materials may be used. 46 b. Use 98 percent silica with maximum moisture contest of 0.2 percent. 47 4. Additives CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 31 13 - 5 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 5 of 7 1 a. Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic 2 agents, etc., when used, shall not detrimentally affect the performance of the 3 product. 4 5. Internal liner resin 5 a. Suitable for service as sewer pipe 6 b. Highly resistant to exposure to sulfuric acid 7 c. Produced by biological activity from hydrogen sulfide gases 8 d. Meet or exceed requirements of ASTM D3681 9 6. Gaskets 10 a. Supply from approved gasket manufacturer in accordance with ASTM F477 11 and suitable for service intended. 12 b. Affix gaskets to pipe by means of suitable adhesive or install in a manner so as 13 to prevent gasket from rolling out of pre-cut groove in pipe or sleeve coupling. 14 c. Provide the following gaskets in potentially contaminated areas. 15 1) Petroleum (diesel, gasoline) — Viton 16 2) Other contaminants — Manufacturer recommendation 17 7. Couplings 18 a. Field connect pipe with fiberglass sleeve couplings that utilize elastomeric 19 sealing gaskets as sole means to maintain joint water tightness. 20 8. Joints 21 a. Joints must meet requirements of ASTM D4161. 22 9. Pipe markings shall meet the minimum requirements of ASTM D3236. Minimum 23 pipe markings shall be as follows: 24 a. Manufacturer 25 b. Manufacturer Number (identifies factory, location, date manufactured, shift 26 and sequence) 27 c. Nominal diameter 28 d. Beam load 29 e. Laying length 30 f. ASTM designation 31 10. Connections 32 a. Use only manufactured fittings. 33 b. See Section 33 31 50. 34 11. Detectable Metallic Tape 35 a. See Section 33 05 26. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 31 13 - 6 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 6 of 7 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 10 Section 33 05 10 and in accordance with the pipe manufacturer's recommendations. 11 2. Lay pipe to the lines and grades as indicated in the Drawings. 12 3. Excavate and backfill trenches in accordance with Section 33 05 10. 13 4. Embed pipe in accordance with Section 33 05 10. 14 5. For installation of carrier pipe within casing, see Section 33 05 24. 15 B. Pipe Handling 16 1. Haul and distribute pipe and fittings at the project site. 17 2. Handle piping with care to avoid damage. 18 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 19 lowering into the trench. 20 b. Use only nylon ropes, slings or other lifting devices that will not damage the 21 surface of the pipe for handling pipe. 22 3. At the close of each operating day: 23 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 24 the laying operation. 25 b. Effectively seal the open end of the pipe using a gasketed night cap. 26 C. Pipe Joint Installation 27 a. Clean dirt and foreign material from the gasketed socket and the spigot end. 28 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell 29 end to the reference mark. 30 c. Install such that identification marking on each joint are oriented upward 31 toward the trench opening. 32 d. When making connection to manhole, use an elastomeric seal or flexible boot 33 to facilitate a seal. 34 D. Connection Installation 35 1. See Section 33 31 50. 36 E. Detectable Metallic Tape Installation 37 1. See Section 33 05 26. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 3331 13-7 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 7 of 7 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [oR] SITE QUALITY CONTROL 4 A. Field Tests and Inspections 5 1. Closed Circuit Television (CCTV) Inspection 6 a. Provide a CCTV inspection in accordance with Section 33 01 31. 7 2. Air Test and Deflection (Mandrel) Test 8 a. Perform test in accordance with Section 33 01 30. 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 17 18 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 333120-1 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page I of6 SECTION 33 31 20 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride (PVC) pipe 4-inch through 27-inch for gravity sanitary sewer 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing 15 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 16 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 6. Section 33 05 26 — Utility Markers/Locators 18 7. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1 Measurement 22 a. Measured horizontally along the surface from center line to center line of the 23 manhole or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price bid 27 per linear foot of "PVC Pipe" installed for: 28 1) Various sizes 29 2) Various Standard Dimension Ratios 30 3) Various embedments 31 4) Various depths, for miscellaneous projects only 32 3. The price bid shall include: 33 a. Furnishing and installing PVC gravity pipe with joints as specified by the 34 Drawings 35 b. Pavement removal 36 c. Excavation 37 d. Hauling 38 e. Disposal of excess material 39 f. Furnishing, placement and compaction of embedment 40 g. Furnishing, placement and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [Insert Project Name] [Insert Project Number] 333120-2 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 2 of 6 1 h. Clay Dams 2 i. Clean-up 3 j. Cleaning 4 k. Testing 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. American Association of State Highway and Transportation (AASHTO). 11 3. ASTM International (ASTM): 12 a. D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) 13 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 14 b. D2412, Standard Test Method for Determination of External Loading 15 Characteristics of Plastic Pipe by Parallel -Plate Loading. 16 c. D3034, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) 17 Sewer Pipe and Fittings. 18 d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes 19 Using Flexible Elastomeric Seals. 20 e. F679, Standard Specification for Poly (Vinyl Chloride) (PVC) Large -Diameter 21 Plastic Gravity Sewer Pipe and Fittings. 22 4. Texas Commission on Environmental Quality (TCEQ): 23 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.53 — Pipe Design. 24 b. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying 25 Pipe. 26 c. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.57 — Testing 27 Requirements for Installation of Gravity Collection System Pipes. 28 5. Underwriters Laboratories, Inc. (UL). 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the Engineer or the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Product data sheet 36 2. Manufacturer 37 3. Nominal pipe diameter 38 4. Standard dimension ratio (SDR) 39 5. Cell classification 40 6. Laying lengths 41 B. Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 3 333120-3 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 3 of 6 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of this Section and has been air and deflection tested and meets the requirements of ASTM D3034 and ASTM F679. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Qualifications 8 1. Manufacturers 9 a. Finished pipe shall be the product of 1 manufacturer for each size per project, 10 unless otherwise approved by the City. 11 1) Change orders, specials and field changes may be provided by a different 12 manufacturer upon City approval. 13 b. Pipe manufacturing operations shall be performed under the control of the 14 manufacturer. 15 c. All pipe furnished shall be in conformance with ASTM D3034 (4-inch through 16 15-inch) and ASTM F679 (18-inch through 27-inch). 17 1.10 DELIVERY, STORAGE, AND HANDLING 18 A. Storage and Handling Requirements 19 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 20 guidelines. 21 2. Secure and maintain a location to store the material in accordance with 22 Section 01 66 00. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED [on] OWNER-SUPPLIEDPRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed in the City's Standard Products List will be 30 considered as shown in Section 01 60 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 01 25 00. 34 B. Performance / Design Criteria 35 1. Pipe 36 a. Meet all requirements of TCEQ. 37 b. Design in accordance with ASTM D3034 for 4-inch through 15-inch SDR 35/26 38 and ASTM F679 for 18-inch through 27-inch 46PS/115PS. 39 c. PVC Gravity Sanitary Sewer Pipe shall be approved by'the UL. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insect Project Number] 333120-4 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 4 of 6 1 d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or 2 closure pieces necessary to comply with the Drawings. 3 e. Use green coloring for ground identification as sanitary sewer pipe. 4 f. PVC meeting the requirements of ASTM D1784, with a cell classification of 5 12454 or 12364 6 g. Deflection Design 7 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 8 2) Design pipe according to the Modified Iowa Formula as detailed by the 9 Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the 10 following parameters: 11 a) Unit Weight of Fill (w) = 130 pounds per cubic foot 12 b) Live Load = AASHTO HS 20 13 c) Trench Depth = 12 feet minimum, or as indicated in Drawings 14 d) Maximum (E') = 1,000 max 15 e) Deflection Lag Factor (DL) = 1.0 16 f) Bedding Factor constant (K) = 0.1 17 g) Mean radius of the pipe (r), inches, as indicated in Drawings 18 h) Marston's load per unit length (W), pounds per inch, calculate per 19 Drawings 20 i) PVC modulus of elasticity (E) = 400,000 psi 21 j) Moment of inertia of pipe wall per unit length, (I) = t3/12, (in4/in), per 22 pipe type and size 23 (1) Where (t) = pipe thickness, inches 24 k) Maximum Calculated Deflection = 5 percent 25 h. Pipe Flotation: If the pipe is buried in common saturated soil (about 120 pounds 26 per cubic foot) with at least 1'h pipe diameters of cover, pipe is generally not 27 subject to flotation. If shallower, check groundwater flotation potential. 28 Flotation will occur if: 29 30 Fb>Wp+Wf+Wd 31 32 Where: Fb = buoyant force, pound per foot 33 Wp = empty pipe weight, pound per foot 34 Wf= weight of flooded soil, pound per foot 35 Wd = weight of dry soil, pound per foot 36 37 Values and foiiiiulas for the above variables can be obtained from the pipe 38 manufacturer and site specific soil conditions. 39 i. Verify trench depths after existing utilities are located. 40 j. Accommodate vertical alignment changes required because of existing utility or 41 other conflicts by an appropriate change in pipe design depth. 42 k. In no case shall pipe be installed deeper than its design allows. 43 2. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance 44 with ASTM D2412. 45 3. Pipe markings 46 a. Meet the minimum requirements of ASTM D3034 and ASTM F679. 47 b. Minimum pipe markings shall be as follows: 48 1) Manufacturer's Name or Trademark and production record 49 2) Nominal pipe size CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 333120-5 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 5 of 6 1 3) PVC cell classification 2 4) ASTM or Standard Dimension Ratio (SDR) designation 3 5) Seal of testing agency that verified the suitability of the pipe 4 4. Joints 5 a. Joints shall be gasket, bell and spigot, push -on type conforming to 6 ASTM D3212. 7 b. Since each pipe manufacturer has a different design for push -on joints; gaskets 8 shall be part of a complete pipe section and purchased as such. 9 5. Connections 10 a. Only use manufactured fittings. 11 b. See Section 33 31 50. 12 6. Detectable Metallic Tape 13 a. See Section 33 05 26. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. General 22 1. Install pipe, specials and appurtenances as specified herein, as specified in Section 23 33 05 10, and in accordance with the pipe manufacturer's recommendations. 24 2. Lay pipe to the lines and grades as indicated in the Drawings. 25 3. Excavate and backfill trenches in accordance with Section 33 05 10. 26 4. Embed PVC pipe in accordance with Section 33 05 10. 27 B. Pipe Handling 28 1. Haul and distribute pipe and fittings at the project site. 29 2. Handle piping with care to avoid damage. 30 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 31 lowering into the trench. 32 b. Use only nylon ropes, slings or other lifting devices that will not damage the 33 surface of the pipe for handling the pipe. 34 3. At the close of each operating day: 35 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 36 the laying operation. 37 b. Effectively seal the open end of the pipe using a gasketed night cap. 38 C. Pipe Joint Installation 39 a. Clean dirt and foreign material from the gasketed socket and the spigot end. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 333120-6 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 6 of 6 1 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell 2 end to the reference mark. 3 c. Install such that identification marking on each joint are oriented upward toward 4 the trench opening. 5 d. When making connection to manhole, use an elastomeric seal or flexible boot to 6 facilitate a seal. 7 D. Connection Installation 8 1. See Section 33 31 50. 9 E. Detectable Metallic Tape Installation 10 1. See Section 33 05 26. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD joR] SITE QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. Video Inspection 16 a. Provide a Post -CCTV inspection in accordance with Section 33 01 31. 17 2. Air Test and Deflection (Mandrel) Test 18 a. Perform in accordance with Section 33 01 30. 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [insert Project Name) [Insert Project Number] 333150-1 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 1 of 9 1 SECTION 33 31 50 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary sewer service connection, service line and 2-way cleanout from the main 7 to the right-of-way, as shown on the Drawings, directed by the Engineer and 8 specified herein for: 9 a. New Service 10 b. New Service (Bored) 11 c. Private Service Relocation 12 d. Service Reinstatement 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Foiiils and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 19 4. Section 33 31 20 — Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. New Service 23 a. Measurement 24 1) Measurement for this Item shall be per each "Sewer Service" complete in 25 place. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 will be paid for at the unit price bid per each "Sewer Service" installed for: 29 a) Various sizes 30 c. The price bid shall include: 31 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 32 the Drawings 33 2) Pavement removal 34 3) Excavation 35 4) Hauling 36 5) Disposal of excess material 37 6) Tee connection to main 38 7) Fittings 39 8) 2-way cleanout 40 9) Furnishing, placing and compaction of embedment 41 10) Furnishing, placing and compaction of backfill 42 11) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I [Insert Project Name] [insert Project Number] 33 31 50 - 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 2 of 9 ] 2. New Ductile Iron Service 2 a. Measurement 3 1) Measurement for this Item shall be per each "DIP Sewer Service" complete 4 in place. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 will be paid for at the unit price bid per each "DIP Sewer Service" installed 8 for: 9 a) Various sizes 10 c. The price bid shall include: 11 1) Furnishing and installing New DIP Sanitary Sewer Service Line as 12 specified by the Drawings 13 2) Pavement removal 14 3) Excavation 15 4) Hauling 16 5) Disposal of excess material 17 6) Tee connection to main 18 7) Fittings 19 8) 2-way cleanout 20 9) Furnishing, placing and compaction of embedment 21 10) Furnishing, placing and compaction of backfill 22 11) Clean-up 23 3. Bored Sewer Service 24 a. Measurement 25 1) Measurement for this Item shall be per each "Bored Sewer Service" 26 complete in place. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" will be paid for at the unit 30 price bid per each "Bored Sewer Service" installed for: 31 a) Various sizes 32 b) Various materials 33 c. The price shall include: 34 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 35 the Drawings 36 2) Pavement removal 37 3) Excavation 38 4) Hauling 39 5) Disposal of excess material 40 6) Tee connection to main 41 7) Service Line 42 8) Fittings 43 9) 2-way cleanout 44 10) Furnishing, placing and compaction of embedment and backfill 45 11) Clean-up 46 4. Deep Sewer Service 47 a. Measurement 48 1) Measurement for this Item shall be per each "Deep Sewer Service" 49 complete in place. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 31 50 - 3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 3 of 9 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" wi 11 be paid for at the unit 4 price bid per each new "Deep Sewer Service" installed for: 5 a) Various sizes 6 b) Various materials 7 c. The price shall include: 8 1) Furnishing and installing Deep Sanitary Sewer Service Line as specified by 9 the Drawings 10 2) Pavement removal 11 3) Excavation 12 4) Hauling 13 5) Disposal of excess material 14 6) Tee connection to main 15 7) Service Line 16 8) Fittings 17 9) 2-way cleanout 18 10) Furnishing, placing and compaction of embedment and backfill 19 11) Clean-up 20 5. Private Service Relocation 21 a. Measurement 22 1) Measured horizontally along the surface from center line to center line of 23 the fitting, manhole or appurtenance 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item and measured as provided under "Measurement" will be paid for at the 27 unit price bid per linear foot for "Sewer Service, Private Relocation" 28 installed for: 29 a) Various sizes 30 b) Various materials 31 c. The price shall include: 32 1) Performing relocation as specified in the Drawings 33 2) Excavation 34 3) Hauling 35 4) Disposal of excess material 36 5) Service Line - private side by plumber 37 6) Fittings 38 7) Furnishing, placing and compaction of embedment 39 8) Furnishing, placing and compaction of backfill 40 9) Clean-up 41 6. 2-way Cleanout 42 a. Measurement 43 1) Measurement for this Item shall be per each when only a "2-way Cleanout" 44 is installed. 45 b. Payment 46 1) The work performed and the materials furnished in accordance with this 47 Item shall be paid for at the unit price bid per each "2-way Cleanout" 48 installed for: 49 a) Various sizes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [insert Project Number] 3331 50-4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of 9 1 b) Various materials 2 c. The price bid shall include: 3 1) Furnishing and installing the 2-way Cleanout as specified in the Drawings 4 2) Pavement removal 5 3) Hauling 6 4) Disposal of excess material 7 5) Furnishing, placing and compaction of backfill 8 6) Clean-up 9 7. Service Reinstatement 10 a. Measurement 11 1) Measurement for this Item shall be per each Reinstatement of Service 12 associated with the sewer main being rehabilitated by a trenchless method. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price bid per each reinstatement of service for: 17 a) Various sizes 18 c. The price bid shall include: 19 1) Tap to existing main (if required) 20 2) Pavement removal 21 3) Excavation 22 4) Hauling 23 5) Disposal of excess material 24 6) Tee connection to main 25 7) Service line (if required) 26 8) Fittings 27 9) Furnishing, placing and compaction of embedment and backfill 28 10) Clean-up 29 1.3 REFERENCES 30 A. Definitions 31 1. New Service 32 a. New service applies to the installation of a service with connection to a new or 33 existing sewer main. 34 b. The service materials would include service line, fittings and cleanout. 35 2. Bored Service 36 a. Bored service applies to the installation of a service with connection to a new or 37 existing sewer main including a bore under an existing road. 38 b. The service materials would include service line, fittings and cleanout. 39 3. Deep Service (See Detail SAN-012) 40 a. Deep service applies to the installation of a service to a new or existing sewer 41 main where a difference of at least 15 feet exists between the finished grade and 42 the top of the sewer main. 43 b. The service materials would include service line, fittings and cleanout. 44 4. Private Service Relocation 45 a. Private service relocation applies to the replacement of the existing sewer 46 service line on private property typically associated with the relocation of the 47 existing main. 48 b. Typical main relocation will be from a rear lot easement or alley to the street. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 [Insert Project Name] [Insei1 Project Number] 333150-5 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 5 of 9 1 5. Service Reinstatement 2 a. Service reinstatement applies to the reconnection of an existing service to an 3 existing main that has been rehabilitated by trenchless methods such as pipe 4 enlargement (pipe bursting), slip lining or CIPP. 5 B. Reference Standards 6 I . Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. ASTM International (ASTM): 10 a. ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) 11 (PVC) Sewer Pipe and Fittings 12 b. ASTM D1785 Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic 13 Pipe, Schedules 40, 80 and 120. 14 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 15 Pipe for Sewers and Other Gravity -Flow Applications 16 d. ASTM D2412 Standard Test Method for Determination of External Loading 17 Characteristics of Plastic Pipe by Parallel -Plate Loading 18 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 19 Pipes Using Flexible Elastomeric Seals 20 3. Texas Commission on Environmental Quality 21 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying 22 Pipe and Rule 23 b. Title 30, Part I, Chapter 217, Subchapter C, 217.55 — Manholes and Related 24 Structures 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Scheduling 27 1. Provide advance notice for service interruption to property owner and meet 28 requirements of Division 0. 29 1.5 SUBMITTALS 30 A. Submittals shall be in accordance with Section 01 33 00. 31 B. All submittals shall be approved by the Engineer or the City prior to delivery. 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 33 A. Product data shall include, if applicable: 34 1. Tee connection or saddle 35 2. Fittings (including type of cleanout) 36 3. Service line 37 B. Certificates 38 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 39 this Section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 31 50 - 6 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 6 of 9 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage and Handling Requirements 6 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 7 guidelines. 8 2. Protect all parts such that no damage or deterioration will occur during a prolonged 9 delay from the time of shipment until installation is completed and the units and 10 equipment are ready for operation. 11 3. Protect all equipment and parts against any damage during a prolonged period at the 12 site. 13 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 14 extremes in temperature. 15 5. Secure and maintain a location to store the material in accordance with Section 01 16 66 00. 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS 20 2.1 OWNER -FURNISHED [NOT USED] 21 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed on the City's Standard Products List will be 24 considered as shown in Section 01 60 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. 28 3. The services and appurtenances shall be new and the product of a manufacturer 29 regularly engaged in the manufacturing of services and appurtenances having 30 similar service and size. 31 B. Materials/Design Criteria 32 1. Service Line and Fittings (including tee connections) 33 a. PVC pipe and fittings on public property shall be in accordance with Section 33 34 31 20. 35 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 36 with ASTM D1785. 37 2. Service saddle 38 a. Service saddles shall only be allowed when connecting a new service to an 39 existing sanitary sewer main and shall: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insect Project Number] 33 31 50 - 7 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 7 of 9 1) Be a 1-piece prefabricated saddle, either polyethylene or PVC, with 2 neoprene gasket for seal against main 3 2) Use saddle to fit outside diameter of main 4 3) Use saddle with grooves to retain band clamps 5 4) Use at least 2 stainless steel band clamps for securing saddles to the main 6 b. No inserta tees service connections may be used. 7 3. Cleanout 8 a. Cleanout stack should be the same material as the service line, except when DI 9 pipe is being used. 10 b. Use cast iron cap for cleanout cover. 11 4. Coupling 12 a. For connections between new PVC pipe stub out and existing service line, use 13 flexible adapter coupling consisting of neoprene gasket and stainless steel shear 14 rings with 2-inch stainless steel band clamps. 15 2.3 ACCESSORIES [NOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS 19 A. A licensed plumber is required for installations of the service line on private property. 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. General 24 1. Install service line, fittings and cleanout as specified herein, as specified in Section 25 33 05 10 and in accordance with the pipe manufacturer's recommendations. 26 B. Handling 27 1. Haul and distribute service lines, fittings and cleanouts at the project site and handle 28 with care to avoid damage. 29 a. Inspect each segment of service line and reject or repair any damaged pipe 30 prior to lowering into the trench. 31 2. Do not handle the pipe in such a way that will damage the pipe. 32 C. Service Line 33 1. Lay service line at a minimum grade of 2 percent, as shown on details SAN-011 34 and SAN-011 A or at lines and grades as indicated in the Drawings. 35 2. If service line is installed by bore as an alternative to open cut the cost associated 36 with open cut installation such as pavement removal, trenching, embedment and 37 backfill and pavement patch will not be included as part of the bore installation. 38 3. Excavate and backfill trenches in accordance with 33 05 10. 39 4. Embed PVC Pipe in accordance with 33 05 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 31 50 - 8 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 9 1 D. Cleanout 2 1. Install out of traffic areas such as driveways, streets and sidewalks whenever 3 possible. 4 a. When not possible, install cast iron cleanout stack and cap. 5 2. Install 2-way cleanout in non -paved areas in accordance with Detail SAN-011. 6 7 3. Install 2-way cleanout in paved areas in accordance with Detail SAN-011 A. E. Service line connection to main 8 1. New service on new or replacement main 9 a. Deterniine location of service connections before main installation so the 10 service fittings can be installed during main installation. 11 b. Connect service line to main with a molded or fabricated tee fitting. 12 2. Reconnection to main after pipe enlargement 13 a. Tapping the existing main and installing a strap on tee connection may be used. 14 b. Allow the new main to recover from imposed stretch before tapping and service 15 installation. 16 1) Follow manufacturer's recommendation for the length of time needed. 17 c. Tap main at 45 degree angle to horizontal when possible. 18 1) Avoid tapping the top of main. 19 d. Extend service line from main to property line or easement line before 20 connecting to the existing service line. 21 3. New service on existing main 22 a. Connect service line to main with a molded or fabricated tee fitting if possible. 23 b. Tapping the existing main and installing a strap on tee connection may be used. 24 F. Private Service Relocation 25 1. Requirements for the relocation of service line on private property 26 a. A licensed plumber must be used to install service line on private property. 27 b. Obtain permit from the Development Department for work on private property. 28 c. Pay for any inspection or permit fees associated with work on private property. 29 d. Verify (by Exploratory Excavation of Existing Utilities) the elevations at the 30 building cleanout and compare to data on the Drawings before beginning 31 service installation. 32 e. Submit elevation information to the City inspector. 33 f. Verify that the 2 percent slope installation requirement can be met. 34 1) If the 2 percent slope cannot be met, verify with the Engineer that line may 35 be installed at the lesser slope. 36 3.5 REPAIR / RESTORATION [NOT USED] 37 3.6 RE -INSTALLATION 38 A. Service Relocation 39 1. All relocations that are not installed as designed or fail to meet the City code shall 40 be reinstalled at the Contractor's expense. 41 3.7 FIELD [OR] SITE QUALITY CONTROL 42 A. Inspections 43 1. Private property service line requires approval by the City plumbing inspector 44 before final acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 33 31 50 - 9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 9 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 SECTION 33 39 20 2 PRECAST CONCRETE MANHOLE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 A. Section Includes: 1. Sanitary Sewer Precast Concrete Manholes 333920-1 PRECAST CONCRETE MANHOLE Page 1 of 6 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 03 30 00 — Cast -in -Place Concrete 14 4. Section 03 80 00 — Modifications to Existing Concrete 15 5. Section 33 01 30 — Sewer and Manhole Testing 16 6. Section 33 05 13 — Frame, Cover, and Grade Rings 17 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Manhole 21 a. Measurement 22 1) Measurement for this Item shall be per each concrete manhole installed. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the unit price bid per each "Manhole" installed for: 26 a) Various sizes 27 b) Various types 28 c. The price bid will include: 29 1) Manhole structure complete in place 30 2) Excavation 31 3) Forms 32 4) Reinforcing steel (if required) 33 5) Concrete 34 6) Backfill 35 7) Foundation 36 8) Drop pipe 37 9) Stubs 38 10) Frame 39 11) Cover 40 12) Grade rings 41 13) Pipe connections CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 6 1 14) Pavement removal 2 15) Hauling 3 16) Disposal of excess material 4 17) Placement and compaction of backfill 5 18) Clean-up 6 2. Extra Depth Manhole 7 a. Measurement 8 1) Measurement for added depth beyond 6 feet will be per vertical foot, 9 measured to the nearest 1/10 foot. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under "Measurement" will be paid for at the unit 13 price bid per vertical foot for "Extra Depth Manhole" specified for: 14 a) Various sizes 15 c. The price bid will include: 16 1) Manhole structure complete in place 17 2) Excavation 18 3) Forms 19 4) Reinforcing steel (if required) 20 5) Concrete 21 6) Backfill 22 7) Foundation 23 8) Drop pipe 24 9) Stubs 25 10) Frame 26 11) Cover 27 12) Grade rings 28 13) Pipe connections 29 14) Pavement removal 30 15) Hauling 31 16) Disposal of excess material 32 17) Placement and compaction of backfill 33 18) Clean-up 34 1.3 REFERENCES 35 A. Definitions 36 1. Manhole Type 37 a. Standard Manhole (See City Standard Details) 38 1) Greater than 4 feet deep up to 6 feet deep 39 b. Standard Drop Manhole (See City Standard Details) 40 1) Same as Standard Manhole with external drop connection(s) 41 c. Type "A" Manhole (See City Standard Details) 42 1) Manhole set on a reinforced concrete block placed around 39-inch and 43 larger sewer pipe. 44 d. Shallow Manhole (See City Standard Details) 45 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller 46 than 39-inch 47 2. Manhole Size 48 a. 4 foot diameter CITY OF FORT WORTH STANDARD. CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [insert Project Name] [Insert Project Number] 333920-3 PRECAST CONCRETE MANHOLE Page 3 of 6 1 1) Used with pipe ranging from 8-inch to 15-inch 2 b. 5 foot diameter 3 1) Used with pipe ranging from 18-inch to 36-inch 4 2) See specific manhole design on Drawings for pipes larger than 36-inch. 5 B. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. ASTM International (ASTM): 10 a. C478, Standard Specification for Precast Reinforced Concrete Manhole 11 Sections. 12 b. C923, Standard Specification for Resilient Connectors Between Reinforced 13 Concrete Manholes Structures, Pipes, and Laterals. 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS 16 A. Submittals shall be in accordance with Section 01 33 00. 17 B. All submittals shall be approved by the Engineer or the City prior to delivery. 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 19 A. Product Data 20 1. Precast Concrete Manhole 21 2. Drop connection materials 22 3. Pipe connections at manhole walls 23 4. Stubs and stub plugs 24 5. Admixtures 25 6. Concrete Mix Design 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY 32 A. Manufacturer Warranty 33 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [insert Project Number) 333920-4 PRECAST CONCRETE MANHOLE Page 4 of 6 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED (OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 4 A. Manufacturers 5 1. Only the manufacturers as listed on the City's Standard Products List will be 6 considered as shown in Section 01 60 00. 7 a. The manufacturer must comply with this Specification and related Sections. 8 2. Any product that is not listed on the Standard Products List is considered a 9 substitution and shall be submitted in accordance with Section 01 25 00. 10 B. Materials 11 1. Concrete — Conform to Section 03 30 00. 12 2. Precast Joints — Confoiiii to ASTM C478. 13 3. Precast Sections 14 a. Provide bell -and -spigot design incorporating a premolded joint sealing 15 compound for wastewater use. 16 b. Clean bell spigot and gaskets, lubricate and join. 17 c. Minimize number of segments. 18 d. Use long joints at the bottom and shorter joints toward the top. 19 e. Include manufactures stamp on each section. 20 4. Lifting Devices 21 a. Manhole sections and cones may be furnished with lift lugs or lift holes. 22 1) If lift lugs are provided, place 180 degrees apart. 23 2) If lift holes are provided, place 180 degrees apart and grout during manhole 24 installation. 25 5. Frame and Cover — Conform to Section 33 05 13. 26 6. Grade Ring — Conform to Section 33 05 13 and ASTM C478. 27 7. Pipe Connections 28 a. Utilize either an integrally cast embedded pipe connector or a boot -type 29 connector installed in a circular block out opening conforming to ASTM C923. 30 8. Steps 31 a. No steps are allowed. 32 9. Interior Coating or Liner — Conform to Section 33 39 60. 33 10. Exterior Coating 34 a. Use Coal Tar Bitumastic for below grade damp proofing. 35 b. Dry film thickness shall be no less than 12 mils and no greater than 30 mils. 36 c. Solids content is 68 percent by volume f 2 percent. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Inset Project Name] [Insect Project Number] 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 6 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Evaluation and Assessment 7 1. Verify lines and grades are in accordance to the Drawings. 8 3.3 PREPARATION 9 A. Foundation Preparation 10 1. Excavate 8 inches below manhole foundation. 11 2. Replace excavated soil with course aggregate; creating a stable base for manhole 12 construction. 13 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 14 mud slab may be substituted. 15 3.4 INSTALLATION 16 A. Manhole 17 1. Construct manhole to dimensions shown on Drawings. 18 2. Precast Sections 19 a. Provide bell -and -spigot design incorporating a premolded joint sealing 20 compound for wastewater use. 21 b. Clean bell spigot and gaskets, lubricate and join. 22 c. Minimize number of segments. 23 d. Use long joints used at the bottom and shorter joints toward the top. 24 B. Invert 25 1. Construct invert channels to provide a smooth waterway with no disruption of flow 26 at pipe -manhole connections. 27 2. For direction changes of mains, construct channels tangent to mains with maximum 28 possible radius of curvature. 29 a. Provide curves for side inlets. 30 3. For all standard manholes provide full depth invert. 31 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 32 inches in depth. 33 C. Drop Manhole Connection 34 1. Install drop connection when sewer line enters manhole higher than 24 inches 35 above the invert. 36 D. Final Rim Elevation 37 1. Install concrete grade rings for height adjustment. 38 a. Construct grade ring on load bearing shoulder of manhole. 39 b. Use sealant between rings as shown on Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 6 1 2. Set frame on top of manhole or grade rings using continuous water sealant. 2 3. Remove debris, stones and dirt to ensure a watertight seal. 3 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 4 final surface elevation of the manhole frame. 5 E. Internal coating 6 1. Internal coating application will conform to Section 33 39 60, if required by 7 Drawings. 8 F. External coating 9 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of 10 the coating. 11 2. Cure manhole for 3 days before backfilling around the structure. 12 3. Application will follow manufacturer's recommendation. 13 G. Modifications and Pipe Penetrations 14 1. Conform to Section 03 80 00. 15 3.5 REPAIR I RESTORATION [NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD QUALITY CONTROL 18 A. Field Tests and Inspections 19 1. Perform vacuum test in accordance with Section 33 01 30. 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Name] [Insert Project Number] irTh bluebonnet contractors, LI Improving mobility in Texas 1' ss ii ...446„,.." `' G Aar-- li61' Ali I J'�'r I ji ilit s � e rress rir ,__ Texas F partment ansportation BOND INFORMATION TO BE INCLUDED LATER ONCE CONTRACTOR HAS BEEN SELECTED 820-U-0506-0002 r) . bluebonnet contractors, LLC Improving rnobility in Texas eititt n Jih rlr IeJress INSURANCE INFORMATION TO BE INCLUDED LATER ONCE CONTRACTOR HAS BEEN SELECTED 820-U-0506-0002 Texas Department of Transportation FORT WORTH® Attn: Mr. Donald C. Toner Jr. SR/WA From: Andrew T. Cronberg, P.E. Date: June 8, 2012 Subject: City of Ft. Worth Water and Wastewater 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 one (2) water lines (Conflicts 159, 83) and three (3) wastewater lines (Conflicts 82, 84, 85). • Conflict 159 O 8" PVC pipe approximately 15 years old. o Currently active and in good working condition o Begin: N=6988810.31, E=2333611.65; End: N=6988835.92, E=2333711.21 o Typical Offset from: PLrz 25'(Melody Hill); CLrz 15' (Melody Hill) The proposed abandonment is at IH 35W and Melody Hills Dr. at NTE BL STA 643+51. • Conflict 82 O 15" VC pipe approximately 32 years old. o Currently active and in good working condition o Begin : N=6991556.63, E=2334789.47 ; End: N=6991486.65, E=2336499.74 o Typical Offset from: PL=8' ; CLP=225' The proposed abandonment is adjacent to the IH 820 N. Frontage Rd. from linear feet East of IH-335W to linear feet West of N. Riverside Dr. (from NTE Utility BL STA 676+72 to STA 693+69). • Conflict 83 O 12" DI pipe approximately 27 years old. o Currently active and in good working condition. o Begin : N=6991500.47, E=2336199.64 ; End: N=6991503.89, E=2336568.66 o Typical Offset from: PL=15' ; CL=215' The proposed abandonment is adjacent to the IH 820 N. Frontage Rd. from linear feet West of N. Riverside Dr. to linear feet West of N. Riverside Dr. (from NTE Utility BL STA 690+70 to STA 694+40). ort Worth had NI-AmedcaCIty IIIII°' 1964.1993.2011 WATER DEPARTMENT AMINISTRATION DIVISION THE CITY OP FORT WORTH * 1000 THROCKMORTON STREET * FORT WORTH, TEXAS 76102 817-392-8240 * FAX 817-392-8195 .1'; Printed on recycled paper FORT WORTH® • Conflict 84 O 18" VC pipe approximately 35 rs 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 Offsets: Crossing The proposed abandonment is crossing IH 820 approximately linear feet West of N. Riverside Dr. at NTE Utility BL STA 693+71 • Conflict 85 O 21" VC pipe approximately 28 years old. o Currently active and in good working condition. o Begin : N=6991503.89, E=2336568.66 ; End: N=6991489.27, E=2336644.24 o Typical Offset from: PL-4' ; CL=:225' The proposed abandonment is adjacent to the IH 820 N. Frontage Rd. from linear feet West of N. Riverside Dr. to linear feet West of N. Riverside Dr. (from NTE Utility BL STA 693+69 to STA 695+20). Owner shall be notified when abandoned facilities conflicting with roadway construction are removed by others during the construction and excavation stages and shall be provided the location(s) of the removal(s). 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, P.E. Assistant Director, Water Department .,ort Worth NI-IlmerlcaCIty �II11•' 1964 • 1993 • 2011 WATER DEPARTMENT !MINISTRATION DIVISION THE CITY OP FORT WORTH * 1000 THROCKMORTON STREET * FORT WORTH, TEXAS 76102 817-392-8240 * FAX 817-392-8195 Printed on recycled paper NTE-USO-UDC Rev. 9/2009 Page 1 of 1 Developer's Utility Manager Utility No Conflict Sign -Off Form 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: Scott Stockburger PF October 26, 2011 (159) : 4/17/2012 (82.83.84.85) Citv of Fort Worth 1:120-1 1-n.Sn6-0f2 Water & Wastewater 10/25/2011 (159) : 4/16/2012 (82,83,84,85) 10 SHTS (159) : 25 SHTS (82.83,84.85) 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 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. 111 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 Stockbur9er. PF Date: Date: Date: 6/.2///c' 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: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: No. of sheets in Utility's plans: H. Scott Colter. PE October 26, 2011 (159) : 4/17/2012 (82,83,84,85) City of Fort Worth 820-U-0506-0002 Water & Wastewater 10/25/2011 (159) : 4/16/2012 (82,83.84.85) 10 SHTS (15i9) ; 95 SHTS (89,83_R4.RF\) 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) H. Scott Colter, PE Date: Utility Design Coordinator (UDC) Sign Name: (UDC) Utility Coordination Firm Name: /a(17---g/Z Date: CSJ Engineering Associates, LLC This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. NTE-U 1 Rev. 9/2009 Page 1 of 2 County: TARRANT CSJ No.: 0008-14-059 Highway: IH-820 Limits: From I 35W TO SOUTHWESTERN RAILROAD (DART) Parcels: 4, 5, 6, and 7 Fed. Proj. No.: N/A ROW Acct. No.: 0008-14-093 AFFIDAVIT Agreement No. 820-U-0506-0002 THE STATE OF TEXAS ) COUNTY OF Tarrant WHEREAS, the State of Texas, acting by and through the Texas Department of Transportation, herein called TxDOT, has deemed it necessary to make certain highway improvements on Interstate Highway IH 820 in Tarrant County, Texas, and; WHEREAS, it is anticipated that the hereinabove mentioned improvements will affect the facilities of City of Fort Worth hereinafter called the Owner, at the following described locations: An 8" wastewater line running along the north ROW of IH 820 (approximate NTE BL stations 676+65 to 695+19) has been affected by the North Tarrant Express Project. 20' Utility Easement located Parcel 4A-4B - Vol. 7143, Pg. 35, D.R.T.C.T. • A 20' wide utility easement located within Parcel 4A and 4B that runs longitudinally along the north TxDOT ROW of IH-820 for approximately 705 linear feet and occupies an area of approximately 12,042 square feet . 20' Utility Easement located Parcels 5, 6, and 7 - Vol. 15343, Pg. 29, D.R.T.C.T. • A 20' wide utility easement located within Parcels 5, 6, and 7 and runs longitudinally along the north TxDOT ROW of IH-820 for approximately 1535 linear feet and occupies an area of approximately 27,941 square feet. See Attachment "A" and; WHEREAS, TxDOT has requested that the Owner furnish to the information relative to interests that Owner hold in lands at each of the hereinabove referenced locations; NTE-U I Rev. 9/2009 Page 2 of 2 NOW THEREFORE, before me, the undersigned authority, this day personally appeared Fernando Costa , who, after being by me duly sworn, did depose and say: That he/ she is the Assistant City Manager of City of Fort Worth and, as such, has knowledge of the facts contained herein, and That, to the best of his/her knowledge, said Owner is the owner of the following described interests in the hereinabove-indicated lands, copies of the instruments under which said Owner claims said interests being attached hereto and made a part hereof. Sworn to and subscribed before me this ca My Commission expires: 1- 16- /3 Fernando Costa Printed Name Signature Assistant City Manger Title 8` day oft City of Fort Worth Company , A.D. 2012. Notary Public, State of Texas Li ;10'''''' , EVONIA DANIELS MY COMMISSION EXPIRES I. ;,; ,= July 10,2013 Ii EASEMENT STATE OF TEXAS ) ) KNOW ALL MEN BY THESE PRESENTSt COUNTY OF TARRANT ) 7.,00 W 0 2000 519896 2 06/29/81 THAT, HUNT INVESTMENT CORPORATION (herein called "Grantor"), for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable considerations, the receipt and sufficiency of which are hereby acknowledged, paid to it by the CITY OF FORT WORTH, TEXAS, a Municipal Corporation (herein called "Grantee"), does hereby GRANT, SELL and CONVEY unto Grantee, its successors and assigns, a nonexclusive easement and right-of-way for underground utilities, and all necessary or desirable appurtenances thereto, as may be required by Grantee from time to time, to construct, operate, maintain, inspect, replace and remove such underground utilities in, over, upon and across that certain strip of land twenty feet (20.0') in width, owned by Grantor and situated in the City of Fort Worth, Tarrant County, Texas, and being more particu- larly described on Exhibit "A" attached hereto and made a part hereof. It is expressly understoo1 and agreed that this ease- ment and right-of-way, together with all rights and privileges hereby granted, is and shall be solely for the purpose of enabling Grantee to install, or cause to be installed, and maintain underground utilities. In the event that such ease- ment and right-of-way, or any portion thereof, should cease to be used for such purposes then the right-of-way and ease- ment hereby granted, sold, and conveyed shall be deemed to be null and void, and title and possession of the same no longer used for such purposes shall immediately revert and vest with HUNT INVESTMENT CORPORATION, its successors and assigns. It is further understood and agreed that Grantor, its successors and assigns, shall be permitted to construct such improvements over and across the above -described easement VOL 7143PAGE 35 and right-of-way with the understanding that the City of Port Worth, Texas, shall not be responsible or liable for any damage or destruction of such improvements while repairing, maintain- ing and/or improving the underground utilities located within such easement and right-of-way. Grantor, its successors and assigns, agree to submit to the Director of the Department of Public Works of the City of Fort Worth any and all building plane for any construction in or adjacent to such easement area and right-of-way. Grantor hereby binds itself, its successors and assigns, to warrant and forever defend the aforesaid easement and rights and privileges unto Grantee, its successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof, by, through, or under Grantor, but not otherwise. EXECUTED this � ! day of June, 1981. GRANTOR: HUNT INVESTMENT CORPORATION 8y: Vice President STATE OF TEXAS § § COUNTY OF DALLAS § BEFORE ME, the under igned authority, on this day per- sonally appeared G.F, known to me to be the person whose name is subscr ad to the foregoing instru- ment as Vice President of HUNT INVESTMENT CORPORATION, a Delaware corporation, and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity stated, and as the act and deed of said corporation. under my hand and seal of office, this the p7610' dec'yntilf ;June, 1981. • No6111;blic giegT.n,nor ' %CO 71/ E. the State of Texas ei'on Expires: 9J /9s'S Signature Page to Easement given by Hunt Investment Corporation to the City of Fort Worth--20 foot Underground Utility Easement -2- VOL 7t43 iE ir . . ("� ��: �xt-tp3�r ��,��� , ' ; ; :.'.� . 2a T'Up1' I_115r1�1C(VT Il1i1NG a traCt of land �tit thr, p��v1d Orium 5urvey, Abstrn�t i�lo. 1(g4 ��r{ ,�lso hein� p,�rt of two t�acts ot land owned by Frances Gourlcy �ott, �is itird for r�r.ord in Valumc 615i. Pa�c 12, �nd Volumr 6.32�, pt�;r �3, �i tl�e pecd Stc�ordc u( Farrant County, 'p���s and Hr.in� marc ��artifuiarly describatl AS IpI��tiVSt t1r�1�NfNG at a po�nt for �� corner at thc soutl�west cnrner af said 3G.34�i acre tract nt land ��wned hy T�rances t;auci�,� Lntt, fiied in Volumc G151, P�gc t?., said pqint t:eii��; on lhe nvrth ribl�t-ot-way linC ot tli �,2G; . THL'NCE Nnrth 0°O1'43" 1Vest, alang west prope�ty line oi said Lott 1'ract, a d;stance �2 20.0 tcet to a pQint for a co�ner� Thif:NC� Savth 89°58'30" �axt, along a line 20.0 feet northerly and p�rallel to th� south property line of sald Lott Tract whlch is atso the norih rf�hc•of.way Ilne of JH 820, a distance oi 4737.3t {eet tc a point inr a corner in the west riRht..ef-way t[ne oi North ffeach Street, s.Yid paint lyinS tin a circular curve to the r�ht having a central angle of x3°5f'49'�, a radius of 7Q,0 ieet and who:�e centcr bears North 55 23'14 Nest; TNENCC in a southwesteriy di�ectlon along sald ctr�ula� curve !o the rlght along thc west ri�,ht- vf-way l(ne of North t�car.h Sirect, a distanr,c of 29.23 fcet to a po[nt fer a cori�cr on the north �•i�ht-ui-wuy line ot IH 320i THENCE Necth E9°53'30" �Vest, along south pro�icrty tine of said Lott Tr�ct �nd witli the north riRht-nt-way line �f fN 32Q, a distanco of 47tf�.29 tcet to the PqiNT pF :1�G(NN1NG ANh C:UNTAINING 94,SG5 tquare feet or 2.i71 aCres of lancf more or fess. y v ., • • �. � , �� �, ^ ,. � .�- �, . �•� .,. , �. G�sr •� , � .. vo� yi43oAr� 3? � �� � S r'� � � �� r�a . , ; t- ���� � "�'�,,`�� ,��, �w ,w�wb,�+�'�"�'a+ � � �,s °w�" f����f6NW�' �� ?w1��1 � sur� '� �� ,�a ,7,n �+. '' ,,Il�a✓ � � / 71�� ��� . ' .,.-.. : .., � M ~ ��J � � n w' a t:1 ,,, �3 a t� � �= c a�'�' � ��, h �1 V � i� ��. � � -� w s� �... _ �` ' ' . �� , � � �, �. ; . a . I�t�.«% � VOl "Ii�PJ16E �. , �, �� �� � � ,� ��� ���bt�'�� Ne � �. � , _.� _�. . �� THE STA'C� OF T�XAS § § KNQW ALL ML�N DY TI-IL�SG� PR F� ' CaL�NTY (a�'S'ARRAN"C � �} . . �� r-a T U'• `: ? � 7 T: r�,'-, � �. �, _� ��-�, r.� �--;� � �� �=Ctii Thal, TNC RUTH 1tAY AND H.L. HUNT rOUNDATIC?N, a T'cxas non- �rofj# ��rporalion,' i� �� THL� RU'CH FpUNDATIUN, A Texas no►�-pro�t corporation, and HUNT-V�rQO DI(VP RLALTY � �� COR�'4iiATtf7N, u Del�war� cor}�or�tion {cottcctively "Grantor"j, far and in co idct�'a�1it� o��nc � _► Dollur ($1.00) and other coiisider�tions paid by the City of FAri Warth ("Cit "), u�iti»i�p�l � �3 corporatipn Qf-Tarrant County, TcxaS receipt of �vhich is hcretiy ackno�vtedgcd, do s gr�nt, bargain, �� and convey to sai�i City, its s�iccessars �nd assigns,lhc rion-exalusivc iise �nd pass� gc in and along _� the following �arcels or tracts vf land situatcd in T�rrant Louniy� Texas, And deseribed more fi�ily ott ��:I�ibit "A" �ttached ond incorporatcd i�ereby (thc �"��sement"). It is furiher agrecd and understoo� ti�ut the Cily will be �ern�itted tl�e use of th� iAsctY�ent solc�y i'ar tiic putp�sc of the cons�ruction�nnd niainlet�ance of u�iderground utilitics. A ri�l�t of ingress �nd egress onto tl�e �asemcnt for pur�ases of cxercising tlic rights granted f�crein is alsa grnntcd. The gr�nt of the %regoing Cuscmciit is made expressly subjeci to all rights, claims, . e�scmcnts and encum6rances which ut�'ect the parccls or tracts of land described ori Bxhibit "A", _. TO I-IAVE ANt7'�0 HOLD !he abovc dcscribed �re�nises, togell�ec �viQi a(i anit siagular, the fights and appurtenanccs thcretu, ils succcssors and �►ssigns, forever, to �v�rrant r�nd forever ,� defenci the singular, said premises unto soid City, its successors��arid assig�s, agzinst cvery person �vhontsoever lav►�fully cluiming or io claim !he surne o�r a�iy part tliereof by, through ar under Grantor, but not otitenvisc. ti� thc evci�t any of the existing imp�o��ements tflcated ivithin t1�c described Easement, are clanta�cd by the City con�truction cre�v ar by a contractor responsibte for a ufility contract; lhe.City will repair the dam�gc in as good a�s or better�co�idi#ion as wlieit�the corislru�tion began; this is .tu �includG but noT be �imit�d ta side�valks, courtyur�s, paving�sto�es, masonry, wood, landscaping, irrigation, or cliKih link fc�icing, but only to tl�e sxtci�t oTtlie actunl damages aaused by tlie �vork of the contractor. Aiso in tl�c evet�t iltttt the ground sur%ce is subjected !o digging, ihe City tiviEl restore the ground sur!'ace to its origmnl level and, i�'neccssary, resceri�andbr�resod the arca in ivhich thc c�i�ing nccuncd and repiant any tr�es or shnibiiery disturbe� durii�$ construction. It is.expressiy understood and'agreed tiiaf tite�E�sement grunted hereby, log�tlzer ivith �lt othcr. righfs and . privitcges �ranted heret�y,. is_=and slinU � bc �non-exclusive; and Graritor tiereb�+ rescrves far itsclf, its successors and Assigns: (i) the right otlienvise to.usc anJ �n}oy the P.a.serricnt, including but not limited to the right ta i,se,the�st�rface for th�e installation of landscapirig;� irri�atioi� systeins, signs and i'ence;; for the parking of vchietes�und far the passngo oFpcdestrixit and vel�iculAr �traiiic, :and to ccinstruct and�maintain paving on the:surl'gce for ihe puipose of sucli resetvcd uscs; and �(ii) tl» r'ighi to granl such at�er easesiies�ts �s Grantt�r deesr�s desirablc in; ovcr, ui�der,�upon, UAL:4177Z0.1 tM61.931z6 �= , � :. . � 1, � �� �1 R� � ;�i �, �� r� .� f« c� ,. �� �� ,� f+s �� thiough, �or �cross t1�e Lascmeni, provided thai such othcr casemcnts shAlt not u�Ueasonttbly inlerferc with thc cascmcnts and rigti! oC���ays anci ot}tcr righis and privilegcs �ranted t�crcby. ��r�_8si�s� City of Fort Warth Ren! Pro�erty Mana$cnicnt 1040 Throckmorton�Slrect Fort Worth, Texus 7G 142 � �," �IN WI"!'TlL�SS t'UNECtBOF, il�is insfniment has bccii execuicd this ��S� day of z.�LC:Qr r,�- .- , 2QQ t . CjtANTOR; T1-II3 RUTH liAY and I�1.L. HUNT FOUNDATION, a 'I'cxas non-profit cornoration By: � /�2' %� "',,� ��,-�,.-�_�... NAr�ic:_ __Rlct�ard A. M��sman Titic:�,rd.ge9idcttt � - - TN� RUTH FOUNDATION, a Texas aon-rrafit corporatic�n . By: GrL�'�/���r�,.�_ . �N�mc: Richatd A. Masaman Tiiic:� Secretary t�UNT-WOQDDINE �EALTY CQ�tPOltA'I'IOrI, a Dclawarc corporo�tion � .: Fiy: � �Narne:_ .. � .. Titic: . . . � :. � DAL:417720.1. I&IGl.93126 � �i 2 � ' -,- r 0 �� �i :i �� �� � �� r� 4� ,: �J w� �� Jcf�'rey D: Baustert, Es.q. Brawn.McCariroll; L:L;.P, � 200I � Ross Avenue Suite 2000 � . Dallas� Texas 75201 DAi.:�l'7y20.i - 15464.4)126 m THE STA'1'G Or TEXAS § § �OUNTY Or DAI,LAS § Tl�e forcgoin� iastru�nent �vas acknc►�vledgcd beforc n�e on tlic j 8 N`'day of � 2001, by ��� �_ of Thc Ruii� � Ray and H.L. Hunt Foundatiot�, a Tcxt�s non-prolit corpor:�t�on, on hc �a1Cof saici cor�oratio�i. ��/�_���� pet�iCia C. N�eh r.� G' �'7t�--�--• y]�Q' �► NoraryPuD�c,�i�eo_I� ."' ._..... .� �v���,� .My�'�mm. resfu��� Notary Public h�t� .-•.- .• . •:.:ti �>,;: <.:. ,. y ,. -� '1'HL� STATC OF TEXAS § § CfJUNTY On DALLAS § �Tlie oregoing ittistru�i�ent �vas aciciio�vlcdgcd befarc mc on tlie �i8� day ot' �-u- , 2001; by qMh�d �, Maaaman of Thc Ri�th �'oi�ndation, e Texas non- protit corparation, on bchalf of said cor�oration. . a- o�-�� � � ,,�` . P�(dda C. Na6h � � �� No?atiPuDil�,S�taaiTe�s ` ��Q� ��! .NJ�.° .�tyc���,.���si��ro� j ti ''r4o�iti�' � Notary Public . .5 ..,�f.--,� =.y :; �., ..-�^ ��• ,�..r4.• . . . . THE STATE OF T�XAS ' § . . § . COUNTY OF DALLAS § . - �Th , foregoing insin� cnt was acknowledgcd before , nie on _ the f� day of .�11Z2,��..._.+ 2401► �Y� ����`�— af Hunt-Woodbine R�atty Carporation, a Delawarc carpoiation, on bchAlf af said ca�poratior�. _ - ;.�,..�, . . �r . '; � . �� �etay Alhtitton . y���*�,: �cam�n..��+��esan� Notary P ic . . � •� . 1�VI�E , 3 . � _...� . - � Li:'. ;`4:�,�.,:.'.,, e 9 �xNiszT n ` 20-Poot Underground Utility Eusenient (4.27G acres) :L �� .� � �� �� ij �� f� .� ��< ,� {� �� �� T3�IiVG a tract of l�rtd lr,�ated i» !he David pdum Survey, Abstract l�ta. 1!$4, Ta�xant Cpunt}�, Texns and being a part nf ti►e tract of land described in deed ta The Ruth Poundation, �s recorded in Volume 9490, Page 751. Deed Recards of'I'arrnnt County, Texas, (D.R.T.C:.T.), (SU% interest), and in cteed to The R�th Ray and iI. L: Hunt Poundatio», as recorded in Volume 9490, Page 7U0, (Cnrrected in Volume 9498, Page . 19Q6), (D.iZ.T.GT.),.(50°!o Tnterest), an� a part of th�t iract of Innd described in decd to Hunt Itealty Corporation, as recorded in Votume 88E3�#� Page 1 t25, D.I2.T.C.T.� and being more particularly described �.s foliows: COMMENCWG at a 1/2-inch iron rad with a"Halff Associutes, Inc, cap" founci at thc northerly end of a 3Q.{?U %ot radiul corner c1i� lacat�d at the intersection af the west iine of Riverside Drivc {i20 foot right-t�f-way) and the south linc of Saadshcll Drivc (GO foot right-of-way), said point bcing at thc noriheust corncr of Lot i�Et, Btocl: S, Fossi( Creek as �corded in Volume 3$8-1$8, Pag�41, P,R.T.C:T.; TH�NCE Narlh 89 itegnees 58 minutes 30 seconds Wesi, �14ng said south line; a distance of 1572.66 feet to a�ll2-in�ii irori rod with a yello�v plustic c�p stAmped "Halff Assoc., Irtc." (hereafiEr refcmed to as "with cap"} s�t for comer; 'i'HENCE Sbuth 00 degrecs O1 minUte 30 secands West� depurtiag said south line, a distance of �2b.�2 fcact to � 1l2-inch ir+�n rod with cap sc� ior corner on the north line of inters�ute Highway $20 (II�i 820), {variable width right-of-w�y); � � THENGE North 89 degrees. SS minutes�30 secoads West, along s�id north line;:��distpnce .. of 120.21 feet to a I/2-inch iron rod with cap set for the POWT OF BEOINNWG; sa'sd ": pc�int being th�� �ginnin$ of �a non-tu�gent curve to th� right having a radius of 2812.79, `. aitd a_chord which bears .Ilortf� 82 degm,�s 26 minutes 2'i seConds West, e distance of - 602:46 feet . . . � . TH�NCE westerly; continuing along said norih line and aIong said curv� to the �rigtii, .. through a central angle'of 12 degnees 16 minates 3q secands, fbr an anc distance of 602.b1 �', � � � feet to a�/2-irich iron rtid •��ith eag seE at the end of said curve; . '' .. : � TH�?NC� North �6 degr�ees 42 miriutes 22 seconds E�.st, depatii.ng said iiorth, line, a �` distancs�of 24.1 S fect to a point foc corner, said point beirig on a nori-ta'rig�nE ican+e to tFiB � � Ieft liaving�a r��ius of.�792.79 feet,�a.nd a cfwrd which bears �outh 82 deg�es�24 minutes �� � ' �38 secon�s East� ��disia�ice of 599,1� feE[; � � � , THBNGB southeasterly, along u line �2A feet noitherly of ;and parallel to said riortti lina �of "��, �. Q..�. �`'" �� � ..�: IH�20 and aloiig said aurve ta th� lcft; th�ougli a centm! engle df 12 degmecs 1� minut � .• .""� •�'.�.' . ��.. � ;:::.: _ S5 seconds; �a at� distarice of 60�.29 feet �tA a poiiii for camcr; �: y�� ,:,�� :`; ��t .. � .. � � � � .* .::r::�....,.,��,.»� /WDR�b11�'J. KAF�R ; . ��THENCE Soutti.00 degi�es Ol minutes 30 seconds West,'�a d�slancc of.20.Oz %t to M� � � C _ . �1�'�►!,����`,:;;: a . �°� ` POINT 4F BE�INI�IING AtVI7 CONfiAIIVI�IG 12,Q29 sc�uacie feet vr U.Z�6 acres of �; �Qi��� �'� � morc or Icss. � .. � '� k,t''t`�� S'� . . . . . . �� � � . l�of 2° :: : : . . . . j. `: � � - . . : : . . :. .t��o�...'.: � , � � � . . . - � _ ►�. .. . . . . . . . � : - � = - -- � �:;,�;:_:z-.- ���, . . ._ _ _ _ __.::, - . � ...._ z . . . . .:;::- � . _�:µ. -- _— _ . . . , . ._ . :.�.:: -�::: . . _. _� ._ .__:t �= ����:�_ �.. � � -�.zo.t� i= �`' C.8.=S82 `�- '"' �. �oa . --..��,,,,., Oq��� ---.-__-_--__-.__--___.__�_.�.--�-�------- I —:. = ;`---. Y; m �s�►n i '~ ��c� f�89'S8'30'It�^_I67�:65'_ �u' � , ' ----�----•--�--- , , , ;� . a , , � � �,.�"�io �T j � CO�NME��ING j I ,��,`r�'�i ,r`` � � ` !, s � � N 1 1 n+F eur►+ Fasm,►sa+� ; ��� � ��' i iYOI. 5�90, V0. 1511 / I g�� i � N � t� atti" �►K r xw l � t;�' i I~ i ftA. f1UiT FOUNDATqN ! ��� ( i �VOI. 9190. PC� 7Q0► r ' 1HE RUTFt fq�NDA110N + barrseled In � � ao � � (VOC.9/40.AG.T51! � IYOL. 949a. PG. l90GI � � � ��Z i i THE RUTH RAY Ai� ' ' H,L. HUNT i01A10A710N ' Froposed 20' U� der4rQUr�d i '� � arr'eot d' n�� Utll{ty Ea ement ( ; ; Q rva. s+9a �a. »ai � 12,029 �5quo e Feet � , "' t0.�7s a, res) ' �o : d= '12'18'S5'�� �� � �� �.�...�'�,j N46'42'22' R= �792.79 f-�-Fi s � � � y , _ A. Yt/ I f � p fl � � , . . N ��• . . 3 •. � � • , ., � �t ' ,, �, � �. 3 ' '• '•� 0 �'� '� ,(� �`` .� �`'SqN� � � «,.,..� `L sH�Lt ''�-.,_.. , -•-.. ,.. � ...� -. "--- �_" --i �:. , A� i�'16'30' R� 2812.T9' T= 302.96' �= 602.61' C.8.-N82'2�'27'W 6U1.46' 8ASI5, OF BEARINC ISiHE RE#'�AT OF . FOS511. CRFEK. PHAS� i, SECTION 2� AS RECdR0E0 IN VOLUME 388-188; PAGE 41 P.R.7.C.T. I.ECENO. _ . . ��/2:.FlR � fNCM' FUUND IBON ROQ 4YiTFi ri+/CAP ��IOW ' PLASTIG CAP STAMPEO 'HALFF .ASSOC, {NC.' : �/2' SIR �/�-1NCN'SET;:iROh��RQb'WiTlt . : O Vi/CAP Y�I�.flW'-PLAS71C= 51'AMP�Q �.:. 'NALFF AS50C:tNC: ` • C.M. CON7ROL MONpMENT POINT OF 8E6lNNlNG � �n° v m v � ���,7j°� EXNlBIT OF �A 0.276 �CRE UNpERGROUNQ UTILI7Y� EASEMENT . IN 'tl�� pAVID �OpllM SURII�Y; � ABSTRACT ,No. 118q . Cl7Y OF FORT WOiiTH; TAF2RANT. COUNiY; �'X FOfi ` WOOOBIh1� D�11E�.OPMENT . GORP. � PH�PAREO ,BY� � . � Hal� �ssociates, Inc. : � %J , _ --'_-. 'f .. .. . :, .... .... .., . . .. . ..... ... . .. _> -. �ic� � � � tl �NTERSTAT� , 820 n''v�"ace �ar� eoN� u :t �.� 5� -J :� �� ..� �zo�.sigz�9 �' A'�,LFGIANCE TITL� CO '. �� 2104 MCKINNEY AVE # 120(3 � j DALLAS TX 7520�. . ,.� :�: � t� ir -�� A R N I I3 G-THIS TS PART ��' TH� C)FfiICIfiL R�CORD---D .C? N O T D� S T R O X r . "C_. _ . � IV D.� 1C E'D --- T A FL R� A iJ T`C O(3 N T Y T� X A 5 S U � A N N E H E N p E R S U N --- COUNTY CLERK O F F I C I A I, Fi E C � I i' T T O: 1�LL�GIANC� TITLE CO RECEii''I` NO �EGIS'i'�R RECD-BY PKiNT�D DATE TIME 202093389 bR91 CAP 12/20/2001 25:35 INSTK�9ENm FEECD •IND�XED TYME 1 D2013192Q9 WD . 2001127_0 15;35 'CK 264a T� O�' A L :. DOCUMENTS : 0]. F E� S: l 9. 00 B Y: � . •ANX PROV�SIOh WHrCH R�SmFtICTS . TH� SAi,E � liEt3T�1L QR�� L1SE ' OF �THE DESCR�BCD �REAL i'ROYERTY B�CAUSE .O['. COLOl7 OR, RI�10E :. IS iNVALID AND UNENFORCEXI�BLE UNDE�2 FFDERAL LAW,�. �. , ; . � • . _ .• .� . . . . j. ' - - - - . _ _ __ --- `% -- - { a' ; N i Legend \ Red - P rce 4 Area =12,042 sq. ft. Green - Par el 5, 6, 7 Area = 27941 sq. ft. Blue - R ma nder not Quitclaimed by City = Total A a uitclaimed = 39983 sq. ft. /� - / / � � �. � ,� � / w Riprop / Culvert / R�prop � � � AIH S�o/e oI Texas Vd��F�A/3 C/TY OF FORT WORTH TARRANT COUNTY �� Remolnder T�ocfs owner: PAfiCEL 3 b�A 3&4 Combined The VOLUME 9998, PA�EF �6 �f on sra6n�3rr9 The Rufh Foundatlon lQ�'j�' („f. �� VOLUMEDR T90� AGE 75/ rxo I/21R r60� Rpy� CoD.aSllde 27i5 PR.T,C,T. ��ti � � r29.557 SO.fT, Lot l `�.9,�'y� •B Nx C�urcNN Subdlvlslon u�YF � P'�' CoO.aSilOe 7iB� PARCEL 3 & �1A PR.T,CT. ��• sra• 676•»a2 �,��, C6•,s� J//�. �. 30' PIPEUk£ £SN7. EA?ERPRlS£ T£XA$ � ES �"�. (BEG/N Ad. 20' PIPEUNf E51Il. PoPELINE LLC fERIHC l (� F p�E( �,V BARNETT 6ATHERING IP DavmeN Number D209141718 207454/76 �ij�� C lEND AAC ��N HumOei 0207425369 OPR.T,CJ. SS� a PAHCEL .71 OPF.TL.T. Ca��s d"�2riB��U� CB• SB.i� r3gE 24� � ?�@Y a �'�7/9'IU.1 ��j ��� � /8BD5' �..,`�� SB775v8�E �'?r�, ��''/ � � "��'09'P.�11' i�59r LT 'co 2tS5.%i '3'Z� 3d PIPfL/N£ E5.1/l'. C(�. �a`� CHOSSTfX NpRTH TEXAS R•�12,%9' � \ "'"'+r � CATHERING (P _.� �.�,�_ ��.. ��„�..M_. 7�irt�✓ � � 1 I FND � v2'M � � � � , , , �___-`� � •dj`� �,� 2'5/'fR1,/ 4A � 24�23 S0. FT. �r"7T�1' �� . Number 02I0/64744 0 ��b �- PROPOSED � I -82 � LP •_._. .�.�.�.�. �..�. .� _.�.�.�•�._.�•��_•�•�•�•.T•�•_•�•���•�.�•_•..r•�•�•� � �.�•�.T•_ _•_��•� �•..r•�.�•�. •� �•�•_. 665*00 670*00 675*00. ��� . .� ry � 0 5�ob � CURVE DATA ' P!. Slo/lan ■ 664•99J2 N • 699129713 E • 233362j.85 Rodlus • 22.9i65r83 Len�lA • 4/2.9i6 D�no � Or or 4g ran, 0 Slob � MH Inlet .c \ Riprop � � ; -" 1Rip�op _ _ _ J OLP Parcel 4A - 46 (Red) Vol. 15343, Pg. 29 (VARIABLE R.O.W.) �� 12,042 sq. ft. 705 LF Length _ o�oe i�i�e 623.3 f� o Inlet �o� I Riprop - � \ �\ �� Rip=op � MH D ODUM SURVEy �lob � Po5,5 A_llg4 / / / � � / / / . A.eo Under Conslruction / �� � �' � �lo�e�3i6 3. � � � "� OPR.T,CT. �� � Culvert �.—� l ix� ww I 27'03' L•16853' R•129588' � �g�5 � 1'�1•� Rp�lly �Ji�� I_ I OFM / � ��X� / Slob O MH / Ld 3 BIOCk 2 � � ,� s FH Nor/Aarn Crossln� Wejl CoQ,4511de /00�7 � PR.TG.T. N «,.b f�ATL /COCRIr MpXCi 110. � 0 50 1pp 150 6 r[��s SCALE W fEET .":b, oai+rr eau. sccr. ,as ,N,r.No. TTA TMRMIi M 09S i�820 POC 4A [d 2 � 4� POB 4A ' Iloc CAurCN1l Subd/v/s/an, � � coaas��o� ��s� PR.T,C.T. �SA9' LT �� fno► to sco�el � PARENT TRACT ---- i Lot I � [.ov 2 t �or � .�'PrPEUME fSMr. EAIrEw+ItlSE iEXAS Doa, �� ��09MI1� ��1:3r P�EL�A _ IBEGIN AQC '----pt�REEL�B i - -' �4ECE�-�=1ilE'iVi$"u"HE \ �!'t f - _ �'/_5'/B'BI��r.�Ti� _� _`__ . � — i _ —�--7'— — — I 1__� a�m.���o+rrM�i��ts � i0S5 GATMEIEMG lr ��� — �� R 28/yq ' • 1- i � _ � [ 35q� � aorir5r rRir� /1 �" CB• p�j.� 3,� 93• / � 4B_ _� _ 80' PrPEIIME ESYf. BANME�T OAII�RMG IP fENO AOL � � ��� PARCEL �B1 fBEGIM AUL — — — PARCEL �& ��� 587Y5'l8'E 36B5r i �� .�5lr - �' �32� I-�� -: • ts0' xav� /� ✓t M � �p,� P$A�frC 3�'�5 9VB.991.1. SANDSHELL OR. � PARC � b 5 W �ra•�3gs.ao �ai u. M P�EL BI � tBEGIH AUC PARCEL 51 rBEG�N Ad. PMCEL +B1 - - � � - - � n . : " �u '" ' � //D.OiO' CeAASRaM 1br `� A altr `' O � � � \ \ BARME�GATMEPJAG !P '�� PJLTlJ. IE AOt �i N1 � � \ l Az�/rM�M��aDv�QEWI5�J15 ____- —_ _��EL�� ----- � R'ZB/279' L•246,9�5� �•p�pr�rp�fR1J. �'����� 8'58W rwovrw ' . CB• N�`�J`g,�, CP 2�6BB' � /2/b9' � va��:ss � ` 4A �a 0� � j `�►'B � -- _ � ; _, � 32J59 SO.fT. � ._ " _ _ . - --_ � _'3.877 SO.�T. , 2�J23 SQ.FT. owlrers i owner: 1ICLCDLLTO. Moc CAurcNl roper�les Nor1RLT0. Document NumDer 02/0l64744 Oncun'�eN N r 02U/3/42l6 CI T Y OF ORT WORT H OPR.T�CT. � OPR.T . D�13/42'8 T �� , � -� .��%iN�� . ~. -----•i---.�.—��� -------r-------,-_y_--_ . --F--r-_-- .—�.�-�----,,�..,. �� ----� fi80*00 ' 85*00 �Parcel 4A - 4B (Red�62 6 � �Vol. 15343, Pg. 29 D.ODUM SURVEY '� 2,042 Sq. ft. A'��84 ;705 LF Length �.,,,�, E�„� � ����s ;00. a Sllde 27�5 PR.T,C.T. 767.3r RemolnCer Troc� 5 Th� Rurn R& N1�.Hunr Foundo�lon VOLU4l� 9498.PAGE /906 TAe Rulh FounOoflon VOLU1/E 949D.PAGE 75l DJ4.T,CT. +s�Br � 58775'l�E 723J3' EX/ST/AI� I�810 RAJY. 80'MPEtkYE fSY� � BARMETr 6vHEvaAG tP ax,r�rr��,�.er�aaao�+surs I � I I j�15' I I I ay/l�It I I i Fossll Cree+t Crown Porl,�ers. LTDII! � � � ��OPR.� D i 186076 I I I I L� !S•01£. r.o�.0 �� � � cea���La. r I� I I � i� � � !D'Mq9�L NPEtlME I I I - -----• �_ _ . . _ . _. va ��ca ----J � Iw � I Remo/n0er i� i � i Lol hR.Block 5 lEMD AAL � Fqssll Creek, PARCEL 51 � p � � Pfqse /.SeCfion 2 rBEc�H �10� �r � � Vd.3B8•iBB.Po.41 PMCEC 61 I I I f� PR.T,C.T. ���1'� I I PAACfL �SJ I I r = � i a�f`"` �{ _ f»_ _. .. :�a�. F� rBEG�N ADL ��.,,��y, �, PARC L51 I I I r GIH AQL p��. 51A�1GIYS I I I P L 61 i�o ��g,r� s����, � � � HS6P't7' Co4.T��SMar �V I I PltilJ. �' ' sal'is��E -�a.�,2s� - ---- - s2ar , , ----� � --�------------- �gg�Sg�W 719.9�' S�o�e ot Texos PROPOSED 1-820 � -_--- --.-__. -- ---_ __�.�.--.- -- -.- _ . _ _.---___ _..._._. _ _. �y------y--- r-- — — — y- — — 690+00 ".S 89° 30' 18" E ''_ S89'28'58'1M � 38553� 6 ��°��'� ��287 so.Fr. - ' I�,�� -- - •_ _ .__.-- ---- - - _ ___. ___ _ _.. _ _ _ . _ ., _ (VARIABLE R.O.W) ,.�---_. .___---,- . -- - Parcels 5, 6, and 7 (Gree��._.._-----._ _ . ____ ---- �o`l. 7143, Pg. 35 27941 sq. ft. 1535 LF Length __ _ _ _ _ . � Ib dMlO � /b /b �/tM YfR � f/fR � � � � � � � � � � � � � � � � � � � � � � � � � � � � .. � � � � � � � � � � � � � � � � � � � � � � � � � - - - _ - ^ _ - _ _ � � � ^ � � � � r � � �. � � � � � � � � � � � � � ..� � � � � � � � � � � � � � � � � � � � � � �. � � � � � � � � � � � � � - - _ ^ � - � � S/o/e or Texas � .�� -------------------- O Qx•0206316�33--------------------------------------------------1 ----•------------------- - - - OPR.T.CT. a0T27'03` ------------- i,�1Dwo. � R•�295.9i8' - - ' � � � L•1685i-�� � E �'iS R4NL .._.._.._.._ - - - -•._.._ ._.- � ExiSTiNG R EX/ST/NG I,820 R�DiV. � .. j.._.._.._ H88'58��E ��96.73� ._.._.._ ._.._t.,s••-'. 2500r 51i �--. .. - --•-- 3�9.9T - .b ° ° _ _ xl I •s:�- - QdL---.._.._.._ r. •-••- ._.._.._.._..5, 250AP . _. • . • .. .. •�,.. ��C.._.._.._ry. ._.._.._.._..�f_CA.A._. ._.._...�e•-•• 250AP �. _u . ��L . .'�"� _ ,., �. GJVJv% , . , � ` �lob $lob f � � ��, CROSSTEX PL _I f, ��� . . . ENTERPRISE PL Lol � � � � w � Lo► 5 � � � a � Lo/ 6 � I �1 � � a �i Ld 7 HorMern Crass/n� �Wes► CoAA�SllOe lOOB7 PRT�C.T. � � m � Ld 8 � � � 0 50 100 150 SCALE IN FEET XTO P!P � g �i:ia oowrr cwf. s[tr. �oe Mn. No. ifA i1RNAryT ppp8 f� pyS ��840 � � �� �-, �l � � � � � � r4, � J \� �_s JBJ5' P�Q�C �a urnm es ia �oHE sr,w c ��, Be,°�"r �R SANOSHELC ORNE �P P FND ��Y�R �� ��. � Vd.B137,Pg./1Jl '� s.� PARCEL 8 a.�cz�.Po•nes P,p,� S00'3rOtE r60' RaW1 Af7C� P 1, lon 2 ,,. �c PARCEL 6 Z 7 �J3' CoAaS��de 27�5 ST'�•6� 6 TA,• 7 � L ro unmr es �a�R ��etl Porking � STA,r 69�t•T�69 PR.TG.T. Ld2R•rA � d.388-157.Pq.3l L 9'J�Jr u. e� ur�urr es�ur 29�2r ,.. .7590 PG.853 P�O,C FND 5/8'!fl W/C� 30'STORM & FND 5/CIR W/CA' oved Porkinq • �P TRA,Y$1'SiE�S SAHITARY SEWER ESIIT�`_ TRA45Y57EMS W` ' I��'fi� 84G�`E$AIT. • P Vd.7143,Pg.30 L SLOPE ESMT. LOI 3 BM!?l' 5 OR.T.C.T. � — � � RESEf7VATlON l _ _ _ ` ° �� (Apl l0 � � ip Vd.742/,P 933 � fAOf 10 SUOI01 � �� ��•� � �S�eC►� � � Lol'S 2R•� b �R•2�LBbCk 5 � �' � �sookl � �� =41 � 3 LP OR.Tt�T. / � '.P�B. � � � \ PAREIVr TRACT r Povetl Porkin � — P����. P� �Q�l��lon � � _�;�J��j . M � �a,A �� � , � . '• �p I � � � \ Porking nf . I/IdOr � LP CGO �?�l� I�IOOD /�����Y � N I ZX� �. p 2� � (/IOi /0 SLbiCi pF� l �� 2 � Ebl� PR.TiCJ. /i � �t� � l Z � ��� � � � � 280 SO Fr. �� l77 � ����' � i s , va 'l �i C 6��8� 1A/2R•2A � � W .�.�T , �. � °` � � �'"� l77 � � / Q j� / � aN �F P� Poved Porki i rBEG�N rEND v i P � —� siob � P PARCEL 1 PARCEL 1 �� � �,t �', ��o P � �l�i� `�S � ♦ I , D AUL sras�c•4 �e I K' �� �,�� . 2 1 �,� �' � 7�CE� 61 �ze9rtr �auF. 55 SO.fT. �j�'j WQ„� r �1 1 Inlel PF. ..�ob Pork,n ~—Co PR.TG.4043 , �� �\ WWC� J u� 1� � iF ,w � LP � ,� � � � �a rEMD P 1 � H��� � ���wm� p�E� � ��rquo�o3�r F 5il k Crown f'or7ners,Ud1/1 LP ,,�pp, ,�g ,� p��{p�, nl Number Dl98I86076 P��"S��'�97"g . LP r ' �AI9CYt f! � \ ` J � � � �20'x Zo' � i � $�28' 20'UfIUTr ESJIr. � � i OPR.T.C.T. � STA694•1198 3r . STA697•1264 Pudlc ODen \ -�- \ '12�.+' / VOL7/43 PC.35 �5���� �� Poved Po�kin PR. T. � 22813' LT 5' UE. -- Spae EasemeN � Si� � v 3BB•157 PC. i "�� i^� 9 O j�y �P 233J5'LT — — — / fN0 5/BlR W/CA° yd.388-IBB,Poye 4l Cob.A5ll0e 4043 / + \ / / l0'LON£ STAR GAS £ jQ 25� iF �K 6. �'�Sgg�57�E /7?_rH' Te,wrs.ewss.9� � PR.TL'.T. PR.T.C.T. �Inlel : J Mt I / � �" � �� \ � � s � � � Pq. 6 � _ I 588'4r�rEM sioe i x zaPos � -. va.�e�s.Ay.� s � �• ,� o A51lde 4043 � � s.ion� F �. �6 rR.r.c.r. � � � � FH fN 5/B'IR W/CM '. y� p��y 9 Si n� � SND I/21R S�� .�SJ.��P � 3rO�w 5�2 ��T"5• � S00'30'�3'E LP ��o� 1 �i� iIF/ / 7 SvST£YS \ \ � Lp InIeIEX�S �� �LV �/�� �� �p 9 Inlel 20' UE. VOL7143, PG.35 FMD 5/9 /N W/CM � �F, Cob. a Slide 11075 / V.7143.Pp.35 `� STA695•�2/ ORTC.�. s�'STE�s Vd.7143.Pg.35 PR.T.C.T. � OFJG.r, 23039'LT 30T2 SOFT DR.T.C.T. / p fEMO A01 5072 5 T Q c„i ,� IBEG�H AAC STa• 7 STA70l•75B7 EMD AQC fBEdM AOL E N/ UNE EX/STII`Iri I$� Rriliy: PARCEL BI 2• (f� 22a2rtr p� 6 ,�� �, P,�� �, STA��28 P.►. srm,a► • naos.so�pry� Culve 3�q �� n0.694•7563 3� $Q'F% 22397'LT p�fL � � H• 6m�2:�pLV 231b'G' LT �� BRE/ESA P Porl(ollo ■ TXNC Pro r lles P. PRO�PiDSED ROJY. N ROd�US • 22.96583 11287 SO.FT. ayner: OPR.T.C.T. /ICCESS OfN/AL UHE O L�I1plh • 1,4916.86 Fossi/Creek Crown Por/ners.L 11J f� . Documenf Number D19818607 Curve Rodlus Q�I�o A CAord Bev D/sfon0e 8025� Slale of Texos U � o� C 7a �900.W� 00' 33� �2 rur �8A3� 5 88' 28� 2r 48A3� voi.3�90 ,P . n2 a � �- PROPOSED � I-820 ---r•-----•—�—•-- •---r--•-----y—•-------T•—•—•—•—•,—•—•—•—•�• —o„—•—•,—•---•—•—,------•—•,---- -- -- — — — ---• -- — — — — — — — — — fi95*00 705+00 f'arcel 7 (Blue) Easement Remainder CITY OF FOfiT WOf?TH g64 s ft. va.3i4o; n2 (VARIABLE R.o.w.� D. ODUM�o� URVEY TARRANT COU TY a� � 5'TESCO ESMT � Vd.8829.Pg.4H ENTRY WNl E!S£MfNf 1� �`�� (` y�y{r p �y� {��y� ��� y�t Vd.JPR.�.C.T.9 69 �v�%'� � �'0%roSeE OK Culve�l P H�LD �C Jr� � Ir{7Ve/�DGV /µJA•�� 7 7 LP FNOV2M �ar'�els 5� 6, and ����c�i� . ° � �'�° 9 LP a�o ao.e� Siob '� � FMD S�CM � �F, • 50' Arto fosemeM �' � Vo I. 7143 P 35 � }" ao�� • � c� e g�s / Vd.8558,P�.2Z43 MD �,�j; /�9 eg6shT. P,,�cE� Siofe of Texos � � g' So'rrco esMr � �ypE � �� OR.T .T. PMCE 91 i�1C' D206316/33 (�A j� Vd.85 B.Pq.2243 Sign �p,y c` � •'�•r• Sfo e of Texos � Relaining Woll f 10'UE lfNS p'od Slob ° �,P,R.T,C.T. I y ��.7`'F� .Sq. 11.. �� � � .3O�E� �5ryg�/��pll,�G UNE T U EasemeroVd. 85,Pq.159 __ . � Slob SioD i v��� `'� So ia uF.r s don Doc 0205224302 Ngg�5r0iE �� 970' PK TXDOT Resenof7on llx la Fl?URE ROW lTNs d�J d�� �P j � �,o`���� 1535 LF LenCJ th OP.R.T.C.T. �,�5, �, o„g W, W xa�se�� �P LP o o� \ O O�• J . I 'v ECO ROCM Ai �t �- �P • P • LP o FP ��. � ;IE � � � <V mi �."�on .� "� � c�o�'o,°'� EX/ST/NG I . o i �x° �� ,� � � � �� �gg�►'�5�Y 81�.39' !�q � FP �EQrR �.&HE s�on .�Q.�[� � v STA702•56.80 Poved Porkin �'�/ � V�'7 Q ' l STA701•9389 20975' RT 9 fBECIN ° ao �EM 5r28'W z�zz� Rr rBEG�N P�CEc � Slob 17 Poved Porkin P� n6) +�.'- /�/� 9 0 �p � �p STAIDI•24 SiA699•9360 /+ ` � � � 3�ir�5w � LP � LP • LP • L �TA��� • 1956rnr 9 221A8' RT I! /.� � f t ' , •" �� LP S.+S� T Vd.86B8.Py. 93 a'G � � o OWl12�: OR.TG. p I HO AOIL Fo qyl�l: � 9 y �— -- �-�' � 787 FT. � MH I ��E� Zy �"�,.� Pock Proper VII,L • �P •�P I O.PR.T.C.T. I � � I o� �0�53 . �B�A DocumeN Num r 020 300 /,Blb�'k S I tp vwn urw w LP I� I N�6' AM c,w •rxxEm aM � --- --- — CrG55/ Ad IIW► ------- � _ �— � /f� � LP /xx� PROPoSEO I— — - — PRT�T. 3 I �P�Vp. P E �;� I P •�' RESEAVATION Cuoed P.ls LP I� /�/� �yF� 6�' P �C Vd.3B8•202.Pp 6 e� LP �. � v po ��N9 Porking � �� L✓ Stab LP Slob � ' M H �� F H � 5 o eS Rom p �h �D I �h � � LP �MC�L // / � ro'B & UE lTNs Wofl ,... ., ....�.,__ LP �n P TRACT Cd� I lob�' 'O Inlet 5'P P.WATER ESMT lTNs paU �eS Lo► lD.B1oCk 2 ��� N ti V� �s• ue rrNs woi� 0 50 100 150 ... sr•rc .eornK .�oxc� No. � o �P 1oe NorMern Crossi iy iob 5' T£SCO ESNf m.� I � 6 rcxra �e �V -- • Vd.8B29.P .4H �� � lob SCALE IN fEET Oe4�o. 2 � GL CoQaS►Jde 87 DR.TC. M 1 s�� PR.T�C.T. �. �� � o � v eaMrr tawr. xei. Ae �,►r.Na. I I � , a 9j(,,�C TiA TARRAN� OppB M 093 P020 � � F MP '_� ;.°;;m an.�:o� ��� Form ROW-U-JUAA-NTE Rev. 9113/07 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-0506-0002 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. �-�'� 'I � � `�, Irntial D e 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 WITN�SS WHER�OI', the parties hereto have affixed their signatures. O��ner: City of Foi�t Worth � Uti ity ame By: 1 ' Authorized Signature Printed Name: S. Frank Crumb, P.E. Title: Date: Director, Water Department �,��/i�- Tlie State of Texas Executed and approved far the Texas Transportation Conunission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofare approved and authorized by the Texas Transportation Commission. �;. By. - onald C. Toner Jr. SR/ Title. Director— Strategic Projects Right of Way Strategic Projects Division Texas Department of Transportation Date: ! /� Z � ` � �FF����� ������ �1� ��Q`r��i�� i �'.�g� ��� � �� Initial Date � ,.,mD�pul • an„�ww�.uo,� Form ROW-U-JUAA-NTE Rev. 9/13/07 Repiaces Forms D-15-24A and D-15-80A GSD-EPC Page 1 of 2 UTILITY JOINT USE ACKNOWLEDGEMENT REIMBURSABL.E UTILITY ADJUSTMENT U-Num ber: 820-U-0506-0002 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 applicabie, 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 weifare 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. s� �� �� l � �"� Initial Da e 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 appiicable 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: Authorized Signature Printed Name: S. Frank Crumb, P.E. Title: Director, Water Department Date: 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. : Donald C. Toner Jr. SR/WA Title: Director— Strategic Projects Right of Way Strategic Projects Division Texas Department of Transportation Date: �� � � Initial Dat . -. � r � z � irr;prr,vin�� rn��l�ilily in �lexn�> Texas Departmcnt ol �ransportntion j�.l� � � � ,� _ - � �� � -:. �...� �� . � �_ ( ► � �- ' � ; �i � � � � � l � f i � �'� - : - =i -� _ :��.'�'',,,�''`" !' � y �� �� �� �-.I.i���..�J�� �•:� - j - ✓ ' e ress ` ' `� ~�. � � � . .�. �• � r,� r. � �r� � r � _ �. U -48 NOT APPLICABLE 820-U-0506-0002 ��, 1 I ' . , , � ,._ � I . � ... . ,� , . .. � i �� .-; .' . : �� . . ...� :�.. . . '. ; r: I-, I ; � �.. _ � .. .. _ _ -- � r _. _. _. _ .... . . _ .. .. --- � i i = � ='Vuli! E�_yt!�r�til� -- --- 4i- - - � � i ; � 1 � , '�� �R ���:�• ;'I � �� � �= "� . _ � , . . , ;_ . � K+,,'� . _. � i � - - � 1 �-�rrr�,�i � ; ir � 1� 1------I �- ----�n "�j"'�"7 - -- - ��-- -- ---- -.. . .. I t j ,. t� l. I I, .l / f-+ �i i� t' �t,;� n�.l Ol'JAC(- I 4-i ^I .. ,_'-, 5'U��Y EASEAlEN7 � `i � 9 S i..� .t' . I 1 �` Rr� << '� , � � Lo: l NC�1BP SU6 2 LLE 4� �I ..-.-.� � �°, _--� W' �f � ,�; � � � t, , io Si A� Ei.SS'f�.�i � 1 I� Ar � , / i t,���es ���.�h,�� j,1. > �' Documenl iVumb r D207/04645 �. q; � i?I � i k �� ( . ----l- --- � � � , � `uln: E. I 1 I � U��,it{ � ' `f_ , OPR7CT. �� � 9� � I � � I� 57.t635-5579 h'UC11�?'fl �!'OSSf/yQ i�r�e5� '- f'.(%,f.i. F, a.� f�.(���• �, �, � 1�}i I(1 1.Of 1! � Lt7i !Z _ I.Ol I.�i �.;. � r-, lo, / � ' sai���r � � � I °il � ,��� � � ��/v. I ��'��' r� � ' �� C.ab:k �lFcic� r�A7 i� ( /d�r%Cl. /�� �� !U'.� �- S%X �' �, - i. b� � s Q � �l '� 1 ownar: ! ST��.� 63.'7.F.47 -'� � N:� , _ __ _. ; ,,^,f PF{a.� .r. � ' � � � 'L ��.,� I 1 °` S _ ; _ �� � ,�` , ��� I / ,� 1. BP SU8 2 LLC Mi , qo, �,�i ����a0'�.r. (( 7 ' i r,: � li �; ,�';cr,---------- S � ----- �ina�-4 -- � - - - f ---- - - � Gcaim „i l��umGer 0207105645 � • � � �� 5Q (J i"!:i 44'� � � � � t_ � �s�,suaourc ui � � _ l �� � O.P.R.iC.T. � 1 „',��y. � � - - � ,�� �l :'� � � / `�� I � � � � ��.. .: 14 ` � l �� , � i r � $_i:�, f 1. �' L ol 2 � '•, i � s. � , , .,. _ ,--.r�- -x _,, . . _ -- .. <, � : -r:-. a -,� �.-a, , . f � ( / \ \ , ," `. ... jli , f3(OC,•i: f � I � �5 r � a , r a�� � w . . . � a �o .�.,.,� ' ` S% , , ��� � l . r� �i� 1 STA643•48b51 � C � rf. � - --...... __.. �F�j _.r.�� __.._ _ .. . , � w_ � MUrt�U��o _ „",�, � / ze9Dr�r 1 �' , ,..�.�.ibTJ�t.tf�;�--�. , ,'��'i rTH1 � �. �� � _ . � � r �� � � � _ �' - f.� F� Vo1. 3f�8-�.Pg .3fi � p :�(� Vol.3Bp•R.Pv 36 � � ��� � , ��� � �� �-�c"� S�D�k A�� i , � � 1�1;.•�l ; �. j� � � � �� 4 �_ �t:i;.:�C��� ��97� _m_.��.Lr.r... _ _w_ �-�5•�" i98.0i� _p,r,z.�,�._. _.____ _ _ _ .- I 35•ISJI � l��.l ���,�5� � �,' � �� ��� , l ��-_� �r,�.srr-iau.,�.r - ---- - � I *U�r`.[.l1/` f i���t,� '��o- <4: t. --.�.,,._...,. .. .� SO(73J._. .�......__.._.. ......._.�.._.. _.., , , , _ _ - �' - - � , ,�, \ . _ NS A'oU � �/ " ., t \ � '-.-� _ ��'t� J . .� i , _, 7 ...�..-_-.�.�-. �' <. '�'�' J�S.z4f. _ ` - - - - - - - 2 9.s3 L�A7 ti�' ` luf�i3 �,` i.. � /I• r s r � TH1��t.r-��JS � -� ��.....�.�.-..�.-._ r.s:�-t� - -- Rp , _ I _. _ _ ) �r `�iS�;�t T ,.- - - - - - - - - - -Lof 7 - - - q'` 2� ewtar,c �ac l.ol ,: , � --.._.'_ �� PROP ;� �nA'i° , - �.A��•-..�.�. ��-:.�. � OSE ��V(1(i!6'� 3J��i�� � -� ( - _ (�1� r' ----------------- --------- - _ , '7 � � •`;� , J � ` 1.n1 �l i � X"': r � -- h'd.3't�.�t5•E 37l,gF' ..-••-••-.. �=t��� O�EXIS'fING R yy`__'-_.- �_!-...�,.a ...�_ _,��i�,�.. / �`�`r�i� --����'(JH`�' r �{�� . Blat 2 ,�i >;s`�r"�'t7Aa�cT»f -------- N89'l9�''+i� _ `•, ,. ` ,- ° . � _,._ ._y� . �''� I� �;� ���'rRi'_-•-•`:_SQ2."5fi'/6i3' 391,4Y j, `f, ��� , �'� '�� ,, \ �,.� -�-- -t4.c�r- - � _ � �.r1!';' I �,^,'�'�}F ' `a- � � � I` . . . � PROPOSE R W ° , , 'i IC' Ui �8.�'4t .. , L �: \ o SdOlf Cf T(',.COS � �`� � '- - -h�f1•fi�`/�f(i'/. .�.�,' , , rr � itt� ' � c}I � �i� D � �.. �. � C 16.c,�'1 ''<? P.4�_4 � E.?k;URkRIi� 1 / � ixoz�nnv �� � � �, ��" ".���..� � '�ii�'•�•• -_ C� �`�i.C,�. ' ,�.\'�t'7�i + �}�1.'�B :, .R +t�. LI2ik,a ,1� . so nfrco Eserr /. ��``� TH17 � �� � 'l'I��i'C15��Q �fi.U.6"' ° . . � . _ t, �f h�� � � r ., . , � ' ' i�p %.C.!-. � - Yc,'.655�. Pq.22t3 f / 1 L� � , � • , • � , � ,,-- .- _ � �n.T�.T. �"� i � �l „-�/5"fiv'i):>' �21 Z��.644��2.i3 � 1 �4C��S� U�1i1A��LlI�� j .t� .. 13 !,�, � If'tf f t + ��� �,,oa ,�^yrso; �.. _. « _ . _ .- _ < .. __,. t . �, . / . - � .- .- ._ _ ... .... �._-"'� TH � Ir.3l. N� a.sr r � . � � ' 2r � �a5ro3.e� ; _'_ , ' X1SJING� -- ---- - ----- - - -- -- •-. �c� � , _ � � - - ::� .._.._.. - z �ir _ _ ., � � t a- ._..-.-- ••_--•— - - - - -. � � ;,` - .. . .-_ �-__� ,_. _, . , f RQl6� .L l _ _. _ . . . „ _ _._, _. . .. ST fi3 � 7 . \. . ., . _. _ . .i:�o,�� °'- � . j zd�;e �, i _..__. -,_ , � --��--p------ _ , roo �a ,� �� � � hCX1'.35'�5'V1 7��i1J1' �EX/5TlIYG 1^.3�' R.�.l�', _ _ «e�c � ._.__-_ _ _ . . �, . �. / � .. . � "'_--- ' � �- - ---_� . _._ - � '-- -d�F.MFK{=�!!FUT _----_ � �._,..�___.._....�__,.-_--_'_-'_. �._._.__..-�.-a-_,.....-..- � - ..,.._�-. � �. c . � .; .,. . / VOL 30P R .J6 _ ..-' - -.-._.-._T. _.�..- . . _ . , �-__ , , s � N . � Fk � ::,.i .. \\ � __ __ j s � F^ , / _ � ,`'` EXIS7ING WATER �� p�'�', � ���) � . > , }��- ,j� i - .._..,_ - . . _. � x: , � � . , _ _ s '/. - �� `� i _ . _ _ - - _ .. . _ . TO BE ABANOONEO 97.,9d , :-° ��_....____._-_�_� ..m.._�. ,. �,. .. - -- - -a- ._ _ � ,, , -- �DNFCiCT 159 - -- -- - - - - - � ��;�53 SO f 1. _ .. ''.,,i / . ' .. , . _. ..: � � �__ , 4 �----� _.. , . � o �,�;. _- ...__ ---.F..____�„�_� , . __ _ � _ , ._ .._...._ � Lc�s 1�h�ouUh fi,8lock 2 - - - I ':.-, , - �- / = _. _ ._ -- - - - . TH4Q7 � .,. '��i' i - ,��, � , ,r , � nri�� � '. , 1 . � � G � -�."" �_ --� � � � � i^ - - -- - --._ _ - � �� q � _.... � - - _ 1rh�'2L� 4 c;.� ...e�.._____.__,_._.� . _..,____. >>,�.. ._�.- - - - - -- y _. i � - � - --� ---- ..�n:l. � "_ '_ . __ _ � � � _ � � _ -_ . -r . _ .�-- / _i �-. v _' ,;. . ... . - "_- ..-.___. 1''i°' _. _ ___ '_ ..-.. __.'.._ ____.' _ ___ _ ' _ .�.. - - _ __'__: _.�-. ___ ' _ - ..__'_ __' .__'_ _..__ __ __ __ ' _ - -- , � ,, i <�,' � � I l � �„ __ _ - - , - - _ _ _ , - , jr, , ,. 1 -• - '� '{' i; :� ��� ( �. , ��,� ��: � , ,,. - � ��� ,, � . • �� - __ - � - , � , --_=-�}�•-•�-�•�• _=_���-•��-•�, �__� � -•�•-•- •--�•�• �•�•�•- -•�•�--- �•�•�•- -•�.•� � -�•�-�- �:�.�.�.� .�-- -•- - � , _ _ '� t . � , � - . . . . 1 "'� • •� ��i — � .`� ,. 'i. r , - - -- — ---•— —•— —•— -- -- 635+00 - _ -- - _ __ - - -- - - - -- -- - - -- _- - - -- - - -- _- _ — �� - -- - ` ' 'r ' r �. 6�0+pn - - , � -- - -_ -- - - -- -- -- ' S LO --- -- -- - _-- - ------ 64 --� -- -- — 5e�� P�.,.�p,, 6�Oqd � --, j � � ! �� � _. _ _ I _ _ . _ .._ _ - _ _ _ _ � _ _ — _ _'. __ -- ._"". _ . _ " - — UTIUTY � -7- � , � � .. � . � I �� BASE LINE �.�( t i!�- ����if ��61��f f� t,,, �,, „� - �--�- _ �. _� . �, �. _/ ; 7 !( (�/ if `7` � �.i f _ �-_- �1P!:�r�i ('la�rti�F C�il�� . .ta.asrt�ir , �-- -- - � --.. _. ... ( _�SJ� t l f I 4�%_., _ _l.�1,�, �� 1 �--`--� - - -- ---- - _ , - I �11r 1 c 1e;, � � (n �7!(i -- � . , ..�, .__:_� ._ __ . _ -..-- �. -_ . ,. " %Gri�( - �LrA.i:J� l�'ih'il.i �f�%�i`Z 5 Q!'[1.F1�C/I`��i/ . ...,�%�tft�l� i _ ( d _ _ __ .._ . _ _ _-___. . � (. . � � �C , _ ll _ .= ___� _.._ ^-._•---f^ _ - � _ . .: _ - , .,. . _ 4 _ . „__._...._..._.�..��...... . .: ...__...._ _ - , . �-- ,� �,. - - ---- ` . - -� - I r rsi�: r ' � � i ,�r rfNi` T I !f 57' 2f 2t.1 � �i1,?_7 5 f30' 17' C)6' E � f70.�&' ---] _ _P.�-�------- �.`v'�?�'tAB�.� R.t�.4°i.) _.�- . �S'� 1,� --W��="�'_" �-��`z �r�-- � �.�iis i�: ---- r �z �. ��/.'. �. • • - . . .L'. . ��?-l'0 'A' lflr Ik C(NC �_� ' - " i j HY�Q? 9°IS �S k , Hh -� d�l X �� � � { , i > c �+�-_ `� �� �� {x. �� � �,`� c� �4 0 �_.. " i , �.� i ' � I . : ., � � d�l t i1r. 13� �tl�e7k � G�av, 5-u�last s; Ir+� :��ai�,� �nrf o� 1 ert N'tr.'�r� G__ ; V[U. 7-`J8 9� Fq. `SS' f'.R J.7. d�l ���,,,���i n���� _--�� __-_ -_— .--s'r%L'�t- P4A`Q!� . _. -r�-- _._. _'_.._�_ �..-r.. _�..'._ .'_..._.-,..�-- ---�'_'�-� ---_ . -.- ..._ . . -._ - . _ . ., -..._ _ _. . _ _.. .�s._. �,-- , _ .. ____..... ' .. � -�� .-_`_- �l�1�1�T7 F �� ' . R��� . - .. � ] �---�._... - _ .. . _.. _ . - � - o ��.� �._^-'_'„' ��a �nJ, _ . -- - --_ - - �.�.7.c..�, _.---- --=-Y--=`--`- - -- - - _.�--� - �--- ; - -----.--- _ _--_ _ .- . - d�-.--- . _.. _,< -. ---_ 6�..""a`�---� „ _ _ .._-•_,M2 ,•_' _°b'���'. T_"_"_ , �. lalul _ . .. ._ . - w2�_.._ . _ `W2 f . _ . . _ W?- . .-_ . . _ .w� .. _ . _ .��Lyt' ��l;L _ ... ±I ... . _ . , . _..-.. ----�---T---A--"'� --....- - _-_. _..,-e.,_ to i,� �7 >o Pai�od A Poriian of Block 2 �i Great Southwest lndustrial Park iof Fort Worth - GS.0 Mark- N Combs Penslon_JrnesfineN Fund.LTD. - Vol.13069,Pg.290 DR.T.C.T. ��� �� �� ��l��_y :a ��' � �� �-��� I I f L.' �' (�:1 . ' ^GJ(l7 { . Ir-lu � �1 ' I �Ol�l: �r f �. �t k'�'urth [ �L' I�e�rl �'N l�al.3�t�1 r I'���t; f'I�J1 r: nQN �a�� - • ---- `-- TH19 PIPELINE _ i =,w ,. _� , �..i� ' � r _ - W2 - ' -- � 'W �— 2 ic =u`�- wz- ---w2 - z-- , ;�� r ! _ ., .. -;� � xrSr�HG ���5�� r,�a,4r°, TH19A WATER .� ITH196 WASTE WATER � `, j TH,18 PIPELWE ; /` _ _...__.. ..--- ...��_._-.__. __._. _ _ f=1 �� tiwo2{ dwo� o�r,�o� �, -, r,� � A Portlon of Block 2 � Great South,vesl lndustriol Pork of Fort Worth - G.S.C. Mork N � to Westmoor Building.a Nebrosko General Partnership. � Vo1.9157.Pg.660 � OR.T.C.T. � ,�.� ---�j,: __ I I �� .:li;: i`, (;J �♦ € ( ilC r' .!,i t;ii �C �If , a t.f lli.�U`,�� ii�; ' m� ! ur t V;'orth C.; �:. d4r�rk j Vul. 38D-161, I'g. %5 � F'.N.7I-'J : j - - � -. � =� � - , �7 li,���� I � � a�o�-� 67f� 6-fii' I .� �. ;! -- •. a r�u �t,�, ,:�,, �e I ;rhi� �� ttrl oaiw. n �(���° �%, � . -0 �l r ' . , - _- _ - _. ,- i _ _ �i ; - ; ,� 9 \;r; �_. , a � ` �>� (����>�l � fiP^���� t� , . 1t� ��� � � ; � . � ��\ 'C` �l t� �,. , �d�`,t41� .;� � ', s t' �. � � ,i.�r'�' �: i�t , � I � a �i COIhiY Cqli. S(Ci. ,10! 1f�y.�q. rw�awrr 000e u o9s �•eso 4 � � °�` � � �a � ; � � • � _ ! :, � � W , � � � G� r_ ,. � � 17r,; I � ru� t i � �� ii4, 1 . � �� � _ � - � . �� � '�;�lJ � �'4 yi �f� i� �� ;�•IIZE/>1If�'�;g.�r++-�_' � � _ , ... - �V ��e� I�7,t� Tl- FJ7h i G��UOh�, �V./«�.i.JV l.�o � c � � � .;f''fJi4� I�UL!l 9 � � ",1,;F I�:l � ., ����`��4�SJ5(� D.�7T.(..1. PROPOSED WASTE WATER � . �. ' , �� � ••,� ,s �. � � i r '� �,� _ LICT 82 '�-� 1., c ,� � . �, ,� , '' � ic�� �.� ' 12r� f,;i S4 f�r�, CONF , . �� 1` "lJ � ��; ,� ; l,!nr iln�iC.l ' . �- y : �� \\ YCi. `. � �C,l�•,. 't, ��� - � �'GA 1,S�rl�i� . , i �, �'..��' ` i � � �`• ` � , ��. "! �y �'AIiCL:1. � �� 4aP ' f ' '-�, `�� � � � . • � � 1 ,�. 1 . 7.! 1 .1 � i � - r s =f�,� �%F7'��.�`2 �. ` % � t� i �f'.. 1 / � Y� 1 ` �)�\-' ,s'S �-c + .h1I.F>f�' RI. � `. , '<< `' � ( � �•�j ' . •-j. • �•�. _ 1 r RI�C c C... 1 p �� �\ C r� K 5� ) ���.'���"�" !�'fCll' dDL � i; Pir L r L E t�!. T P i i';,� LLC f 3 t. [ � T�Fc � r'- '�,,F ���'rC�'L 4A) e 4n[�r ���c i� �,����,r,,:,n j � � ^���. ...�:c 1 � � r.: . ?�r :., -+7E � ,�" � • (f.PIfJ An' c,.._ . ��i Ja nl Dc;,' ., _ - ON 1� t�.T. 9. �`� 0. rrrr j t ���):.. . f'/tR(,��1. 3) .�F.RTr,. . \ � O � `� •�r,` 1��,. 9 J€ � � • /�fRyJf$ ' �'�., f � P��p Q�•��'���Ifi' /!/ CLI. �8- ft'1s°5i:�� �`\ I - � � � ,.� �J � r5 � � � Rj�,• .�� .� � s'9�'.i��! r��. , I �•--_._ ' �- _ �g y� . r , .._ -- r _ �_. f � t `�__ $ ► � • L JF?� u .. � � � -- - w �� •,r/ RIM=624.55' 'lii�-� �`�� .. ` � , 0� n/ � \ E: .. -_,.. � � ... � `�,x'� 2'�`'G?• �„�` ' � ,i r . o-,_: ._._. . I\�._ ` �� ' M��R � "��.-E 1�V�fi ��7� '.. \' ¢}�.�..� �� r w , -�. � ; �Xl ' � �. ` 6 `jr ' _ � � ; , . , . , . - . � '� � 1 �.. ), ••=T ; � r �q.h, . . .'.' �� j i _. -_ � �,,._.... .. { � � �� , 5 :�g' cv,.� � / �. ; � w , � _ —� , �, ' t � �ti - �+��,�t. � T « � Es r � t !1J � _�-.a ��� i � i pr�t. r<r , ._ .. ^`a, .. - � � ..._ `) jI!r /P-)/��F ^(7 I . „ r � \ � � ~1 ��� �I � t' VI I Vt �I �l�`��I � �' � � ' ., ., � fi (��it..� v � � •- ��� �,��� (�-� ry.r t f mbr n�:� �,, J�� ' -.. , � ;:�. ' `- :�,. `�,�� �I { � I _ )/ '. . ��� �- �� 'FLTk� i R% � '.} x„ � ' . � / M1 �� ( i��� ���� .� ���� {1 i.��1/ i7��1 1a�1' � � .,.� (� 1/- �.���(Ji�� � _ - , . - q - / -_- ;•. � -., �� �-,, -= � 1 � f �� `�\ rF ". . _ 7:'S/'f/ � '. ' / ; � \_ �'- � �q rh'r7 1 }...._ Jc:'.l ` J P 7S � �j—� 1 L} _F � 1 ''.' .. � � ! F- � � ' `� � "• I ! �� '� �' ��. �'�`` �.,``l _' ` i/2�:, � _ = f f'.�, � - ..� -.,, � _. { '�...e. . �� �' _ ' i ` .._ _ _ --_ � �t ' � " t _ a `�' i � -- � \ " ..' `t ` EXISTING WASTE WATER � + t� ,._� ;,� � � ,J _ : � p '� -- �a _ �' ��°, '�• y ,„ • �___�` � - CON ---- 1�r'3 �r> � _ � -� � , '� ' �.� _ � - . .. , � -. _ - "'-�.t. � - - � 1 ; �a- •. . -- ~ _ _ - > 1 _ UCT ` , � .� � E �- _ -- ' - �.,�,__-- _„ bf t jf; ? r �-._ I ,, � � ' _ ' ' -"„- ---13id;1/;`h nl l�lt�/R�1 ,t 1➢ '1�1� tr ; ,t - , .' . - . � 1 �. ^�`. i j � _ .� _`---. _ � F'.t� f t �. .. - - ---� .. � -. - .e � �� '�,� j j '�If!It n i t x�,' -- - ...._._,.�._. _ _. - - - ___ _ _ z..._. .. _ _ _._. � _e . . .-� �._ --� + i 1'nt M1'; n? Fa, �: ._ v�--• a.�..---- -- �� ,. _�..' _ - - -�-. �� '�,, ,� f t).�i.7 !'1 � -Y__ .._._ __ _..._- - -.:.. 1 �, � - i � � , �_ , , � iQ�� i 8 3 � 1� ; �� �: __ �::>f�( �' f'� ; , 90 �� j8a� . _ .. _ _� - _ �. _, � ._� � �__ - _ 1-� �1 : .; ; , . v � f �... . — �'`. �'� a i' � - - 1 � � �i �� � � _ •---1--1------ --r-.,•—•---r.--y ------•1--- -----�—•—•----T--•—•—•—�-- --•--T------•— �---•—• -- �—=— ---� �; --•T------• --_._.—•-T -------7-- ` � � � � � , ��. . �665+00 �; 670+00 - " �� 675+00 ', � : ? - - ,,,�r '� T - ��'� i ;V _ - �'' /:��)LP 1+ TI UTIUTY - ,�-�' '-� � \ �� i � BASE LINE - - � f ��.��� l-l���l,iti� ��� � � ��" �� �,�1tVV������_ I�.l.�.��.� _. .j �, 1 � _ �� Culve� t _ ' _ � � � ' ' ' • \ i - _. , -� : ,'; .%. 51Q�I�A ' �9 9g az� \ � � Q � ` `_ , I _ � N a ��J" �-;� +;� � � � � -- _ _ . ' E a ���3.��f a +��'_� ; i _ _ -= ' - � � , _ ��'" � ' Radrus � �29�5,�3 ` _�-> _�___ - - ` l.�r�ilh • ?1�.�5 �, � ��. : _ ,�� , , `" - -- J .. - , [Y:l,�tr - Pa� t11' FJ.�" 1f�1 -1, ` '_ , ,. , _., , ; ,_ _ . . c-�- , r. ,. ;?� -- `� - - � — -- , � _ � _ 1 ��, � f,�%� ,%� �. �-" �r� � � . �' 9 ."' �- _ _''"� -- � �� � " r�le cil � hr1� � � /' c�,��, �7ci. i ,t .,- � �.' O�Or�l`L��:i i l f. � ' C25.5 � � ��--�^ . - r � �'� �°,'�7 . _ P ; r; f.� �i`� s'r' �``�i I � �a� , �' � ' /•' _ ' _ 'j f �i �"!'' (,�,� :r, i _ . ,:. � a, ,. � � t r �1 `. .��� � �. _ " �'` � � .... . .... . . ' _ ' J ' , � , _. �i I � . , 7 .. > ..._ -. � i • f. ,� _' r , ��, ' � .. � f ` �, i� � �i � (1 (1t r� . . t, � ---- y , i' � ) �,ir� " �.-�� �;1``� ��j ����"�� b :in��v��� +'� � �:,;:� - �,, .., - ' ' t" ---- r-: �- ,,- �..-_ , •- a�'i p.q� . ; -- . a .= _ - _ - G,.��� - _ .. , . �f _..- �-.,� ._� � � " '- � - • ,- { -_v-�._._.. • � . _ �... - _ : -�_ __ � _ �.� • ' > ,, - • ._.__._.: - ._,� ._<� . .-. T__,. _ w,� - _ _---- �� _ _, � -"" - , .' . , .. //� ,� _ � s; v - 1 . , ,f' � � , 0 f., ' ,` �'/ , �� � _. j � --- � � � � �,i G r r�r �Z j `�'y `'�, i ' � 1 y( -� � fi i,�� � r �"L-"�•�• (<', � �� � -__. _`- --"-----�_ .. �s /: `,\ t,� i, f]lC1..� .. i.; i.t�: . „ �i�i ' '!/ - - -• - --•-- . ____ __-.______ �f� ,,,, > ... .. . �t ,_._.�. . >_'_'_ ... ,...__,,,.,,+e-..,__ �% ,% _ - : ' ��' �; / / l�J � � " . ._ _ _ ' __ — / �' c - -^ f y j j /,, / ' / . � ��\� . FH ij0 l�i i l7 L(OSS�( i�'L.$1 �V � �` o f - r _ i f� F' r��b.rtSlldt /A�87 , /�, - --F � _ `;�.-•� �����1 ��,� f,34,1 � r ( '/, l � / ��, `:` � 1�1�7f,7. ci ' j � � �l�l � /, ,.. ` � \ �� '� ,�_1=_ / p �<'`g ,/ ,/�' ' .�' .i = i'� ti ' /_ (j'''[ `7 SGI( /(O(IIA► MtO�(CI Iq, � � � ,�'� � � ! � �� �l �.�+ � �'� � ' �/ ��� � ,�� ` 0 5D t0U 15(l � � �..n wn � ? ��' � / j � �' ' .' ''I � .7i'e�� � d-- . _ � ..--: �-- _ -, 6 t[x�b 7� i � �� � +��n oowrr tahr. stcr. ,�oe �rr.No. a /- � � / i �� _Ci! C i,! ( I�'�1 � a�.�a r � � �� �� ��� ��' tv-.. ., oF Co�etrac'�n ��,, �' I TTA TARftANI ODpB M 093 1•820 � r , � i r f:irb � It 1;. '�i� �'' , - i , i � i�'i .� ,_ '/i_ 'r/�'/� /'�'i l l�)'� _ - — � � - -' � � ; - �, �, � ���.., ... - � � . _.._.._ .. . __.,_. ` � .. . . . .._ . . . . . . _.._. _ . _.._ .. � �._. _ . ' r � . ..... ..-..,.. ... ..' '. _ ..._. . . ..-- r �... �! � . _. ._ _... .. . - _�,�- .. .. , i ; ; ('7 il' {`� �Ix)�lt� s� 1�1'_ _... �/,`' r, � �''.Af'f1�1 lkt�r'l --•- ( `-f�� ,�� �`nS,�Jf�€t r�� ii�r! �i��i:i, I � ' �o, �. �� � PA�i �L �6 _ J t :'i, � � i �r T� �,'r�f/ �.,, �� (1.J , t l.,: I f '�' i.f, fi( rl rin,lt'� ]�roc1 _5 _-.- i � ! L c v,: /�.>� i � � or �r`.' �, ��r�l� E(,f �> � EPROPO ED ASTE WATER � "7LJ� ct 3-d-`�G c- r� Q � `' � � P � ''��i �:CONFLI T �8� c n. ,�� Fnr.-. � i �=��1�`� r;�,r� - !! ���� � � 4_� - ��_� c, ���� � r Tl�- R�,N� Ra�� � t'.r�/rt�ni rc:,nco�ion �' �_1 � i,._ t '. J i o � F f� i� �. f� �� � " i � c �irF ,:,C v� .. �_._ .___ I �� � > � � ` t � � �.� �fl,�:,i� I OL�� f3.I �: ' � o '_ alPe!r'!F _ .. r u� r r Mtn< Ciz�i t'/iil : � l:ii�-Isia _-""'� ,�i r!f3 `!. t h Ruih f ow aat�on t zra.r,�, --. k _ f?cu :l�.k:� i� i��-r U<v-.dlii3. T.� ��li..`..' � ;: -�-_.�....-�,.�. �. a.�-,_�.- W ���%.11.� , r C..4��. �,1(�E %�JI G.'� i�.C.T. �._:F. E s4 LT i'CiM 1��/4�8 /1/_S! ' � q �i i 77 %1) `�� � l J.r,;' ) F�' F�IC ;J' ,': _n.r.i .C.l . ?y fiP{� �711 a'$ f�.%t,7.('.T, !>. � . �. �;� ('l{ !�! 9ii1 (1;,"!I) �Dl, � ,�C� ..��'f76 :'.. Pdfr f ( � a :! ! � U,' /!1/ lf3Etri. l �, �� i. - .i. c. �� � h� ��1 / l�F '� l 51 �� � irt?':� 1 if 7)t.4 .° �I fi�itll! .41k + ,: , - :� ., , � . � � I 1�')tG,r . rt � i 5 E. 7 v� l �» i.!•1 bl !!r 1D �; �4 9£iY 1F1�3 �'i�. ;; 4��� r. t�:��p ,-. � 2i'o� 5 5:_ t 7i 1 ) ` =' "' �' � .-` ' � � l !f L� A�c +' #;rG�h` a.Gi ti'e �� t� r e�� ��.;; 9 r 7 �' 1 ' J� _ 7. i �� ��'-��i ��, � �� �„'' f::[ �D7 � AF3�'�1 !E?1 _ . . �, Y [�r i�Z7, �Bt lf1�G'fl�' fli; ft d�l ��' � SbJ�r � 24�7� i �� ji� .. �_ ._ .� ��C�� C`I�h%il.' �����_- , � P (��D ltJl r � rr r 1 � � Y,,,,-�..� nF�i:;n� ���t{`f���t'� S�I<<�fl.,��! � �� ,:�� i.,t'( 1+),'. 21 ���,� If�,� �� ,�, S8rL5'�Frf.' rtJfi,�5� k � � � � , C� t� , _ _ i7� 7•�r / i 1� ' �'t? [..�v /1' `z �r, �., r � io� � �'>) . � ?�o,. . ....,..._ �'.,�..�ln_.•'�"� ��mt�• . _ 5� ! f�� .��a.�i.�f` � 1 7-.S��17 ��,A� J �%1't% �c .�/l�.l�` T. G,0�7,r-� '� �+ l �7� i'l�f r) _�- � T t ��6in.� � _ ..�........... �.._.._.;.. - 1 � ^' iJ� ���.� _ ..�. ...�.................... --� �'�— •�- �.-...— — � / ��!'CE55 t�'A4�iC. !,l rl_ '^ % � t, i j�r���sSE�-. ,• :'S:IT° n �-. ,+q asc. � ,�j?--. "`��i 1�_, a� t�``" t� PRQP9�ED .R9VY t �' cr r,� ^�� j YaF�1� sl�r. '§,1 L. . . _ z"d_ •..r�.. ,e?� ii�:i----•w+wL. �C's3,:':�.....,...,fJs�r.�,....� ., w ..�.���...�. �„�..�..�..�.._.in . .;/.1/;/��,�. �, S,�a. .i� i l � ";vL��. v I . , .._ . � � . . . �•' �. .c,; �j�.�, ,(i.,-._--�� — � �tl n r' ' w......�......�. ,� � fai -..�'•� ..�..� ,�i�.=,.. � �IM�627.98' . F r , • r � 2 i � i ,.� � ��,�' ..�.. . • SFri � i - _ _ x _ � i�, r�,,.nn,s�_.:;r y��ri ' � ,�E .. ,i, " a{: � .cri ��r - n� rrrn-r,�9 Jef�w............,.... ...::..w. - •. � ... � ` '„a _••- -;:� < [ _ t ; f".1' F � .�...... .. !{ t )_ I+�� • � . �, � il.. ; � � h t,� n n-lri ,� �A� 9 • ' - . t4 ��, �+' _, �' . - `j` c� _ ,�_ ., • 6" "� "-�l.-. �-'sl�: . �.... � �`itti�'-- / -, ! ' ^ ' l t, ; rR.. 5.�. n.�7.7.C.�. SOSJLS°i6� \tt1%` . . ..�......� •� �""••„ . it � � u a �- , {, j .� � �� / _ �. .8 g„ 7 � 1a�DT`IZ'r , _ I . - ^' ' ,� �,_ > � _ _ _ ` f�" � � _ __ ' _a ...�. �;.- + `n � E S NG ROW ' ��_u h _%,i�i.�.�'_ - .. �:. � j fr: - , . .. . J _ rl , � r . .Fr i�; r�t� .. .; ry ,Fil7�.XIS� I_ 1 -- k �� _r.-� p ){� �r r a �Ilt:'(� 1^�.C"�.1� ft�,'��'e ..--F' XI TI I j, �X'„q � i , '��t.'�n°I � I Fr s R .�` ��5 -- 6 {.CW j ' � "_-. 1 ' ��c.7iJ.'p�'t� j�.45. .)� `��.i7.,�:_� S� .- ��<� � ..• .F'�.l a �V1E.U.T 1'Y j��.7'1 I �..�� . �....�.�.._. ,._.-,_ ___-..�� Dr� ._' . .-.rz ..... __,.�.L�(C_ � .n. . _,.n,- � -. ...��__,_ tr4C , ._.,a._.� �- '' �� . � vz � n�- r_--� .... _..__� 7�7q-••y�}��f �8a V __ .._ ".--`.. 4A`ip�{ln,7j'a.�='__ ��. -.,_ � r � � __' _-_'_ �'__..—_ `_-� -..�-�--e_.-___.... -i��� i G �i . _. . S s�Ur�P ..� � � � .— _ , . ._ _ ...,_. _ . _..�. -.,_.._ ��..�_ �4' P. 2�„�;y __.-�-• j =-h:rF�, _. __... -�"`� 15' PVC e rE�r c�� r. ; vf n �, �� / � -_ -.�._.. ` r� FL INV•617.91' FL INV•617.84' � u _„ :�, . _�o�..4i�5 , �y- �N 615.68' J • -_. �.. . _ a. �.. 1 � �. r c , .r..� ----_ ____.�,-. __._ ._ _ . _.. - --T- - _ _ � _,.,..�_.._._--- , j _�_.,_,.�.:� �-_-_._._ :.. _ - .... - ��T ` - �n• _._r...� .,_._ . --.�-._._ o� ,.�..r. . , V� f j ..e-..-_.i,._.. ,-_ . _ _ _ _.. . . -, ._ .- . __--..-_ � -.� �__ _-,_ - . _ . .,:_, .: _ _ ` � , " .ilfil'C itit ltX4-'S �� d .a-_..�__ _._._____ _ .-_----__ _ �� - -, . -- , _.-..,��..�..- .�._.�_�._...._... _" ll'LVERT- . - ' ^� +�4'.3i':9 ='r+71�] 4 -- � .. __ . , , �LEV 618.7D ._. 31 fi� SC) `7 F�s'� , ..,..n.--.�-.�-.�.,. ,_ _ . ��-=7.�.. � __ �� .. _ _ ?( C �, ..___�._ __/.att l,a.. ! r --_--�,,..,.�.._.. . . - -_,..�___,.. ___. ..� ,. ,,�, S1oIC U 1 t xns . _ � -. . , �µ _. _ _._._.._._.._.__, ; �'.5 7I S(1.�'7. }+t! 3i � r'{� /';? 5 �� - � - 3� r5!a Sc� F� T_�_ _� !3 _. . ..�,e. fy�c�=f--��.f'T».. , � ___.-_.___ . _-_ -.._ _ . . ,_ .. . � ._ . ___. _.� �v _ -. . -- �s ��r - ._. __ _ --� re__ .__ STIN A T TE - _ -_ _ �__. --�Jr�-v .f, _�_ .�.__ _. ___,._ _v XI G W S E WA R� . _ � . t��nc�t' _d�r , �,r,�rrct'� �'r���rir�, Ara�'?h,.LT'�`+, TO BE ABANDONEO �� , +`[��l.0 �.�� L T L>, 's'` - j- t� r � !-) j ; � '� r ,�� r+*tr,,�. �- �7 .{� ���6; �'� ( _ ../ r/� � J CONfUCT 82 �, � �,.;i 'rh5r�l .'h;rltl r lJ��'1�1l�%'7+�•./ a-� fit� s � .. �/! l�'� l�( 1 f �F v�L� !! -- - . .. -i i :l! i;'J � ,?�;' ' ' _i �j�.F li . -. i � i`,� _�.__.._ .:-z..__r._>_� -.t�.�—�--_�_._.�.�.._--�-- - �.�_ -_..�. ,.._._ ..-._. ._., , -�..,-.- __ �..__ _ .,__- -. , .� �.�_ . . ..___... __ ._._._._. _ ..�.i ..--- - . _ _ _... 1°'.�'.�.f�,, . .. . i', r i � r� r.�, �, ,�� - • ---, _�T..=�--- r .. _ ,,.,_.�_-. --- - �--�--�- � i �,. �-;`, ,, ,,;� _ �:;_.�. . --� ���� �� �� ��`� � .: ;�.��.�r�) �0E Ev�-sa.,. - ._. _._... . . .._� _ -. , �... ._ ._. _ _.,___� ... < li � , ir � cA j ) tV�{'IA�Ji F I �, r.. �_ a r 7�,_. r�n ��� • _-. .... - - . ,� .. e��� _ _ .�._�___ ._- z .___., �. ..�- _ __, -- _ _„ �.. . , _ � � � . � .�� . � . � � � . J . � � � . � � � .�� . � . � . � � � . � � � . ' � � . � �' .� �� .. w� � s� • � � �� u� �-wi i rv1 � � . � � � � � . ` � � . � . � . � � � . � � � . � .�`� . � . � . � • . � . � � � � � � V � � . � . �� L� , /� � . _ . _.. 5 � _.v • - -- •—•—•—•—• --•--• - -. ,. ,._. _ ,•_•-_ . _.. � -----. ._. __ - �c,s _ ___�-.._, .__, . _ -� _s...____.�._. _. _ :... . ._... - - _ 1 �, __-_ --- ._... ___ . .__..- . ....� _.- , _. - _ _-� __.. _�. �_4f- -� -�-,- ..r.- _�.._ _-. __ _ ... -- �,t_..m-...,, n. _� _ , ,., _... - �- ,4_..��, '4'=-. .__, - _ _ -. _ _ v...___ -- _ � . ' _ _��,_ r ._ 9- ! �., . _ , ,. . _-- - - d U T IL I T Y ��.�._.�---""""' -, _�-�„�..,,,_.`_`. , -- �•__ :. , i BASE LINE � ����° !�Q` �j�� �'.�"" - � : -� ; . ���i.��.,�� �'�ll�����' ; -� : _ _ _ � - ,� -' �- ., �-- �-�- _._. . _ _ - __�s . _ . _ :_ - _ , _ � ��. _._�__.�_s 4 f_ ��Jy�' 5G L r - �:��.���E„/��..".. ' 1'JC.b r .J�., __ __ . . . _ - ._. . _ _ . .. ...... .. . . . . ... . . . . . _ ._ �...,..Y.______.'..__..'_„ _._. -__"_ _ ' _ _ ._ � � � " '. _ _ . _. .f � _.�_____-�. �--�- -- --, _. _---__----- ___. .� L INV 613. �_ _ ,.� a r _... � . _ . . . _ ,_ _ _ . _ - - - .� . __ . . --_ -�.. - r_ .. _ , _ _ _ �.�-..T �r ._.�... f - -. . . _ . � , _ , . `, � _ .- . . � .-.,. �. - -. . , , . � . . .. ._.. _. - _. , ; i , . - - - .. ._ - _ .. .._ _ � ._ . � . ;...., � . - _ �. . .� . .. �.�.. �.._„_ .._�-.� .. , . ._., . - , � - ,_ F.. �. . �- .- ,. .. �. ._,, . ,- ,_, �_ . ._ � . _ .. . _ _ _ _ . 53 - ---- - '. . ,-. _ _ _��.. t- �-- _ ,. _ . _ _ - . r . . �- ; ; � ' _ _ _ - - � � i - Stnie �t 7�£xas _- �a�� PiPE � _ _ � �� [}1Y.: ` �l(1��?lE�<<7'r FL INV=613.63' ' �,� l�. [}J'.Fi,l`I'.T, r,;o ;,u,,;.,; �� ' i <\t)7`1'0.3' , >, ". ;;�- _„ / �.. QYV _.-._ ... -�; �J 1 � � +����3�' -,t`j3�3 � ExiSTiNG R �, � ,. i . �J .. � ,.. - .. . � . .- - � , i ' EXISTING ROW _. . f,F , , � ) � � . ;��� �rrr�' �� o _ . . . � , � �..�.t) ,o� � ...,,_ ..�...:_... _. , _. i t 6l�r'{i I�'t`y�i� t'' `` 5�Iy �U � f , � r�)��' v. , .. , . . , .�v; , " �^c�6o c ..... . � . . r,, 1`J. f ..,.�< ; �, � { •,1;, ' . 1' . �7f�' !, � s � �� , r;, ; i,: t _i._ . Siob CFUS� I L Y �L r� .I, ( Qi ,F'. v� �? C.0 � 5�� t �} .7,� L�i; (; u� � e �__� ff rr � 1�, � ((_�o; Z� i G! ( IiOrFlzrn c':ra�.r;i/r.r I•'e'{ i.Cb.%�:i��a(: !:}�i?3% r.�; r.�.r. v,� Vi C7 h c� �� t,� �`i �� �i (iy r lc rL fQ)F' � «� Y\7 -��'.I 1 4 U `� � . t'ri n � i71 � ��i 1 o so i;,n j , . _ s<F�.r !�, "t i�r .. ..,_ _..-.'_. �.. . ....,_ .._.--. ( _.. _. _._ . . .. . .. �. _- ----_.. . � EIJrERFR15F "r'(. i_:�, lilf> �'l.'-'r'��;I��L"' r�,s _t {I."� COIMiY TTA fARRANT MMM. N0. �•BZD ...��; _.� ... .-�i,-�- ". , .��-: _' - . '. � ... . . . . .. e ��ic.. . -� . . __....__.... . _ _. ., ` . ., � � 1 ��� � � �� i��� � , � r. � fl 1., f ( r r L t,1, < ! l <' • l , r i � � f � i , � ' ` `� PA� /� lOd 2 ` ��NF�C ; �'.il.�:. " S(79J3' l.GL�G �l�r 'I. •7l'�� b'3: Uu%6 �'t !' �lQl'Uf.�a�, „� �av�i �r y � Vd.3S91�T.L�T�3/,; i o��,� i � ,�.� � , PAK1C�L G & 7 � L0+2R•lA b3�_�F' lI. '�1I,1) ,' /:Ij � ,, - �e�+� �.r� . � ` P 1 � _ . � sra� 69�1•79�n � � F.F�.Tf�. . _ , ` - ; 93'�. �' q P. j 2k0.4.r,• _ T ' '" , , � , _ . . _ .. .__� -ti..�.,.� F � V � � U71L T �'7 ` ,� � � � i 1 1 ., .,,_ , ` - l ,,,oc;i F .-kJ � �\ fl'�� .d���t�. � � ` , _.�' -� _ .__..�.�-...--.,_-..�.._.._..��. .. r� , i[�:. _. . .. . S� ciGr E . ir. ,.�. � �. W I , 0 t f �rlk �S (: �� . . I ' .' .� . . '�.I � � � S/v 17k� St fl. FS���_ .... . ,i.. � ` `� �� l U ( !�v R ,.�'�,� i � - • I F . .. _. ,.:, ,; : Y��-„ �-".-- .�� 7�.�9.��..�0 ' --- - i � . � i LO , E 1 ,� - . � � . ,L[�..'li�� i �y nFlr.�7. _ -.l � ��i 'i, ` F� lFga ,J _ - " i i f/Idi0SC01e) ' "'.__..� �S ' (/qf 10 � j �FtS�si!Ctt- ,. . � ! , SCO/C1 � `•1 f �� �' ` c. �.� ' P � .rc'.�. , --•r_ ` '� ,';1 �r:'I ?,'?: "i �� F - fl s � Sr.11�o�2� � L��'s rh i.+ � cf; �f !�lr::r: �; ; t � ,� .. ; � � � �,.,a.•,�' ,�r „-Ed �c�,: ��'n� �� $17d f 1+'1' +•`i � f GSSY( Cri �, i ' S. i .t <.� �� � ��i c� � ' � � ` - �1 nn, �P...ia.,?, ( "� f'fa5f / SC.'lTb'1 ! � � rt `' ir.� � Cd Q► t:. �, IAdQr } � h %. ( j, .�,� COD 6t SticiC:ll(;�l�i � �{��1 �>> , . ir,�ia 0' ZV) � i i / � � � (/pf 10 SG�WCI � \ � � r. ,: �� _ L.Of /.�OCk 5 1 ti� � �� ;�7 LP E� � z� W 6;.I �.C'_l �� ,' .�j.��� � (G � � e`��`�� � ` 4 � �` �V � � � � � � _ r l�/ �� '� � FassNCieeA'• i � �' � j ; � ; � ��� � i \f� i . . � tt 4 i W \ � '` � `;,: ;(f _� i! � , � �. - . _ •• 1 1 � � I � P I lon 2 � c', �� � � ,- ;,,, . , .�� � ? � � � i. - .,� � g va. 1 �� ;, � ,, ; , � � c �`�`>� � � , .7 � � , n��P+Q• !� .1 �_�, � �� l.Ur7.ft•:.'k �I .,tt� �,' � V' ��'f i , �� �� c;_ t � p a� '. G.T. � r ! _ , / C�l � ( , � ,/� ' � t. i ' s.� � �' C "' � f ) �' � ��, '� l iif; � � �; `r, ��! ��.�1�!; , q ' r�t;,,� F�_,v i n, � / � V-: � Q , � `,� l. %' - `� � � � w � _. . �� ._ _. . �� ; � � �ROPos�' vua'�rE SuArER: �� , �7 � � j • c., �, F � -�tn �, ` I f!i�i SO�l��'J �%r! i � ' ��� v <,� ,� �i:k �F1 ��� i:,� � iPV � _� _ _ � � f � ���. , ,� ;, i - Z`��N � � �6'� ., -. - " , �� � �,�<� � � � `�, �4•ezo.ta� � �__:�i � � i� .. .. ._ _,... _.. � , � �� ���_ �� � ,� v, � -� "� � ��,:. ,;, 1 � �>:_ � - �<: �s, � -r_�24�� P��--{'� �-�- --�-'r, _4� �', , t;; �;.., v� � Cr, r_�.... �. �-�� - - r o r, '.Fr4��_, �� �;A)• . �....�.. r.�.� ,.,. F� INV•SG16�6 �i.Cli' �� i � ° �n . (f.Np /v � i,zir � �., 6�� PVC>"""""�r � r.ti; �� � � p, �. . < <; i� . , r:.! � ` �» r ��o `� � F s � r .� C r n � - h �„i�' :1y. . , ,� . � , ,, r, IIIGi.E7, ` % --F-�--_ltaV•624.03' - - - �� � �:; �! F �i- {_ �_h �� F�fTi � �.:��� L. �+ � e� �Ll;7J ll� � h�dFi /�E%/1�r �� i � � � ,S l .L, ' �l,,.v.=.�;n1 x. �� fL��,�� �l..xi� � ��1�.' i'��a'�' � '� '`�j .t�.cr i� u`���, r1 � � � ,. St3ti211' ��'� � ��cr�ir rs��i. � �� � :,. �; � . � i � �� , .. ' -. � r�'�. �- - - Pt II Oxr , ti. _._ il.fl�11" � . .7 ..l . , I i 2�3.7:�� L��r � _;^� -�i, -f �� � 24' CLAY �3 il �� .nl � �Sl::h� ( � � .tlJ l /Tr F'�q. ; � 8 � PV� Povea PcrP�.r.n �� �,�.� � . kfNt627 98 � C�� -q= "--'' s�t ��L°` W!'�af�t� L���. � l cer, 7<. 9" i' ' FL INV•620.17 cn i - - ,�i�, � ��.n , I -...�..^. .,n_T_ , � .., � ��t �' , �� ' _ _ - .�. .. _. �,. ..__._ ._�- ___.� _ �. �1D}� �l,,,.�.� ^. � xr,V CL.iU.(�� .,/, i� -uj� ,{ r.'c ��:.,.-.�"' ;70 `� . ..in P., /Sio.. �h,ielF' I � _ .. _. I.IF_, �'C5 �r • - 17� , ,u>, � � ,f... . 4.� � � a�. - � - - - � �O17' c- t i � � t �� r� � ` ........� ir R i�ui� ;'�- � ' ' ` - - - r ..1. .. . _.._..._.._.._..�..__ _�i .-••_ .. � „ . . , f % ......�.y... ...� �«: ... � ' i� ; i.. _. : .. :�...�. - _ _ _. r G i . � ...,, _ . � cv.�i.",.. � �- �s•S�rn' �<� '.[ .2 a . _. . d. - � �-. - ._ `, �-F� _ c -. � 1- iti ic o 1rf ( e'� _'�` " _ . _ _ - . _. . . � _', _ . _ ,i t - ., ` , ,, . T . �. .,._ , . �,/: ► '� � � �;, , Z ! a �: ' j ._.__ . .. . , l �\; . '. osE 1 . :.. [ - ,- � r . '• .�.r 7 ����j F� ', -'� �f{! ... . �1. _ � � �rr{, r�:re4�> .. 1� �p ; t�- , ;L�. . . , _.- _ .- . _ _.. _ ..._ _. _. . , .. ..... _. . - . .... . - . - X�S ING QW.,�1� �� :ta1� �3t� > i , ...., , � :_ . . , �-E� : � E I� I�, , t _ _ ._ � � .,.,... ..�> '�1 ��t/C�.:1{ e�� i� � y-.,. .- 2�/ - - -f�.0 + --� -- -' � _ _ � � , .v _ .....�..._�-> � ' . _. . .�: �.. j 9U�'�1 _- • -- = ,.. � .,. p�, ; �, -,. - s _. .. „,r:� r � � �N _ , -; . - - . _ : , . ; _ �,�, _ : . �; _ , Cob..4 !d �" D � ,, Cy i� f; a'3 � , , � _ ,-, `-° - , .' � ,, r _ � � � � ...� � f ..:..__ _ ._F.,,_ �-<�•�� R�2^f����� ��r���i.sr f l RiM s2a.6a� � �r €�r -;:� . :.' �-' P. . . f 1,1r, .. . . .. ,_._ .. _ _...... _ _ . _.-,_. :. � �.. . ; . . . ,,�,rr � • . . ���rfr� nu� . � ... _ ,, . . _ FL�R7s✓�i5.68�_ ; �..._ .� __ _ --� ' 1 -__..�._��-. _ � - _•- _'_" �p , ���.� _. � � ��t�, T C�: � �� 'i.r t_7ii:, l;�lr( ,f. " •EXISTING WASaT�E�,�rW�,T R -- -���-- � `�� ` ,. �... . ._ _.._ .-,�. ,. � l( '� � �'.,, C���e�t/f+Y�l tlfJt d��1"^r� e ),TQ ��at���l.l�`�e��� Ei,�, � ,s f c$t �b��� �/?I;" ;_�f�'{ f%� ��'�% � �,.��l.iy � m� �. ' , f(r G11 ` Cil � �+ i , l 'r.tit f , rr+, � f f rnJ•t _., � � 7.;'ii t� lt � r d' �(�)"��.�J.�'� ,; , ''^ � � ���, rG� i .,, r'�ri F� :CONfLI�'C �5 ,s �' S � ;_ �� rr`�r�� �dx. r � ¢�,) C,3 ; , F .' _ � t�t rrt� b�«. . a , �� , t ., c.. v.:�. � .�_ -� .. -�1:�r - � � �ta _ _ .. „ ., I � ' . ' _n ..«_ _ ..-._.r.r=--- � .. :.- ... _,' :` .,� ` � --: _. . . � ._ . . - . _... _ . .. . _ . .." � °S � � . . _._. . -- - .. __..._.� . . � ,_..�. ..._ .. ._:.' ': _.��,�: ,_::; ..-_ __ .._ _ -_._ . - - -----�----- PRf1f'iJS�:I) Ft,�l.f,'�.t� � N �� �hr:; � ��.������..., �',�`J` � ' '� � PROPOSED WASTE WATER "` _..__. � p �,, ' ` , „e.; � ' . :r���� CONfUCT 84 _, _. _m�----��__ - - faC.��� L}�.h/�1f. E, i� '7 � �'3_- ...�..�.,_ - � : � ,. ,. , , r . � ��.r,� �.._.we..__.___ � ._ _� �. . _ . . ` ___ _ e.,. � ; - - � � _ . ,. _ �. . , . _ _ �t?�tr,-�l._'�_� � '�� �'�l�, _ �a � - - �_. _. _ _ _. _ . ._. _ --- - . ' ,��..:' .. .`:!c n1�^�G� h �� ICi,�)1F i.it�l,: i`!C?✓ICl5 �.�- <" f.W;i f/1 4 (.�1t �(� ft.;iL 11)7 ..,. �1 [ -t:£ L�.=- -. _._ _' _- � -- --- ----. <-- _ . . . _.. .,.. ... - _. ..-_., -. _ . . ' ._ __ .-..- -� � _ __ . .> __ � ��. .�-� � �. - ._.., ...-� --" ....:- i4. . .. _.c t �-. r j' � if(7_.`�' ! ,,.� _ ' � � �: : . . 7 . �; � -;1 , : � ,�f � r. f� _ � i (` • � (� t � _.. ._ _-. . _� . .- _' - -- - '- '- y _ i , � ��'M �..1�-i i.. .'k. a L _ � �� �f .. _ . . - �_.. ---- ��r�� r 7. �:oti V � . .. ,- . �-�- R-: � _ �- . . i „��� �� � r � � �4_'�i } � 1'e:A7�3� � `47,f �Y��'i� � 5 FL "�+�F"f r _� �'1���_ -----� _ i t7c ,- � - . ,._ ,,�- ._ ._ _--�---.._� _ _ _ -� -, _ . . . . _�_�_ .,-_ -�. � . ,� _. . _ _ _�_ . � � - - - �1.. . �� No. l,'2 _ .,.. . , � .__ --_ . _ _ _ > >... . .� r _ ._.. ._ ._ � --, _ . ,. -.,, . - . .. )_.r - �y i i = - -. --- .n.. .,..�_ . . ..... - .. � - j i f J!P`"/ '� �i � � � ,•`r�i �1 k_ 7 .., u _.. ...._ _ __�_� _. ._._.� � . � � }1l.)," )l�} i `� 3 _. , . _ �i ) ) l�l ��d � . . _ _. _ . __. _ ,�- , i , , s �. _ , _.. . ... -. : : , , . . -•-r----- -•------�--•-•-•--,---------T•-----•-•,-•-•-•-•-�•-•- - -.�_._._. .�.--------r---__ _•-.'r..'.- ��_ ---a.-_ --.__. ._. - . �-_ _. -_--i - - .- - r ._ .- -. - ,� . . . .�. . . . . . - - 695*00 � J � __ . _. . __ , _ . _ _ . __ t __. � .,_ . .. _r : -. �,. .. .. _ . v __ �_ 7a0+00 -__.. .�... . ,_ , _ 705+00 � „-_- UTILI Y EXISTING WASTE WATER ,�7� �� t �.0 � �e�- � BASE UNE ,r�,•, ,, it- `�; :- TO BF� A1�OONE � �rf i' t�� Il��l1� �i{/I1I �� ,,,,,;;� , �;s ��,1,�14,j�`�� � �:� i I � ������ Yr ;GO�If I 4 ' i �t��t��IY� �.•IJU�Y_1 ',�� _� ,_-.: _�_--__ --- fi: r � � . _ _ - �._ - _.,. _ ., ___.... _ ,f_: ..._ � ,., i t) �. -,-. _: _ .._, -.- � -.__ _ _ _ ; w _e. . . _. � -, ----�--�..T.�-._. ,_ ..__ .. a� ,- ._ _- j, �_ , , �, j�' --- ._�.t._�..�.�, ..-.. , ..__,_.��..___�...�__.,�..��-_ � . ...._r.. . . t..--_- _. _ �� d���� , r _ __ ... - ._ ---- - _, _... _ - . _� _ . _ .. - . _ . _ . ,� � � � _,_.�.. -�-�-- -�--_.__. .._-_-.�_, -� ...: _ err,F s c. � -�;, .���4� �� <<:�';C - �_,__�_ . _ � �--- _ . _ , ____.e= ..� __ _ .___ r__ _, �-, z , ; r es t,c� � �'� �� , a� i �, �, � �� 1&'-_ F�IPE. . . ._ . �_.:_=__ ���y,�� -- . _ . t��' � � �f:� '��' C�.. .r. i _ .sl � � . _ .. _ . � . _ . .. ,� � .�_-.-.--- FL IIJV 613.53 � RIN•624.03'- ---- �,r..... .� \. ( �EA S}f _ �i -. L �i1` S ? , i� t s,� � . . . � . . . . .. _ ,.. .-._ - -- , _ i - .. .. .. . .. ._ _-.. .. ... : _, >- .r. T ,� :�.: � .- _. � v: - : _ - F� o! . � r? � ., . , _ . E� ` 1 � r� n ��`�� . - `� � l , kc= � � ..� � � ;1 � 1� r�1s` �� 1 �'.i . ..:- , " � _: . , ;, � �,o �;« ;� , , F �' � � :, c . t7 .v. .� oc.;s - � W � � � s . .... _. . .; . ) .<<�� �-4,L 3 \� �� LG����� .. � .... ,a , ...( '} �l r�1 � C?'� C� E �� Dr� �.,.�� � oj�t ���� �� � I�.d1Q 5,.1,� �' kqFN'�,1. `i�� � - .f �_ �. �� .. ,� ..._ ::.H J f -T % � , -' � � ` h � ltFL I D \ . �:�. ��!3.� .� � -` ,.,` .p7��:S son � `�,S , ., �.r ,p �-7d� ploo 1 18�'��Ri�'C � � '`'o. y, ,� � _.... _ . S107F (i /� '6b - . �..,T I ���� aa?i `l.j�.'S!.%�t.� f . ��.1(- � \70'.�� _ ; :C,�fJii_��. i.i..�r' z�U fc.ef-:�•t;i�.'J7C� �n.�SS �� .,. �'�� .t- ._ - f, �f. FL INV=6i3.63' � c.��,- '--�_ _ Git: D20.._� �JC� 3'�i` "Qi i� -�17 �?� „ 'sG- " .� Pr�sn l � I ' ,zi ,, _- .. . . , � p;cu l.`t.i . l �"1 � � , C� f a; � ;rr i;rb •F r . U r ' q . _..�. ` 3 � \ �JT h �. 1 ,.��i � '•q,: � �v . `� � - i).{-.N.7 r,T. �'ii1i�� `� � � �,r, ;i i �,�� l.'x. L� �r i . LFo Lp`� n �R��c a L � 3�: P � �Gob�d 7r �ote- �, ��T��a, .:" rr-.. I. . '.I. J8 � �' � .\' �`,�'� . I � c�, •r. ,�u •.�,::.. iti� j y�., - _ -- � , �.� ..:an ,�y y � :..�S�r�r�,�'r __'G j� ` ^` � � � � i IFt'�rl�z� a 4�. ��1fp` ) J� � �„� 1'� - i m��-. :1�711t'la r"t�'J�I F;�1;�r. � ..-. ��v �� _��,o r,c ?v'; I��;� �, tif?i5!!'�iiy' ,il�f'J' ,s�� k'�1��.'�S��Q�.����N�: � �;t. `= . " :\ r f r ', �c.� �.� ; �,. ��r_ _ t. .....�.. �. ... � � t H� Iv_�l _.�" � :x . �i 7 rl � �SJ. 0^. ,t � �„i �. .,. ,.�!7L Y. � 7 . �.-. � - , ' ; , � : � j, f ( .veU Fur � t �,•')�. � � ,. ' � ... , , LP <� � \ �.i _. -___ ._._. r-,., - : . � :- �1 r� ic ss.e� ���`hT�� r6Fr r,r -., J _ . . . . � ,�.. . � ,c.:; � �' ._' _. a«c: .. ` • _.. •> .�. i��r/ �IiLI .,.�'lk`r � ��'�b9�t•�`Il`%��fili CJ.� � �/�� �,-.r ,.. f��j:'�tLt�iijy �F +, ��'f. �, ��. � y� c . �. �-n � o�� ���, � �� , 1 . -^ - � fi,%�� j � ,��- ' -� • = � �_� ;j . {- _ r i_� :�'r��- _ _ � c _ _. .. S U . y ��! ` nL�°v i /� `' � \ � ` k �' h. c�'1.. �t�r �.' c.`c .-,�P .. LF2T!'91 R� � t�� t ��� . LP - - . ' _ ' � � - � � � � L�� �p' �, � � � � '� =�-_- _ �- ,.: ��i�1 � I � ' 3 d _ j re�cc E tict �\`\ f�p� 5.5.�?h' �,LFc 5. . 3 �� �' . � %-.� ;..:i � �� ��.Ft�9.i^c -��7 �� � �' I _...� C.�. � s-�- o° I, owner: �� ,�`, _. � �h er.� c.� � i �,�, ll ND �[{r �t.: avne�: � i � _ _ MQrContllE PoCti7Ers LP. _1 , ts7 i '. (� T. � , . � j �,, I'� K1: r �� •,, - �r �. ; i ? -- OocwnentNumber 02 OI 585/ � e " ; u � Pock Pro r1Jes VII,LLC - �4 =-.` � ( � 57Ain1.sE_�� r, � I i � � ;� �_ ,� �� � t�,:, i � c �� 5'c�,,,�,�' ,. Document Numt�er?D208/3300'4, L� i,£ULt.k' `; � i OP.R.T.C.T. � % � r5r v: �,- / � ; E �� -- - - ' _ - 0_.P.R7�.C.T. l �_=�'""`�,' � � 1 , , � �: at.i # � 11 I ��i,-,; u_ � ' _ _ _ .. . - r. r frns;�.r ,Ar!_�1tl,n, � � i.. Y � ,i ,ti�'I1� l C,.'� ,,:"HfC(/'.0,'K ... .. ` - - --"�-' ..-_ _. _.�. . _ .... . . .__ _i _ + �.... � .i. , . �.,i .....__ • _-."„ ` . I , `� �__ .�____.--...- t � .� i " I / �'� �'! � i F � •e `�\ � � � d s - .".l � _ _ rf1 �1. +i 1C � - � � V � f' �` r �. %, r�� _.. ��%)�s, d ' �� l' �( c� �F � � cc.,: r,�o��, � r� � � � Po��= � � u' � �"`� � F'�F'il{,1�-(1 �,�it;",1: � F"���� l��l, E��� t ���3 '�,4irP���;� __ t �n �� <<"` i ��'�/ _ �rl. _�s.` Or" ��`�ij (t;�:`f l'l,�lt ' , .�t.�,�-',t. �__>- { � t. . �` *� � i � � �� j/_ f I,_ E . por� �.,, �� l� /(1,7 :r,. � (;� � ��., ,.... � ciot� , R � : I � � . , � ( 'i-(- ('! 1 � -�: I � , � � � c; � I - � �i � � - � ,� I �i r �' � �3 J,�r,� �; ( rr� . S ` � � _, _ _�.._ _ � 1 �.� � - i� � � 1 __.F'f _ �5�c� -i% ��� r l-,, ' � - J ' ' � 1 i ' i�j t (A01►0��41 pr � � �/r�l )!'ii�� i � � � „_ _� „_., _ (' � � r � ��. i_ : � , i � ( (("h /Iln _ , -; F�:� I��n:t:� �r;, J �� �-�� c �E r,����,,�, +�r� � , ' � ! r f;�,Cl � . � _� . _� i 1� , Z o,; i � � -1 � I- - � �E lr_;; <rer, esrrr �i r. s n�cn �• j, P <'n, c� � _ 1 ` � (�: , � �-� tW ( 7.5' JE ri r's nr„r, ; �, _ i;,� IiJ,filD,l 2 � �r�- � ,2 � , �, ; f I - - � a.�n surt rca�k v�o�cci Mo. ,�', �.,<`��. r a 3 / � - -� ( .' 1 � - � �<_, ?� xtf�.rr� ( ro� In� kl[: �:;i�: t �o Es�,^ , . ., � � � 'J �i i �S? I°'� � 6 50 100 I.�(� 6 rtxia a c; �� S�,Po ��, � � 1 I �-t-� • , 1 I / . ,_ _ . . . _ 4.� . .. .. .. �� :..,_ �4I1 �� ., �luf C����. j _ __ __ Z� � � �) � � � 5' t � a� q � i ��ut COWTY CONI. S(CI. �0! NtY.NO. I ,- � �-. -. . �.. .�ET.�i. - _ / � Z` i; 1_it Ir I l�l� I� 004hD. '..,`\ � � �q -I F'.1 �.l I.) , '� "+.. .. ( J -� � Sd '�Ic:, � ` � I I� ��' 1 ` . . _ �. � � , ' ; � � - - - - �- --- _ . . _ _- _ _ _... �. J , TiA iARRANi OODB N 09S I•820 � � ( -. ;� � � �� � � . . � . - . 1 f ,�;; - - . - . . . ._- _ •� -- I� I� i ) t - --.. � �) 3t :'�l -a `f �r+i s c � �t F t . .-. . ,.:�T,6 A :�,7.°: . - 2 S :' d�h�r At1,: PARi:EL �Ai � tBLG7h' A�L P�S�„£:l. AGI -- — ���'ir -r��. x- , r? � -t �� � �` f ti � ��(+� �, i�l�� , ` i IBH.(i� . . _ � � � ., (Ir:� l �.. _ � . � �'._ .. l) � .�i'. i - „ , ,: , r�.' ' ; I , _. _. ._ _ _ . . _ __.. .. i; __ �� �' � ; ... - -- _ ._._ _.._ _ _ _. r 1� .. .:�5fE1 � � `-� - _ ��� � i . .�5: '� � � � :.� ,: j ���r � ,! r ��,:! k _ , � � i�.r�r t� s«�;�nt,� � ; � � , �:,� 1 ,,, F � / � { � f.fl �-��t<<l�� % fi'�l,j � �i. �. l �J11r�?ill >> �l�r�/ (� � , 1�� � In' � � � � i�' E35`.3'Z�t! i + !)!.I.T� ,� .. � `[i C} i' I� i;'.ir�: J�i'� . � I _ , %lt � �� � ��� . .. �, F � Lo1 2 {�f"� ' { r { e_ ��� r{ � i � . � e �, _� , . , � " -, ,. fs � �f'� c, c r. r � F .. I Yr' + � ��,1? E �t ,. �- _ t -�^�_T sio:� \i - (:i),f� J ; h u�h Ra 1 L I'�r � l ; ur� �uiio� �'r � � ` `� ; ,�; l phCfl, 4'6' � ,, „ �; o � �� PROPOSEO WATER t� ._ .. ___--•- -• � {� ` r/ €%� �'�t� j��� 01L' t 4.J Pi �_... c P,rEt � ic t li�rct ,! iIEP ec1�� ..�--� '�'�-�- I �v r II' ; t kufh rou� dol�n:, CONfLIC�� �,�.�,,, E^; -- ki _ ¢ber���;xie� (ut.l.`+r�i �:, y , .----.�.,._ �._ - t t� �( �'/P, i_.'LU,'t G-;�OF!%E 751 ,�r.,... � '� �� t c> ll t� 1(�,i � � "'�� !.Ct 1� f2 �1G�1 ?; ,r,/�./.t.�l, � •� � _:� ... (i� f! k(il C.N.i...T. �,; �. a �; ; rt � c�r �r�i. ra=:,vt� s�p� c, � J c� r,istr'£t 5 � IA;se 1 Sf �u» ; .�,r� . ��'� � tc F., Si--.. ��i f/�_i�J.!�1 l�Ui�Ub'! ��1J1 ?.� � � �1��..�iJ�«Ig4�P.�1.:1� u �' ir�"' �A �7j� !': - : c f53f�7r -i a`!fs'.iC) 9 ��i ir?,(? �4rr_ r a--- :.: � ti i b. : � f ., o t r'.Ri'ES �fL�l � � i r-� : . � � � r �,' ` �. ,l,� .._. �, , << �; ,, � � �� � � � t � r� � �, �C7� r l�}1 F . �� . �r r, __ . . . , � � � ' � � ,c � � rt r r, ��r, r1_c_�r r.-r - 1._`_c"t""} .,1� .>r FF �. �. � /f.. 'I I, rl f'/�.� F! JJ (t 11� � 1F :ii)'i .AI%1 \` l i � r.� . ` 1 ' ��Ttri'IY'., ...�. ; .�<y sr..Lh;.;0.p1 'r,B5�ot;� _C. 51 r��� �,� li )�c>,''I r„ - �j ...,..�� �_ � .. ,-.._.._. -iit-••i�- - ��.._: `� _, � - �3� cr _ so . %/'(��ti.lf-YJy3�!J Ft.U.��'�li. �., s ;� � rc=', � � �� � � r _'� J RiM az�,o � �• � -•�j- -� _ � .��i� ^'P P ' � E��..C:.`? I.JC�FI�U_ IIA�f 1 ,.r [7 � 9 ',mr (O FULL OF �;4'FER . . . • � : � ] 7?Fi,� ( � = _ � t�, +.�,fr E � 4 -ftd— ;�— RO SED oR9� � : -��� a s � .� • � � � ''� ..,_ _ , t„ l. :.. ., . - . . . .- ---- . > .. . L _ y...,....,...,�. I � !��.i' � � r�-i, .. - ... �. . � �.i „. _... .. _ .. � . ! 1 � 1��1 ��'��. Cc ;J- _ . � ! � 7, �c: ' _ . „ � � t.', �j� ,... _y b� �-: � - � ; �� N _, p . •.�..�.�� �R�, .d.-.� .�.�.�.. �a ¢ j' � °k�.,. . ' — - � j � �' ` , NV�,61 7�' l�'�l LF� � c ��h� � � _ :� �\J .� L(���L�''.'T ��I�fti�, F .�'•� �� .._ .I,.,r� � . .. ._ _._ I. 1� c_5; �� 1 } - , �fS[! C t tt� G/. l,.Cr7 �T frl. !f ��'VUI �r,, rf . t'.'_ ;i' St!` ' t ' . ..j.',Y�L - � �-�' .� fJ g .1, -.J .;) ` � ... ,,; r��.: . �, ..� ,, „ _ .� .. � � -` ��` �' la - �.-.._.. z ��-'� n�"�,-`--' . r ;';, �,�. o . . .,.rr� �, � � � .._ v � : � , , A �r� � -- t�h� i . i,. .H. ,... .;��n�� � � c i it +�n. i.� ui.� � �� � - .., . , ,� - i � . . _. _._,...�� zua, .. • _ . .- �� c; �` . .. : � •�• i i�6i.�.A.� , .. ,r �., D2,�: �.: �r r.rr i �� � a}� , • i � �,.,U���,.�r1R1 �.' '�. , � _ " 1' c�> ._ .._._._..�.._- , _..., .. �. •`. . . + ',� • � _ , _c. ,. � � f � , 8. . - - 1 y •� � { � � .r; 1flt�f' _ . ,, , _ . w ' ;S . Q, . , _. . � .� . , _ . . _ .. . . .� . . �- . _ _ ..� 'iF�•C,�,,'y`.�-r'.�-�.�..._ � R•t^ �2,�' fj •j� ..�.. ,� .. t ... ., .. .. ! ,. EXISTING ROW j L)iln.i ,�` �rs ti�' .e � � ,�,'- � ,.......�_ � ,, � �{ � �z >�- �,. - , . , �, . . : ' s `c1. . �. - , , . `T�. � .,.3'j4• _.__ __;���c-- . , , � r � r� . « _ _ , ,_,____ . _,.. _ , .. _ ._, .. .. __ _..,._.._._. - . , ] _. ` -� ,.� '' ' � _.�___.�--_ __.�_.,. f - __ . : � , �....... pp %P� SC ? r-�.Zii, r f. -._� .. C � � _,�__..�.._._._.._------� -� --'.--'Y-'-'�.-•-�-.-._�__._ _ -e . -. - _ _. _ �d9"ZFI'SRW 714u9' � i"l !�1d� j•8�0 i?�Q,��' . . x,�,_r ._ � � - , _ � - ,> �;h� � .. . -_ _ ...�._a -. ei riFrr`c i` eF r - ,._.�. _... - ` --. ._._.__ � c :. -����_,_,.a._ t � F,. �s n °vi�.�.ri', ,�a, iis XiSQE ABANDONEQ. �"'j i: � ,e_ , � .-_e„ _.__._.�_ .y.... . ___. _ .._- - _. ___ __. - -.-�- - _ � -�..____.._�.E�_�..,.. ______.._ L :.r. _._ _ _.� . _-._`--- �- --_-..- . -�- - -- -- - �- �- - � _> tiicn. -�."'._ ..�' � � � � • 510+e � ! e.e:ati �g � ' - . ,..__ . : . . . -�' �. ' ,. ✓ . �.. ._..__. . . . . . .. _ t...;':r�•�. .._,. Vt�!.3i 4? T', �'!.a , � � ( � ,,_. .-.-�,.---. �„ -.. «. ._.__m�.-...,__._� ..._ � ... ,_ 3l.�1i/ `!��'1.'! ' . - - `� CONFL�CT 83 . �_� - � --_._ l3J� � 1 (, � ' - - � _._ .�.e..._.__,T : � f � _ �._M__- -�---�.._._.»�.. �.,._ -- _.r.._ � S,�Pz ear r�xT�, - - -. + ,, .. _.._. - � �,z �-�i�r___�._�..! ___..�_ .___a._ �Fi�i77 5�,%�T. yq,�3i�f°J�� _ ��... . ._ ..... �4�,�, �, r:_ t .__._ _�_ ._.._ F� - - .____..._ ,_ _.. . , ..._._9 � _% - - .T_n_. _...—. .Y.��.� .�.��._......__.__ _--_.__..�__v._�_ .� t.�,;�, t r, f� � d � � � L�1.�. L. (�, i��. �4f?.', L- fitli fif-ne�r t c� ��" j ti ,. • . �� ^ � "t , 1 F i� i r . R . , �. ) . / . _ . . . . _ � . i %_ / �� j I I% 1 . j .�..�;:.,fi?: >+ti�ilflA:C;T ()�'IL�t�i�17�'-4 d�? � r'?;; � r:..: F �'� ,��' {v f r � t�! 1_!�� � t/I/I. �l j P 1 l J I '�!�,e�f ,� .'.,. t:�:,'. r�...�,._ }�"i ,,�:. �. � -- .____-... ,�...---•-------------.....�.__..�----�---_,_. .�----��- -- --.._ .-..�..�___._.@.�......_.._...�...._._ _,----_-- . . .... ....... . .�.�,_..�-_ ._- _ . -- .. d,� , . ' I 1_J i /� /i L`�lf ll l'r"5! _ -,-_. '. -- -�— �--- r__ ' �9 .� ,� - _ - - . -_ ,.. , _ -..T -.-._ . ,--.•�- . , �i il`{ li i ,1.; 111; 1 �-, ,. _ _, , � �1 it -,_. _ � , _._ _ ._-. - _ - - �, 7 � � � '� ('�I��dA�-dl �. �, �(? , _ . --•—•�—•---•—��� ----._.._.-----•�---- — — , .._�._ �--�--�—..�.�.�._._:_.�t._._._.�.---y ----.� • - __ _ � .____m_._` _ _..... ..._. _ _._ .� _.-, t < r � �1r ���� �s•ee ! ;. � .., .. _ __� _ _ � � �'� :. � r � . . �._ •. _. __.T. •�w� ������• •�������• •�������/���������`����• ... . .— _ . _."...... • � • f -_--- - )Gy _ ...,._�--� t . . _..__. - -_ �_ .... _._.. _ - `�^' ----. .-�-.-.-�-�.--�-.a--_-.a-�o,,,--_.-.�_.�.�.e-.--------�-�--�-.._�-�_-.,-n .�-.__._-..� -e--�-...,.-r...., _ . .� :.-_---__ _-�.�._.,.�. a-.... �y.� . _ n .-. --�----.l.._—.,j-. ._ _ ., .�. __,. ._� _- _. - _ _ -., - _ .. � - . _-- -. ' - ---_- -'_ _ _ ! _. - -- _... _ .,�.�..-.h.--�-"�`� _ . �- _�--=`_ t UTIUTY _ . � . _ _ ---` �: �.- � BASE LINE �� � �i o �j C) � ��?_� � 4 - _ .. .... - _A-�-FT , fjf J�,� �j � �T � .- -` �� �L,�t4.J dVP �� 4 �_ � � .^__ . �.�..-.-,----"""_ --�_ �. _ .. ., s . _ --__--� _ - _._ _ . __, -. - _ , . F - - - • - . �_ .T.-.�.�._�-- - - _ _ . � _ ,. . _ _ . _ _ ... . ._ _ . . _ _._ . .. - ___----,-- -_--__-_---- - ... _- - -- _ . _ --_� _:,.. _. - � ___ - ---�,�j( ,tr t �r aF o � , `Y / l�� 1 �� .;C.h J _ ._. � .s� _� . ._ . . - "'_ . _. - - . . - ( ......_. . _.-`. - _'.�_..._� - , _.. . _ ,,. �..--��...�-�_..�._.-. �...._�-.-.� ..�.. � _« _ . .�. . ..-- �� '_" ". . _ ...,.._. ...- . .. -. _.- _ _ ..� , _ _ s..-..`. .. ..__r- . . _ . " _ . _ _. _ .-�. .�-r. - � - ' -. __-.. .�, . ._ . ..- ..._ _. ._ .� . . __. .-- .^_ ___ . , _ � _ .- - i .._ __..�_--__ . , � � _ � .� . .. � __ ,. _ ., _ _ - _ . . � , . . � ,- . . �. � �.._. _ �_..�.� F...� �.�., . -� _ .-, - � . - _ � , . � - - _ . . . . . . . � . . . , �._ . . . ,- . . �_ _ ,_ � . ._. F : ... _, . ._ _ ,._ � _. _. �. _ ,� _ . � �, _ ._ -_ � ' ` � . f/ ` , _ - i ,�,'�` �fae oi ir�os . - , � f� U. n�'.rJ urLl., a � �t.� ,r r �'i=ii,r�.%,/`i).j� � iY:.�^:,.,J:'.�.: � � ,�''t�r�`:, f ln tf •627.66' �- ��f �:'� RIMP631 88VC PIPE , 3�� F � ���/3' ` I. - - -- -- —`:r ----- - � E_ STWZ ROW - W2- ---- Wo r r'�' '=`�-- - \; EXISTING ROW G: � fSTlh`(s � i��'�i l� �, � - ' . ' �� - - -�- • ' xi _ ,:` -.... �., , :.._ _ �_ • -_�. �'`� w�z�ltl?-'pvc_.wz - wz�-- --wz-,<,,.+��`-"'.w2-._ Wz W�- -�'�.�r'i' � z �z, _ . w � r-,�•�- -W2+r��-�--W2---- —W2--�- W�- -- `�� CROSST�X rj -P��—W2- — w2-- �'� -- 'r' EIdrEH=R,Sc �`� Cc': �� n,, G r . u:�-� . ± i;' .. L�`' F' �Cq (� .� c' 4� y; 'Y. Si� P i� tv a' ^�, Y' t�� Q ' t'; `3 ;f70 f'r,�t�'li:';�.� r ; �; 10! ! �d: ` z �'� �k i �� ��'1 � �r� � l� h� i.i;' �i� c �,i � b�a � . n, �� �+ � �.. � °' n, 0 �V'(7'�1I7.'�a'h (.'l�ti,<.'Slfi,j i"�:5l� p !�Glf.ii::i(ijC: i:j�I';! r r;.� r;:r'. �� ----- -----• ------ - ...__-... _ ,_., ,� (.... .- - _. . .. f+ c>;> ' 3n�1 r,,. t ; . _' _ t,r!'f .11 ffi,� _ _ , _. . _ ___..- . . __.__ � ,. . ' . _ _ , i r ;', r ,' ;,, � - : , ��, _...._ . _. ._ - F , /,,p� .�p� 6 � ; ! ` � : � � 1, t � � 1 � F065 C/EGt� ' � - -. _ _ . ' � S,'q'i' n� ` l" � �.1 1 1%� ,' " '� P I py10�n 2 ' �H � � t-�ix.. • . � � � _ , � , .- ' , � � �.�,� �.E � �..r4 �; t � va.'�a.� �r, .�i k . � � ' F�t P�1:�L � �+ 7 '' �'� r !,`'rJG !: f f(1f"�i�.�i�' ! � � b?r�n� t ,, \ ' X.'.,, i>o� _ -� sra� sy�,,��,t�, r�T l_., ..., Ld2R•lA �.�e�� t�. ����r,r?�>� �� � � �t 3�[ � r i 1`� � ' V�� � , ' �. , , � � , �, r�, r �.��.11' Lf, . � , 1 _ r - - 4 , ' � i'�' �55 / `. . � , i.F : f �. r< .__.-�.-.._ _. "_ .. _ _, . _,.. . .__ ., ov:.crn,. g _ ._ _.. . ..... �✓ �: . � ._ .:� ._ .. ., __�- ... _..� . . . . ; ..,� � � �, .I l�7 � �"q� ' �l- �• .! "' i ..��c.:- 3�� �OF f .. c: b'� i � f � ,OiU£ \ri2 -5�.�. �� ... .. ._ � � � _ _ r_ � r �[;eR ;_stirr- -�----, ,,.. �.�,F+�s� � W � � � � � y r;c.� ����� �r�i� � ,, � � l .,;. �, �, � 4` ,•� i ' t�,, _ �c oFr��:so , ' �fnd fo � t � s I't �t, ` �/nsfrf �. � J ,,1_ i 1 � � I "- ' 2 CE , A. � , t C � ; 1, � - \ �� �Q �iQ�Q� � .._ . _ �� � �Y S��Q� . � ` i � r � ^ ' 'r'-' � f J � �; \ . ...... � �t. -, e �) , V $r'rn '.,�t ir1p: �' � � 4r��'S c�.l�� l/ � �1� ir�. !'({:;;� ;� �. c .%�) , � 1► - �.�� . .. ; , ,.; �_1; i i�:v :�7 , i; , F'�<' F� . ���: ��'� r� �r ri�.� ��� �r f�� r �� �� t1 � ' , y.� ;� p� �, ; <, � ''' � � `�y , , }F 7F.#r,�..',1 . y� � F'l i -.�r .' � � 1 � � t�; t�; �p� F_ �'''. 1 � � �- 1 F--e lfi �r . / 1 ,.1 . U+ t . 3 � Pc .� �S RC�MIpdEI � � ! � �� ��.�� �a ' 1 � _ o Cnb � 1l0�. N� �? � � A �t�� � c.��. ��i,a • r j 12� _c_.' �' i,.! �� � . (/10t f0 SWIC1 � � e.-�. �� Pc k� , . ���,I � 1 i t r-� . i� � �,, !.d /R,B/QCA 5 � � ! +; I ; 1. .-'. . 3cv �s � � � �'�� a� � r ��� c� \ � <„4 ,' �� r � I r /� I � '� t� �. � F �t �f �)._ �� r,, n � � �j }�� �t.� l i � ! � / �� �. �:, Z > � � i � � ..�. l � .. � � . � � � � Fassll Creek. � r? -;s� - �� -cw�y AU? � `� l 6 i W " I' 1.-, _ ... __.. I � � � i ' � djI j�/ � 'r, �. Vd. •l.CT ,� ! t F� r � `s .� /���S Vr ��C%;i/ , i �, � } <`, >r ,� 1 � ^ ,n � !x� ( . � �� � LR.��, �/. \I ' 1 P .� i 1 c� . . I ; r �i rS. ' �I -.1 �i.�c;" \`.% � � .� / 3 '' , , � t �'v '�' \ � .� �'':�<. , --.. n r. , �. � r u��,�.�, „ , ��, ', ��rC' t'r h , s �.:,, c j} `'- � i�t ..� J � n .:, .,,, ._._. . . ... , ii 1 .. �m POS�O WA�(ER re+ � �} � ; `r. ! 1� `� i � i � c _ � / �ie.�- . �1 . i:?t,� � v> - • i ♦ I I _ °io �- --_. .. • ' t , _ � �o `v� � � � �,. fLlt`��,8.��� > ;� :� . _ � ; � -� .; li.c. � �,�1."�5 Sbd� i. ��jR�� �� �� ,� yi �,° �ik`�`,��7,7i' n� �-, � �- � __ "_ �.� ..� - - ._,�. . a, � ��� .: • .,ofc .,i . . . , � � � - '• Ycv,;.4 '_.. . ��.h ..or_� ^.e3 I. / "�' /!� � \ � �� ��ir�,�i � !!'T6 r ��.�, � f, ,. .._ _ . _.._�..� ..�.y._._ - � _ ... . . .. ,. ,. _ !� ' � . � 1� � � >_ . _ ,.. RIM 626,Fl�': . � ' �.i�� �o. . . � � a_<t.�•.5 F:R.B.�.T. , _� a �r f� = i � � o- (f.N(1 A9�'{ �� rn �ir r� .s � �,. . - . _ _.... _... - a �, I q ��n' F" . s�r. cr os r r� srf �j r� Ci n"a� r s� �c1.(U /�v FULIr OF� @R � �A%fl�� �? {� 1 '! ! � , � h�ltrt.qp,l�t��\ w� PD,RC/.{[. 8 \ � � j!;I - � `� a c r;, � I ,x., : r} ` o' . i�,' � _ . E A O P! k r t� �, � o n IJ � C-r D!_,,�.,,_ �7 6 x , .�;� � t+� �'��. ' N �TpAi.• �<' ', - 4�•_ ,. pa�;tc ri � \ �,- ' 20 _ � � �P1 '�3'�f. �l � zcur i�,r sur. ri.f I.r �.7. i;,, . `r.' F .7'4 _ ' � .. . }��.; ST,. �,•l1I.� 3 �P �J� ,£�i � _ - " �' ri ! � \Va� � 5i� �ThliY i '. /, l���'r / Puved F<x.�. �.�.n � � . L..:` � �LC .J.:..d:/ Fv �; \ .;., .. ,�, � ��T � ..... . .. I �'_.T" '_ :' ' '.vC.' r � :r. r - I � - � � �� � \+ ' ��� -�-'�"'� � ` •ss��r.�s' 1ni�Rb�lc:fl,�;: 4' i��`_�ti� :7�3 , : f� /�� rJ17�F .T.ar S.ti .- �� � .« �; >7�;' {: .�' UF. p Lc £U � . - � / / `��. . � ��'Y2� .1�f ' � , �.�, ;�� , � x r:rr. F�� r ����7v;' � `������ , � � ...__. ___..._.-. � l .. . .. _ . �.�o S [� -n ___ �-7�3�•• ••� • r ,�r�t ''. � .��, a.��iOPU �' trc.44 j 5ior ♦� '�� :� '�"W'::�t �- ��s- �2--- -�-{�3 �y7.-1i� . _ _ tccirr: n.�;, _ I i: 2- � � f ��i -• 1�k��;t_ .�;• �� -�.r�..±� '. � L-- I 7 1 � ��;r,t, ,r il! '.�:3:�fs7 . ,�- /�� 'r:c: 5���� j��. 1 ��`I��7�! ��41?I! •-�••�•-�---�•�.._e. �. .. , � ,.�1.��'�i �- � -y w2 r �,. � �' -� � �t ---� : � a-t�}'� - F.2S s.1.►`�. JQr�' _ � . _ - - �7 � P J . . . . _ �t - � �..i.'�..yR'�Li. -� � ri ,.. ; . . - �.. ' R t � � � ' _./ rr./. i . ,.._ . .. ''�l •,�, • �n•.. '� ?.,�^c i , � .,.�.,0 6 d4 y.. �. ` ; `.l: W � .r'[�7` R.e - � `�' ": !'�-�- _ �y. , _ _. ..� 1�2 �- ' � '-�_ - + , � � o P , v� ,f' ,1 �s q. ,' �sq" , _ . . r�, , ��:- �c � . . ..�i a . . . _ . . _ . . _ . . , . � ;. , .:,�_ x 7 -� ' � . _;,�" -- `_�C�ifi'�;Tl.-i'�`k `-� ' . � ; 5 ' "; I '' r (' , i ` _ _ � �' ... . . . ., _..�_._. . �,_..._ _ � . , 1 , � �� rs _�r . 3�. � 2J�"; _� . - '� �, i}`, ° : '_ ' _ � �z ,� :. � ,` � �J c 1 � �rc� r57�.� .� �F . � � J9'�8'Sfi`V� �85.5.3.v ;�� t , �, . _ c�*�.-� a�• t : , r _�� _ -- � - � - - - �- ` �.,' _ , l _ � _ __. _ -,�...,�t , �-__a . . : _ _ ; _ " _ __ � �- _ _ _` �' � � ....:_ � R.O.W.DBb. -' � i -•.; F `- � � Cab.��llde 11075 ; � :( . ... . � � 5 _ , s. -''- �"' ' 'S T.CT '` r'F - l � r:�.3� ., ., .,';;_.� �. ` � r �T. . . . . j � � (rfJ�) !.�)� - - '-- -� - .._ ..._, - . . _. ._. _..-. ...-.. _ . -_..r. . _„ �>..n � � , __ _..,.-. _`_' . ____ __„ � � s, - - � --- -. - . . ._-._- {,�_4r. ,�".- -_�.�, ri.-;Ct.i �1�� ` . .. ( I(_;.:i4 ��4�>'x� £ XIS ING AT R- _ . _.. ___... - -�. __ , �, • 6 �j .__ .,. . .-.._.�._.-.� .._..__, _� � u{,�_ _.� . . _ .: _.-_ . } .: - � �i� ' ' ��.. r ' ��� � � . � !� �:�` / � �-�1-� � { s �,. � rL ��r r. � • !01 r. � � �,:� r5.n� __ `��fns> aa�� �,r,� c, � ;TO �� I��D� �� th' �.-�'' f t i�,'T IPhES �fs� �.�.�:°, f ir r c t: ��it.��` �I. a� ;.,.r � pp � � lal�i�'.t t^�> >e� � �. L� r �,»��'e � �'>Yr�ir� � �'�iii Z%�:��Y� ` � . ,�„ _ ._,. �_._ ...� ... .- _ . .. ,� � �•� ! r CONfU�"T �3 , z_�.�:;-n rM.t.-r,rrr a�r. o, � gT �. „�, � -n i!.-- (kl Uil (�'nfl�lT/1 � `< < � 3� 4 � ai F -- .: : _ , 1 _.- . , r. .. ,,, _ : -_,. . ; . , , - e� - - - �.�%�f 1, - - . •- ,. t , . _. . .. . - _,..--- . _ _ . _ __ �_. . _ . .. 3 z _._ . � _. ._ . _ _ . - .., . ___._, -- --_..e.- -_--- -__... ... '-� - , ,. _ .._ � _. . . _ - - - - _.- _-- --� �6ti�?�������kS :�t'- , 14 +_ i�.�tr, �t, � , , � _ _ _ _ N , t �_ ,��.8.. � k' / r�r: : , � f�i a �/ __.,T___,. ___ _... ..�� �__. � --- . . . .. _ _. __ �..._ __,.. _ _ _ I c.,, ���f i" l./[^ �r� f'r' i� -!" ii ( "1 _ _ _ _T. '' .(f . r/ . '"Rx .� �� � - � .).i�, .__....�.,�_,_�-v _-. .....,�.. _� _. .� . . -.« _ - .� __ _ _ . v' `� � i 1,. . 1 :, r i :7 � : C ,G/', (�'L7TJ : F ij _.� � c"4 :tQ _ -r-.- ( Ee��? !t „ C/l {, ( . ); ilK1 _� _ C1J � ! _df---r__. - � - - -- -� ._ _ _ - _ ,�___ . . . _ .. _..- - .._- . � _ .. - ..� � -� r , t__ .._,_ -- -- ! --- „ .-«� . . ���.r�� _._.- ,�,.�fy.t:fi ' !� '� !h'!�7<� bii:�.J� � r 'x:( �..� ��1F, � I�i �f��L ' �� �' " -% � ,_ . _ .._ . _. - _... ��_r:.� -- -- - ---.-.._ -_-- �,f _.-. . ..� _ - . �.. -- - .. ; I_ . . .--�- --- - - ' � ' I �� F , ,� � c 7 r ��i;�� ,t ��,��.a� r��., { �r3tl3r_...� .`�_ fi.. �'1'` �"` �� -- -, _ q���3� ,,s i°� ,F� %�z a 9._._ .._ .._ _..__ _�«._ : ,.. . � _ �� _�_ _ --rT � ._ _-- ...- .,..._ _ . ,..�.. - -- - - --,.. _ - ,��-- - _ --- z_- -� - -_ ._ �__T ---__ __�._ _. - -...,�_ .. _ --- _rP -_ t-1_ - _.. .__....... - .. _ _-._ .. - - � . _. .�._ _ _ ,� .; , �+ .!i z l�i'��! �? r, ? r � _ '�. � ., �. .. _�. _ _ ,. ...i� � � �,3 f; ` (.r .. .. _ .. ! -. .-._._._ ._._._. .---•---•F-•-----•�•---•----,---•-•--�._._._ _.�_._._. .�. .-•----r--• •-,•r-------._�.�-.-. ,_•-_� .r• •- -_ --�•- - -.� --�, -..._- - . ' _ _. _ _ _ _ . _ _� .. . . . . . . . . -.:. � ._.:.._. _ . 695*00 _ ._ . ._. - -- -__- _- z �" 700}00- - ,.. T_ ___ �. 705*00 _ _ - -- -- -___ _. _. - _ _ _.__ .. _ _.._ .._ _. _ _ >. . . , ... � .,._.�. . _ _. _..,_ . _ - UTIUTY -r � / f - /�r Ir �r- f�/ � � %j,/ -- �, r 1�. ��� r' i J�! 1} I ��}�t,%( 1 I(! BASE UNE p,�� �, 7�;:. '���L✓t.l��G:�3��K��� � '�' `�,� ✓' 1��. _ ,_,_v�_r--_-__-�_ -- - - - -�� .__._�,r��,€�T�t�i{l� , _�__ -�--._,_...__.. �.__v___ �?'4E�,1_ ii�)�:'_.s __,,_ ._-...-._ _.: ... _ _. _. -. ... . _ _ -__.�_._ _-7 .�7 _ �__._..�_� _r � %�fff�.11'r _E,�)ilrl.�-�_ _--- � ��I,''� , � _ �,. ��f / � � - :��,< < _ _ _ .._ .. ...- - -- _ ,.. _ _. �. ._ _ _ . - -�--._ �.__ .._ s . �. ,rr�. < < sc"�ri7 1(�41��) �> _ " -.- ...e� .-.�-.. -. _:._ .._ _ . ._-_. ..._.�_.m.��-_.e-�--_'" ___•- - {�;. ... ��%��. i E:: - 4�} `� �1 � :: �� �. I y I .' �;..( / '�` � _',;I:.._:� - / _. _. ""'_ .._.'...._������..... _..e.�--.,��e--�_-.`--�.-r-. . . ._ -� _ �t� � ��,I _ � _.____��_�.___.._�-.r �, � / � +` i��� �}J�� � )'. E 2 - _ - " 1 -��`f � z - y'�+� � i � �� � � � -- - -- � . , . . _ .- _, -� . . . � - - ' . � - . , . . . . . .4+ ,.�. ,.. ...,, .,.-, .�_ .- �-. , _ � ._ .. _ . i (� �- 1 �l�� e i . � �, I.�W2 W2 ' ... _ _ W � ' , vr�� � , � _ � � a � �( �� '� _ � . _ � ,. . . _ _,. . .. ,: - _ _ _ _ . ..: .,. _, r ,. ., �- _. _ � , E\ . �/`' �(i''t4 ' 'n/i4� Si,U�;,� , u P , ' . , wZ� � � ,:� i.. s�• +,;. '� r ... _ . . .. . , . 3 ` . .. D ..'i. x� ' � 1 U � �\l�i� 3j ,�,�i � "; o Eo�: ;�ni � �'R. f p � � � � , �> �'i U'/ °=� c�5� y 3 W` � � (� .')L � ,, � � � Lt: u ` _. �,, ' 'p. _ � , !�r n�y � �� � g j DRI�.�. ' //.�7J 1� S �l,) _ _, ='J, �Ni(.1 � 4 _ � (, , � t � . , N ' i � �� , P. ,: �`_\ I � � � �. 1 f3 � ��.v � ' � q � ' ' � _. .-. . � � -.r �, _� s \ `�� ��. �� R�.tr,. n� ' U, r ,(✓UE lU.; t:aii i�� , . � .�..? � �__ � ., c v r r�� � � .��'" � 3f1`E , � .. . , , � r u r.o:: � :oc �e_; F9 s� _. _ r� � � � i - = � I _ / .,u n� r � ; } � ,C % .�/'�-�, . :._.i , , _ L �I�:?52C"_,GrO r,r�T.,��(�I`� �,\1 � k�, t'�?,i(`Y '�f / F� j r !Y Y r 1 < � _.. i Q.�'.�.1.�,'. r. 'i� �i,L�� � �!` � . � . p T1-ni � � � 1i�,-1o"V7L'k� ' T.�.� ,. ■i�i �i �uitLF .in��,� f7�, Kii , Y '�� �� {?�}� 44�.,'7� .. ii � '��` •�/ R �:l�� l''�� I v< '� t-i ,n� � A.S •• r i ��t4'.i • 1...t���l•^, � �• •,�.R�_. -1 '�� .c � -+�.� m�r�?.f;ocr s,--��'e..�.+._s.s� ..ti � ze �� -` �� y. �Fp ''i,, � '�� ' ( � �. . �c ' " . � ,F':r',ECO .(.ti Zll i3�,• • `+� 'j �jP a � � ,,� , �1:, `___`_. I �. -3�� �'j C��., v rF i . � �i .. r. � ��, , . „ j p-q - �v"'� �t*j .. . � iy+"5: � �a s7i_ �' ... cy.c /! '� > .} �.+%/.j`_3� � �:7 � _. ��• 4 �''� IG ��f �.�tl� +� • �.� c\., . �'- .. �. . �n_J�' i� , �. � C ti j�7!' p . . _ .... __.- yy r _ F.�d' 7rFL r, V ��� , " l` � �f- . �b ,_.,_7 �,. . ��. . � ;,r�'Cr' , . .. . ...-�� - t- .�� � 1`V� � � . , � . _.... � ... � c - . _ - ���c�:.�i ":� � J f ri'n:.� r,Jy .1 2� �: J'\ \� l2 5 v �.���:.-,����1�����i n{_ �<<�- � � ... . �J' � �,.. �1' .. � ,.��; o. ,�-- »�!2-a.T-- �t�2 - _- 1� ti `#�! srn;�r^�.t,? � i arE' �,.�ra�:��,� r t rr ��.��5<. • � ` r �z � ze� 5� � - -W2--- �-�'W2- - ;ti W�- --- - NPe.f,...._.__..�w-.�L, Y c....� �!(I1� JJt -� � � �� �j' �.4(J SG�fit� U �4 � '��17.Vr rliCGl'1 �+N� � i t i � 1} `-^ �� „� . � . . . . !-�/� �.� �ilil � � . k .�].M1�.. r� "' � j t � �.:�� �F � = � 1 1 c�d;; r-�7 � %� � .. / t � /''�.,y r �.�� ! � �r � � o . � - �.. y \(( ��o t�? r9), 5. ' 7�' 4��i ------ !` ,.r ,,r.e �� � )�� �, � ,{l �� `" � Q � ti tl'�,> tr „ �F _ �n �F ,, � �r � e, � � 1 r S : � « k � � ( ) ){ � IL� T(SL'0 � 1(t �� I �� ��S,A�)` .,:.9 f 7 + �I > l � , � � (�-°-' -^--c1 ('^-�'-_j ' � ° I �-`/, / I t ! , r�e-�.r � 5s � � .\` rGF 1. i , M�rC1�ntlte P_orlAer3 LP._� % \�c �> L;; ".�.; � j f�� ,, tht,U �/.�1. p�y�y�: V(D) -- 4 �" _.,� � ', OW/7@�: i .. � a>. _ _ � - - � I'!�I f L 'a�3 j G������ �� 1 ? � � f�oc�mentNumber��D�pOI�§8�l r�� '��<(7: � � �� �? ;"' �I ���;���: �,m�ti��� �'�"�<,; Pock PropertiesVlI.LLC� �� � - '�� ��'', � _ , � j� . �% � � -�` � OPR.T.C.T. � � f r � ,.' �� : � �' - -, � 8 3 L�' � I �ihn4�; � � ,� � �. ,�: �,�,-,,_._: � / ci�� _,e �;, r� ��P enO�R �C:tD20 13 �: r; � r o � i r n� �v ; kn , : h ,G^; , !� I �i �hcco ;c: - - : , __ -_. . .. _- . . � nt> l�z,r � Gr S,� rr ,r�''llcn � 1 I ,.. t i ._.._�._ . _r_ _�.__ -- � '; � I r�}, -•rF � � '" � 6 � ' , - -- - Z - 1 - 00 , _� �h.!1� $11✓Is` '�'1v' . � so DocUm 5 ._-- f •. � ', ' , �, , � l,`}- W2-� -- ; F�� •, � '' .: � , ��_. � �.rt.r ,c,r, , '�1 ,_�• ; r �r . LP i� fJCC ��!' r � / i . � OS J�. G c c u��s / il � r,b, ; rar������scr� 7�;, t I r�t��t1 F� i ��5 r T,,.I �� �, �� f i � ' F CG. �.��ry.� � t � c13LUc�.CPg6: .r__.. �G��:` L� I '� 1 �.Y��.�_, 1l.� 1` �rrri; ���r �r.Y 1 l;. E'. (. d ' � ._..� - _" _ . t F . � . f ,d l �.1, r , �,' � L. . `�i I ; i �o I ti� �, ) z 1 -: � �i,'�,_. I ' �o a s/l�� �� //', 'f �jt.�l' ,� or I � ci >:c,� � : 1 ft ; � �.r j , � r� F,, ' - -- v r•� 'I ��'� � 1 g � � � �.? � ' c � ��` � � ,�ii �!., i � )�Jn,�a�' � � �_ � � �_ - c � � � � �. � +- ' fl,ql l0 Sco141 � � , - ` � j _�� ',7fJ/ F,'l I � r St 2� £ ` , , � ss �! ' � j ff,FGlh' t�ct� t ( � a?�. � , i��l P 1 r 1 / `� ' - _ ((! d. UL !l� : c ;;71 . . . . . , '. . . �nc� � � , ,, i r � ::�' � �� � � { _ ih�t"_E'�1F �,1� �� � N � �,� � : PEf�.:,:aEr c_r�r rrvs a�u � .. ���L1 � i � 41 �' ��r �.'uE r;��� arcr� �' r„l t'1 t�� L� / 1' � f -' ��� �. !- 1. � � M.1� S�A�i /�a�k MOXCi M0. � 4' _ "' �_ � l:', / � �r £ r �p E'a�r , �i - � d- '. ' ii �!) 7llii i:�ii ' , � _, --- �' � (n n ( U s1i171�< '�si: � �. . � � c�i , r[z�s � i � -1 ( ` _ j (-' - 3,. , -�5. - � � � �, , i�� � ; . 6 �. ., ,=� �, F, _.. .. _.._ ... _ l� � Cuh / Sll��r c r�;�1 cr.ir.r. � ,' t ,� ,, +�•K caMrr tahT. sccr. aoe Nwr.wo. ' . � // � ( ! ';.'t l`., . - '_ " � � � } _ - - ! �� � 1"C � on�.w � ti� , � r I t ; i �� . �, i F 1 { � � � � �..� ; ,, , _ ; . � i � . ., ' - _ '. .0 it�- -- TTA fAftRANT OD08 M 09] h870 I � 1 � I . . + - . rf !i ! i' lF . . . - ..... . _' _ . . r ; 1 � � :l�n . I 1 � I 1 � I ; i ) �" 1 .., . ... ,.__. . . ,. _ . FORTWORTHo June 7, 2012 Donald C. Toner Jr. SR/WA Director- Strategic Project Right of Way Strategic Project Division 3301 W. Airport Freeway Bedford, TX 76201 RE: Property interest along IH 820 between approx NTE BL Sta. 676+65 to 695+19 Mr. Toner, For your use the City of Fort Worth has provided exhibits, under the `Property Affidavit' tab, which detail their current property interests for a utility easement along the north ROW of IH 820. The relative property interest includes approximately 39,983 ftZ. The City has agreed to execute a quitclaim deed for these portions of the utility easements upon mutually agreeable fair compensation by the Design-Build Contractor (Bluebonnet Contractors, LLC) to the City. The City recommends acceptance of this proposed property relinquishment for the North Tarrant Expressway. Sincerely, ,���� ���� Zt ✓Z-- � ndrew T. Cronberg, P. . Date Assistant Director City of Fort Worth Water Department �rt Worth � All•AmedcaCiry I I I I �°' 1964 • 1993 • 2011 WATER DEPARTMENT AMINISTRATION DIVIS[ON THG CI'PY 0� FORT WORTH * lOOO THROCKMORTON STREET * FOR'I' WOR'1'H, TEXAS %61OZ 817-392-8240 * Fax 817-392-8195 �'«. Prin[ed on recycled paper Notice of Con�dentiality, Rights: If you are a natural persou, you may remove or strike any of the following information from this iustrument before it is �iled for record in the public records: your Social Security Nuinber or your Driver's License Number. __� �;� �„� ROW-N-30 Rev. 8/2003 (GSD-EPC) Page 1 oY'2 County: TARRANT CSJ No.: 0008-14-059 Highway: IH-820 Limits: From I 35W TO SOUTHWESTERN RAILROAD (DART) THE STATE OF TEXAS COUNTY OF TARRANT Parcels: 4, 5, 6, and 7 Fed. Proj. No.:N/A ROW Acct. No.: 0008-14-093 QUITCLAIM DEED 820-U-0506-0002 § § § KNOW ALL MEN BY THESE PRESENTS: That, The City of Fort Worth of the County of Tai-�ant, State of Texas, hereinafter referred to as Grantors, whether one or more, for and in consideration of the sum of ten dollars ($10) and other good and valuable consideration to Grantors in hand paid by the State of Texas, acting by and through the Texas Transportation Commission, the receipt of which is hereby acknowledged, and for which no lien is retained, either expressed or ilnplied, have Quitclaimed and do by these presents Bargain, Sell, Release and forever Quitclaim unto the State of Texas all of Grantors' right, title, interest, claim and demand in and to that certain tract or parcel of land, situated in the County of Tarrant, State of Texas, more particularly described in Attachment "A," attached hereto and incorporated herein for any and all purposes. 20' Utility Easement located Parcel4A-4B - Vol. 7143, P�. 35, D.R.T.C.T. ■ A 20' wide utility easement located within Parcel 4A and 4B that runs longitudinally along the no��th TxDOT ROW of IH-820 for approximately 705 linear feet and occupies an area of approximately 12,042 square feet. 20' Utility Easement located Parcels 5, 6, and 7- Vol. 15343, P�. 29, D.R.T.C.T. ■ A 20' wide utility easement located within Parcels 5, 6, and 7 and runs longitudinally along the north TxDOT ROW of IH-820 for approximately 1535 linear feet and occupies an area of approximately 27,941 square feet. SEE ATTACHM�NT "A" TO HAVE AND TO HOLD for said purposes together with all and singular the rights, privileges, and appurtenances thereto in any manner belonging unto the said State of Texas forever. ROW-N-30 Rev. 8/2003 Page2 oi'2 IN WITNESS WHEREOF, this instrument is executed on this the�day of f% , 2012. Ternando Costa �� �� Assistant Cit,y Manager Signature �/�/z n�te State of Texas County of Tarrant Ackno«�ledgeme�it This instrument was acknowledged before me on by, � EVQNIA DANIELS � MY COMMISSION EXPIRES July 10, 2013 .� Notary Public's Attachment "A" Attachment "A" Parcel 4 EXHIBIT "A" County: Tarrant Parcel: a Segment: Segment 1 Highway: Interstate 820 Limits: Frum I-35W ta Northeast Interchange Federal Aid Pzoject No.: R.O.W. CSJ: 0008-14-093 Description for Parcel4 Page 1 of 5 February 22, 2010 �_� � � BEING a 56,282 square foot tract of land in the D. Odum Survey, Abstract Number 1184, Fort Worth, Tarrant County, Texas, and being out of and a portion of that certain Lot 1 and Lot 2, Mac' Churchill Subdivision, an addition to the City of Fort Worth, Tarrant County, Texas, as recoxded in Cabinet A, Slide 7181, Plat Records, Tarrant County, Texas, said Lot 1 and said Lot 2 were conveyed to Mac Churchill Properties North, Ltd., by Special Warranty Deeds dated December 18, 2001, and recorded in Document Numbers D2013 i 421 b and D201314218, Qfficial Public Records, Tarrant County, Texas, said 56,282 square foot tract of land being more. particularly described by metes and bounds as follows: COMMENCING at a 1/2 i.n�ch �ron rod found at the Northwest corner of saici I,ot 1, same being the Southerly Northeast corz�er of that certain Tracts 3 and 4 cambined conveyed to The Ruth Ray and H. L. Hunt Foundation, as recorded in Volume 9498, Page 1906, Deed Records, Tarrant� County, Texas; said POINT OF COMMENCING being in the South right-of-way line of Sandshell Drive (60' R4Vi�, as recorded in Cabinet A, Slide 2715, Plat Records, Tarrant County, Texas; said POINT OF COMMENCING also being 1005.38 feet North of and at rigb�t azigles to cerzterline surve� station 677+43.49 of the proposed centerline of Interstate 820; THENCE South 06 degrees 09 naiz�utes 23 seconds West; along the common lirie between said Lot 1 and said Ruth Ray and H.L. Hunt Foundation, Tracts 3 and 4 combined, a distance of 697.10 feet to a 5/8 inch srnooth iron rod with aluminuxn cap stamped "TxDOT" set for the POIlVT OF BEGINN�VG at the intersection of the proposed North right-of-way line of Interstate 820 with said common line, said POINT OF BEGINNING being 311.68 feet North of and at right angles to centerline survey station 676+'74.72 of the proposed centerline of Interstate $20, said POINT OF BEGINNING being in the are of a curve to the left whose tong chord bears South 83 degrees 41 minutes 39 secands East, a distance of 155.68 feet and being the beginning of an Acc�ss Denial Line•, (1) THENCE Southeasterly, crossing said Lot 1, along said proposed North right-of-way line and Access Denial Line curving to the left, having a radius of 1,253.24 feet, a central� angle of 07 degrees 07 minutes 19 seconds, for an arc distance oi 155.78 feet to a 5/8 inch smooth iron rod with aluminum eap starnped "TxDOT" set at the end of said curve; ** i��i: . County: Tarrant Parcel: 4 Segment: 5egment 1 Highway: Interstate 820 Limits: From I-35W to Northeast Interchange Federal Aid Project No.: R.O.W. CSJ: 0008-14-093 Description fpr Parcel4 Page 2 o:F 5 February 22, 2010 (2) THENCE South 87 degrees 15 minutes 18 seconds East, continuing across said Lat 1 and crossing said Lot 2, alang said proposed North right-of-way line and said Access Denial Line, passing at a distance o� 265.71 feet, a PK nail set for the end of said Access Denial Line, and passzng at a distance of 300.82 feet, a PK naii set for the beginning of an Access Denial Line, and passing at a distance of 433.07 feet, a PK nail set for the end of said Access Denial Line, and passing at a distance of 485.55 feet, a PK nail set for the beginni�g of an Access Denual Line, and continuing, a total distance of 556.62 feet to a 5/8 inch smooth iron rod with atuminum cap stamped "TxDOT" set at the intersection of said proposed North right-of-way line with the East line of the a%resa�id Lot .2, same being in the West line of the remainder of Tract 5, described in a deed to The Rutkx Ray and H.L. Hunt Foundatian, as recorded in Volume 9498, Page 1906, Deed Records, Tarrant County, Texas, and being the end of said Access Denial Line; (3) THENCE South 00 degrees 31 minutes 02 seconds East, alang the common line between said Lot 2 and said remainder of Tract 5, a distance of 81.39 feet to a 1/2 inch �iron rod found for the Southeast corner of said Lot 2, same being the Southwest corner of said remainder of Tract 5, same also being in the existing Nor�h right-of-way line of �terstate 820 (Variable Width ROW), as recorded in Volume 3790, Page 1'72, Deed Records, Tarrant County, Texas; � (4) THENCE South 89 degrees 28 minutes 58 seconds West, along said existing North right- of way line, same heing the South line of said Lot 2, a distance of 121.69 feet to the beginning of a curve to the right whose long chord bears North 82 degrees 57 minutes 28 seconds West, a distance of 599.98 feet, from which a 1/2 inch iron rod found bears North 89 degrees 28 mizautes 58 seconds East a distance of 1.43 feet and being the Southerly Northeast corner of that certain tract of �and conveyed to the State of Texas for Interstate 820 right-of-way (Variable Width ROV�, as recorded in Volume 3799, Page 413, Deed Records, Tarrant County, Texas; (5) �NCE Northwestex�y, along the existing North right-of-way line of said Interstate 820 and the South line of said Lots 1 and 2 curving to the rig}�t, having a radaus of 2,$12,79 feet, a central angle of i 2 degrees 14 minutes 41 seconds, passing at an arc distance of 246.9b fest, a 1/2 inch iron rod found for the Southw�st corner of said Lot 2 and the Southeast corner of said Lot l, and continue, a toial arc distance of 601.12 feet to a 1/2 inch iron rod found %r the Sauthwest corner of said Lot 1, same being the Southeast corner of the said Ruth Ray and H.L. Hunt Foundation, Tracts 3 and 4 combined; EX�-iIBIT "A" County: Tarrant Parcel: 4 Segrnent: Segment 1 ' Highway: Interstate 820 Limits: Frorn�, �-35W to Northeast Intexchange Federal Aid Project No.: R.O.W. CSJ: 0008-14-093 Description for Parcel 4 Page 3 of 5 Feb� uary 22, 2010 (6) THENCE North 06 degrees 09 minutes 23 seconds East, departing the existing North right�of way line o� said Interstate 820, along the common line between said Lot 1 and said Ruth Ray and H.L. Hunt Foundation, Tracts 3 and 4 combined, a distance of 52.99 feet to the POINT OF BEGINNING, and containing 56,282 square feet [1.2921 acresj of land, more or less. NOTES: All bearings shown herein are based upon the Texas State Plane Coordinate System, NAD83 � (CORS), Texas North Central Zone (4202). All distances shown herein are surface distances. All coordinates are I-820 Project Values. The I-820 State Plane G�id to Surface Adjustment factor is 1.00012, ba�ed on CORS Statians TXAR PID DF5387 and TXDE PID DF8986 as published by NGS. Access is �rohibited across the "Access Denial Line" to. the transportation facility from the adjacent property. ** 7'he monument described by metes and bounds and set i.xi this call, after� acquisi#ian, will be replaced with a TxDOT Type II right-of-way marker under the supervision of a Registered Professional Land Surveyor. � T hereb� certify that this plat and the accompanying description of even date herewith are true and correct to the best of my knowledge and belief and that the pxoperty shown herein was determined by a survey made an the ground under my direction and supervision. 2 Michael Dan Davis ` � DATE: Registered Professional Laz�.d Surveyor No. 4838 DANNENBAUM ENGINEERING CORPORATION T.B.P.L.S. REGISTRATION NO. 101188-00 b421 CAMP BOWIE BLVD. SUI'TE 400 � FORT WORTH, TEXAS 761 � 6 O£�'ice (81'7) 763-8883 Fax (817) 377-2956 �E. � �. T �i� ���STeRF�9 ..*..:..4.... �.. o...?t MICHAEL DAN DAVIS �': � 4838,....v:: ... P• �2O Ff S S ������ S�R�� EXHIBIT "A" °`"'�r' PLAT TO ACCOMPANY P�E 4 of 5 The Ruth Ray & H. L. Nunt Foundatlan Ls of 02/22/Ip VOLUME 9498, PA�E 19p6 PARCEL DESCR I PT ION --- The Ruth Foundatlon VOL.UM� 9490. PAGE 751 D. R. i. C. i. FMD '�'OSyE rc w.�"i Co� ��"Aqy�a'E ,� � �°.R, r � �,2�/s owner; , j �; �. .' � "�,..� Moc Church!l! Propertles NorJh, I.TD. � i � � Document Number p20/319216 � ' �` �' ' P.O.C. �� ' ` t ° `' � i � ' PARCEL 4 �ument Number D20l314218 ; ,. _ • ' O.P.R.T.C.T. ; . '„__' REdIAlNOfi4 Tracl� ; � STA, 6i7•43. 49 � j The Ru/h Ray & N. L. NuM Ftxrndotlon ;,,� .• l005. 3B' tt: ' . .. � = ; VOLUME 949B, �ac�' �.§os � i .., , . - , � D. R.7;.C. T. ,: P. D. B. �� Moc CAurchfll S��iXt(.v(��d•on : j 4 l....,� PARCEL 4 JO'PoPEUNE ESYT. ; COb. A. SI%dE.7/Sl ........... ....._..,._ `.'.;7 _; €. ,, �•. �v STA.• 676•74.72 £NTEAPRlS£ TEXAS .- � " . -----:__=!• �` -,, ,'� :... i � -- ` .3II.6B' Rt. Pu�Eux� ur ; � � PiR.T.C.T.i ,......--- , � � R i.:: _ � . : 1a�crN �ut � �,vR� o���rs Cv�! �.._f��:..___Ld_�,..,�___ _ � ._..�-- .,� jj i�;. ,-y � , PAA'CEL 4 �� .... ;; ; �:, � �'. -. � t.l� � n .,.�.,1-_,- i . `,` _ .._ � _ _ .. ._ _ _. _. _ r'a. , co .. _ . - . ,. _ __ _ _ _ rrr ,r� ssr - � x�,�sd �r wreu,v� esMr rE'xv not . ��.9� �' STA. 68P95.1/ � qp.�y BiWN£TT CATHERING LP �p�=�L �1^.� � 5 .�,� i%/zj,3 z,¢. '_"^, £eS:� cn,• <,, ��.rr� y ooc�,wxor xwnaer oy�a2536.a A' s�a• s eo � " _ _ , ll�� r3g� �Dr�S �- - _ .. Pl+il�POgEp �O.W. lEND /�DL ��d�G�N � n D.R.T.C.1� "�27�:��tr� :',: . - -�g � ?_ . t L5 � -AC-C£�S _ R, & 1 PARCEt� ,41 : PA/iL£G �! � �. _� � , 5 `=_.: j. , _ .5:i'B'•- ��. DENI�{IL UNE u . -r� � ' �}� sr . .. _ _ _ _ � �� - - - -. _,_ _ �::::'. � ::� E_ � � ^ �':'��r1I,� _�� �6�T� -. . ,,,?�NqS�p9'23� - _. , ~ _ � .. _. _ _ ., �65. ��. .. � _ _ -= .,.. � _ .. ._ _. . - -� - - � -- - - -- �- - - - •- _ _ �. _ ._ - - e�ec�� _ _ : _ .. . `" 5�:88'. �+ _ ---,.._ � -r-- � ,��'j--- - ��� � r- �� �.�.'__,-_i ..:..: — _ �.� .,-- _�-,,.r, ' � :..,,__.:__,,._ �.e», �r.� 4.;.�;� .. . .. y. .�.. ., _ _. � .. ..... . i JO'PIP£LNE ESI/7� � � '.. Jr3�n�+�, �„ �„ .�n .� -�.,., . "'.�c: _ � ..; . , vv...:..n,� :_...� w.•�_. , : ---- .. - _ -- .... . .� � .... � .,C,.,` • ",�r;.� -3_..._ S .."T;,_.... , .' "' """ ' e � Crrossrex xosrH rek�s V �-\ ,� � f �.a.._.,�� R•2 � � .. ........ .......�__`GAfHERiHGLP � f � i�57db7/8l�..i �' �I�....�. .AO'C.... , U..- �n 5 ,,: t � '� ' ,', . 9/ , yg, �, 3� , �:::.�_ • �_� Lbc�,,,en+ximiaer.D2p1oC•2ser .. .� ,......,..�,__ '�..��� D.R.T.C.7 't - � . . . _ ,. :". � ' i � ab..R.TCT . � ,�� ��� ;�.�' ' ' ` .. �4 E _..,. r ,, .�. ta, .; ,, p _, e� _ _. � �4 � ,:::.::,, . .,,�_. .. .,_;r.. ` `,I ;' 8.97�'LT i ��RYU.�,. � W �...q,. ......._;.. � " - _ _ - �-- __ .� �� .,..,.. . . _ .. _ ,.,... £dU.E:........ � � - - " i ' , ,� ..,. .,,,...:,.,. --...._ Ci�/2'/4' � . _ -..� --- -a. - , ra. rs.i�i v 2v .._. _. .. _. .. .� .. _ ._ �,_ _ � .....,. ._ ..... i . ., o.R.r:�.g: .. _. qrr �:::-._ � ,... ::.:. _ _ ..;.. ,, .:.,_ . � . i � r'�w9eo e �� ,f �a;D , ,... . ,_.._ Rl.1 �L• Q fja _ .. __ , . � ..,:. _ CB� f" vans�' Tl4 35 p T �'JE.�,: 7��,� •� 1`.- ,;{;' _ YR��,C.Z.. ••.� :'li ' � :� � ,.:,�.: . . .. _._.. , ..._......�._,._ _ � Ner��-2aw .� EX/STlNC_..I-820-R.O.W. ' --.._._.... _.........._,._._....�.._.._.,�_C0�599,98' ., , • -...__.,_.. . uCinr�enx�,i $99,'2E"59iV nw vr�a '---•-�-.._._.._._....._. � ..A'eq'Ca_.:�.r..1 ................. .. „!'.� : � a ...,... __. � �2%:6q-----._... _......_.. . .. .. _...__...... _........._......... i . _ _.. ..... . . ._...._ .........._.. --....... _... ....__-...._ ..... _..._. -� . ....:: ... :.:::. •; ... _ :. . . , ... ' . .. . C17�'_,, OF _ FORT WORTH , .._. ......._.. ' Slote-of Tdkps. __. - . ____.:._. .. _. RAN COUNT�� .:_.._. .... .__ _ __ .... __.:._.._. _..:_..__........ _ ..... .- - �.. _.. va..n� ,Pq.� n2 ... .... _. ._.._ _...... _.. ._..._.._._. � _. _. .._ .Q:��r•:c:.�.....___. ..cVAR.iA6L�.__R..O,_l�a__ ._....,....----. - .--. -----,' stote ot teXas � �, ------ ---- .... va..��s� .P9. vs , ; D.R.T.C.T. � ;. i ; ---....... ...�PROPDSED ._.�....../.-820�-�--- - ____.__ , ; _.. _ ..... .___ .. _ _. ..__.._. . . .__.._..--- . ....._.... .. -- ----- - .. .. ._. . _ ..._..._ ._. _ -.�-,. ; __.._,. . .,—.. .T. . 5,..89° 30' 18' � ::��:; �- . . ... . ....:..:....,.,�_�,...,...�____..._.� ....-..T—..—.-..�.-...,_. � 680+00.........._....._...__�_...... .._. ... ,;..�. � _._ , . _...._ .�;. _-- ._ ... , : ;. . _... , ... __ - �--- . _ ..._.... . .... __ _ ___._.._..,...... ._. ...._ . . ...... .. ... __ ..._ ._ __... ... � _........... _ . ... � _. � ..;: �:: ��. . .. ,:::-.�:::-.. .. .._..... _.,.... ..._... ..._ .. - � .. .. r� . oavM �v�vEY- _ . .. . _ __ ;... __ __ _ . _ _ . ... . _ . _ _ � A—I184 � o $o �ao ,So SCALE IN fEET A PLAT OF A SURVEY PARCEI. 4 - OF PARCEL 4 NUMBER - ACRES SQUARE PE - F ILE I-820 mvtsioN Ap(,�,�151TIOtd t. 2921 56, 282 Texaa TTA Department SCALE �, Ato x�o,�cr ►n. aaw.c s a w covnrr �� 11.4143 497� 206 ofTransportatfon p ao�o ��� ��pp� 0008-14-093 TARRANT REAA4IPDER AREA 10.1222 440,924 J � � � � � N. T. S. �xxx> R. o. w. ESMT. U. E. 0. H. T. C. T. P. R. T. C. 7. O.P.R.T.C.T, D12345 fiyp) a. i. � �� ...,iJIQ' � —F-- ca CD P.O.C. P:09. P:O,T. P.OR. ADL 0 N s E W � a tC,M.> +� +► TXODT TYPE 1 LIXJCRETE MpNUAENT FOUND T%DO7 TYPE ]I CONCRETE MONUMENT FOUND 6/9" SMOOTH IPON ROp SET W�TN TXpOT ALUM. CAP IUNLE55 NOTEOliO 8� REPLACEO BY TRDOT TYPE !I CONCRETE MONUAIENT 5/8" SIAOOTH IRON R� SET WITN T%OOT ALUM. CAP tUNLE55 NOTE01 5/B" SMOOTH iflON R00 SET W�TH TXDOT ALUM. CAP S7AMPED "ACCE55 DENIAL"IUNLE55 NOTED) 110NUIENT FOIJND ITYPE b SIZE NOTED) CALCULA7ED P03NT / CENTRA� ANCLE NOt TO SCA�E RECORO MFORA1ATpN NIGNT-OF-WAY EASEMENT Ui�ITY EASEMENi 6EED RECOflDS.7ARRANT COUNTY.TEXAS PLAT PECONDS,TARRANT COUNTY,TEXAS OFfICIAL PUBLIC RECOROS.TARRANT COUNTY,TEXAS COIJMY CLERK DOCUAIENT NUAIBER ORAIMAGE EASENENT 8111L01NG SETBAqf LINE 615TANCE NOT SNOIYN TO SCALE PROPERTY LMIE I•820 CENiERL�ME I•820 PROPOS£D PoGHT-OF-WAY LINE i-820 PROPOSEO RIGNT-OF•WAY AND ACCESS �EM0.l LNE APPRO)fM1ATE SURVEY Ltl� ExisnHc rxoor mcHr-ov-Kar E%ISTING TXOOT PoGMi-OF-WAY BASELWE PROPOSED � OR � PROPpSED EASEMENT I.WE CHORD BEAWNG � CHOflD DISTANLE � PON7 OF COMMENCING POwT Of BEGIINNG � " PON7 OF TERFIINA110N ' POMT OF flEFERENCE aCCESS OEwAt. LNE OEGREES ►tlNUTES / FEET SECON6S naRrH SOUTH EAS7 MEST LENGTH RAqUS CONTROl.IWC MONUAIEN7 PARENT TRACT EXHIBI7 "A" PLAT TO ACCOMPANY PARCEL DESCRIPTION PA6E 5 ot 5 as of 02/22/IO 11 ALL BEARiN6S SHOWN HEREON ARE BASED GPON THE TEXAS STATE PLANE COOROINATE SYSTEM, NA08� (CORSI TEXAS NORiN CENTRAL iON� l42p2). ALL pISI'q�yC�'S SHOWN HEREON Af7E SURFACE' D/STANCES. ALL COORDlNATES ARE �-820 PROJECT vALUES. THE i-B,ZO SrarE PUwE GR�Q TO PROJECT SURFACE ADJUSTMENT SCALE FACTOR f5 l.OQ0/2. BASEO ON CQRS STaTIONS TxAR P!D OF5387 AND TXDE PID DF8986 AS PUBUSHED BY N�S; 2) lMPROVEMENTS SHOYYN NEREON aJ4E fROM DlG7TAL PHOTO�RAMMETRY FlLES ANO OR THE ADDITIONAL DELINEATION OF /MPROVEMENTS WNICH HAVE BEEN BIIILT !Of? REMOV£D) AFTER TNE PHOTO�RAMMETRY W,45 DEVELOPED. .i1 THE EASEMENTS SHOWN OR NpTEQ AND ADDf?ESSEb ON THIS 5URVEY ARE THOSE USTED /N SCHEDULE B OF THE TITL.Lc COAIMITMENT rSSUED BY Lawyera T►r/e tnsurance Corp�orofloir, FILE N0. 704•5/09; EFFECTNE DATE DECEMBER 2, 20D9. 41 THE FOLLON'iNG EAS,�MENTS USTED IN SCH�DUL,E 8 OF THE TITLE COMMITM,ENT DO NOT APPLY TO THIS PARCEL• ESMT. pOCUM�'NT NUAIBER D205Q7938S 5) TH�' ACREAGE CALCUtATED AND SHOWN NEREDN !S CONVERTED FROM THE 50UARE FOOTAGE SHOWN HEREON. AND IS FOR INFORMATIONAL PURPOSE'S ONLY, 6J ALL STATIONS AND OFFSETS SHOWN ARE CALCUlATEO RELATNE TO THE PROJECT CENTERUNE f1-820 BASELlNEI UNLESS OTHERWISE NOTED. 71 ACCESS TO AND FROM THE 1-824 TRANSF'ORTAT/ON F,4ClUTY, lN AREAS WNERE ACCESS IS NOT SPECIFICALLY DENJED NEREON, w�u sE sue�Ecr ro poucE �awERs. Bl ACCESS l5 DENlED TO AND FROM THE TRANSPORTATlON FACILITY ACROSS TH£ ACCESS DEN/AL UNE'. ! NEREBY CERTIFY THAT THIS PLAT AND THE ACCOMPANYING DESCRIPTION 0�' �'VE'N DAl'E' HEREW/TH,ARE TRUE AND CORRECT TO THE BEST 0� MY KNOWLEOGE AND BELIEF AND THAT TNE PRtJPERTY SNOWN HEREIN WA5 DETERM/NED BY A SURVEY �IADE ON lHE GROUND UNDER ,tlY D/RECTtpN AND SUPEftVlSION. �.±//.//.LL.-�/�����.�.��� '�./"�Z//� A!lCNAEL DAN �iVIS 'DATE � RE6ISTERE'D PROFESSIONAL LAND SURVEYOR TEXAS REGlSTRATION N0. 4839 ��`��' �•T�r.r�'.�r ,:r . �� � �.,'9 * :.��............�,� G�; *. �i1CHaEL D�v .D:11�1� ............................. . � ; �,l �1 f338 � : � 9�J�.Fl:.r:�uC`Q4 �t� ��� � R � �, Tacas Departmant ofTransportadon p :o�o LEGEND FILE SCALE 1' =100' A PLAT OF A SURVEY OF PARCEL 4 I-820 FEOERN. AID if70,fCT K7L 0.0.M.�C. 5. .� K1 0008-14-093 D1VtSid7 TTA GOUNTY TARRANT PARCEL NUMBER SITION � 1. 2921 � 56, 282 AREA t t. 4143 497, 206 h1DER AREA 10. 1222 440.924 rnot to sco�e) COMMITMENT FOR TITLE INSURANCE Issued By Lawyers Title Ifzsui�aiZce Corporatio�i, a Nebraska cotporation SCHEDULE B EXCEPTIONS FROM COVERAG� In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorneys' fees, and expenses resulting from: The following restrictive covenants of record itemized below (We must either insert specific recording data or delete this exception): The following: Volume 11292, Page 492 and Volume 12023, Page 1388, of the Count,y Clerk's Official Records of Tarrant County, Texas, but omitting any covenant or restriction based on race, color, religion, sex, handicap, familial status or nationai origin unless and onl,y to the extent that said covenant (a) is exempt under chapter 42, Section 3607 of the United States Code or (b) relates to handicap but does not discriminate against haudicapped persons. 2. Any discrepancies, conflicts, or shortages in area or boundary lines, or any encroachments or protrusions, or any overlapping ofimprovements. 3. Homestead or community property or survivorship rights, if any, of any spouse of any insured. (Applies to the Owner's Policy only.) 4. Any titles or rights asserted by anyone, including, but not ]imited to, persons, the public, corporations, governments or other entities, a. to tidelands, or lands comprising the shores or beds of navigable or perennial rivers and streams, lakes, bays, gulfs or oceans, or b. to lands beyond the ]ine of harbor or bulkhead lines as established or changed by any government, or c. to filled-in lands, or artificial islands, or d. to statutory water rights, including riparian rights, or e. to the area extending from the ]ine of inean low tide to the line of vegetation, or the rights of access to that area or easement along and across that area. (Applies to the Owner's Policy only.) 5. All standby fees, taxes and assessments by any taxing authority, current and delinquent. 6. The terms and conditions of the documents creating your interest in the land. 7. Materials furnished or labor perfoi7ned in connection with planned construction before signing and delivering the lien document described in Schedule A, if the ]and is part of the homestead of the owner. (Applies to the Loan Title Policy Binder on Interim Construction Loan only, and may be deleted if satisfactory evidence is furnished to us before a binder is issued.) 8. Liens and leases that affect the title to the land, but that are subordinate to the lien of the insured mortgage. (Applies to Loan Policy (T-2) only.) ;; 9. The Exceptions from Coverage and Express Insurance in Schedule B of the Texas Short Form Residential Loan Policy (T- rORM T-7: Commitment for Title Insurance Page 3 Continuation of Schedule B GF No. 704-5109 2R). (Applies to Texas Sho��t Form Residential Loan Policy (T-2R) only. Separate exceptions 1 through 8 of this Schedule B do not apply to the Texas Short Form Residential Loan Policy (T-2R). 10. The following matters and all terms of the documents creating or offering evidence of the matters (We must insert matters or delete this exception.): a. The following matters affecting the subject property as shown on the plat recorded at Cabinet A, Slide 7181: A(n) utility, easement, 20 feet in width, along the South property line(s). b. Easement executed by Hunt Investment Corporation to City of Fort Worth, filed June 29, 1981, recorded in/under Volume 7143, Page 35, of the County Clerk's Of�cial Records of Tarrant County, Texas. c. Easement executed by The Rutl� Ray and H.L. Hunt Foundation, et al to City of Fort Worth, filed December 20, 2001, recorded in/under Volume 15343, Page 29, of the County Clerk's Official Records of Tarrant County, Texas. d. Underground Pipeline Easement and Right-of-Way Agreement by and beriveen Mac Churchill Properties North, Ltd. and CROSSTEX NORTH TEXAS GATHERING, L.P., filed February 22, 2007, recorded in/under Clerk's File No. D207062981, of the County Clerk's Official Records of Tarrant County, Texas. e. Underground Pipeline Easement and Right-of-Way Agreement by and between Mac Cl�urchill Properties North, Ltd. and BARNETT GATHERING, L.P., filed November 30, 2007, recorded in/under Clerk's File No. D207425369, of the County Clerk's Official Records of Tarrant County, , Texas. f. Underground Pipeline Easement and Right-of-Way Agreement by and behveen Mac Churchill Properties North, Ltd. and Enterprise Texas Pipeline LLC, filed May 28, 2009, recorded in/under Clerk's File No. D209141718, of the Count,y Clerk's Official Records of Tarrant County, Texas. g. Visible and apparent easements not appearing of record. h. Rigl�ts of tenants in possession under the terms of any unrecorded leases, subleases and/or rental agreements. TORM T-7: Commitment for TiHe Insurance Page 4 Attachment "A" Parcel 5 , County: Tarrant Parcel: 5 EXI�iBIT "A" Segment: Segment 1 Highway: Interstate Highway 820 Limits: From I-3SW to Northeast Interchange Federal Aid Project No.: R.O.W. CS,i: 0008-14-093 Description for Parcel5 Page 1 of 5 March 24, 2010 Being a 43,$77 square foot tract in the D. Odum Survey, Abstract Nurnber 1184, City of Fort Worth, Tarrant County, Texas, and being out of and a portion of that certain Remainder of Tract 5, desc�ibed in a General Wac�ranty Deed, dated January 16, 1989, to The Ruth Foundation, and a Correction General Wananty Deed, dated January 25, 1989, to The Ruth Ray and H.L. Hur�t Foundatio� (Hunt Foundation traet), as recorded in Volume 9490, Page '751; arid Volume 9498, Page 1906, respectively, Deed Records, Tarrant County, Texas, said 43,877 square feet of land being more particularly described by metes and bounds as follows: COMMENCING at a 1/2" iron rod found at the Northwest corner of the remaining portion of said Hunt Foundation tract, same being the Northeast corner of Lot 2, Mac Churchill Subdivision, an addition to the City of Fort Worth, Tarrant County, Texas, as�recorded in Cabinet A, Slide 7181, Plat Records, Tarrant County, Texas, said POINT OF COMMENCING aiso being 918.99 feet North of and at right angles to centerline survey station 683+'74.40 of the proposed centerline o� Interstate 820; THENCE South 00 degrees 31 zninutes 02 seconds East, along the West line of the remaining portion of said Hunt Foundation tract and the East line of said Lot 2, a distance of b45.Q2 feet to a 5/8-inch smoath iron rod with an alum�num cap sta.mped "T�OT" set at the intersection of the proposed North right-of way line of Interstate 820 with the West line of the xemaini�g portion of said Hunt Foundation tract and the East line of said Lot 2 far the POINT OF BEGINNING, said POINT OF BEGINNING being 274A� feet North of and at right angl�s tb centerline survey station 683+85.80 of the proposed centerline of Interstate 820, said POINT OF BEGINNING also being at the begirming of an Access of Denial Line; EXHIBIT "A" County: Tarrant Parcei: 5 Segment: Segment 1 Highway: Interstate Highway 820 Limits: �rorn I-35W to Northeast Interchange Federal Aid Froject No.: R.O.W. CSJ: 0008-14-093 Description for Parcel 5 Page 2 of 5 March 24, 2010 (1) THENCE South 87 degrees 1S minutes 18 seconds East, crossing said Hunt Foundation tract, along the proposed North right-of-way line of Interstate 820 and said Access Denial Line, passing at a distance of 44.33 feet, a 5/8-inch smooth iron rod with an aluminum cap stamped ACCESS DENIA.L sat for the end of said Access Denial Line, passing at a distance of 154.33 feet a 5/8-inch smooth iron rod with an aiuminum cap stamped ACCESS DENIAL set for the beginning of an Access Denial Line, and passing at a distance of 622.15 feet a 5/8-inch smooth iron rod with an alumirium cap stamped ACCESS b�NIAL set for the end of said Access Denial line, and passing at a distance of 684.97 feet a 5/8-inch smooth iron xod with an aluminum cap stamped ACCESS DENTAL set for the beguuiing of an Access Denial Line, and continue, a total dist�nce of 723.73 feet to a 518-inch smooth iron rod �with aluminum cap statnped "TxDOT" set at the intersection of said propased North right-of-way line of Interstate 820 with the East line .of the remainder of the aforesaid Tract 5, same being the West line of Lat 1-R, Block 5, Fossil Creek, Phase I, Section 2, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Volume 388-188, Page' 41, Plat Records, Tarrant County, Texas, said point being the end of said Access Denial Line; {2) THENCE South 03 degrees 12 minutes 54 seconds West, along the common line between the said reznainder of Tract 5 and said Lot 1-R, a distance of 40,29 feet ta the Southeast corner of said Remainder of Tract 5, same being the Southwest corner of said Lot 1-R, said point being in tl�e existing North right-of-way line of Interstate Highway 820 (350' ROW}, as recorded in Volume 3790, Page 172, Deed Records, Tarrant County, Texas; (3) THENCE South 89 degrees 28 minutes 58 seconds West, along said existing North right- of way line of Interstate 820 and the South line of said remainder af Tzact 5, a distance of 719.94 feet to a 1/2-inch iron rod found for the Southwest corner of said remainder of Tract 5 and the Southeast corner of the aforesaid Lot 2; (4) THENCE North �0 degrees 31 minu#es 02 seconds West, alc�ng the common line between the said remainder of Tract 5 and said Lot 2, a distance of 81.39 feet to the POINT OF BEGiIVNING, and containing 43,877 square feet [1.0473 acres] of land, more or less. County: Tarrant Parcel: 5 EXHIBiT "A" Segment: Segment 1 Highway: Interstate Highway 820 Limits: From I-3SW to Northeast Interchange Federal Aid Project No.: R.O.W. CSJ: �008-14-093 Page 3 of 5 March 24, 2010 Description for Parcel 5 N4TES: All bearings shown herein are based upon the Texas State Plane Coordinate �System, NAD83. (CORS), Texas North Central Zone (4202). All distances shown herein are surface distances. All coordinat�s.are I-820 Project Values. '�'he I-820 State Plane Grid to Surface Adjustment factor is 1.0�012, based on CORS Stations TXAR PID DF538'7 and TXDE PID DF8986 as published'by NGS. Access is prohibited across the "Access Denial Line" to the transportation facility from the adjacent property. ** The monument described by metes and bounds and set in this call, aftex acquisition, will be replaced with a TxDOT Type II right-of way marker under the supervision of a Registered Professional Land Surveyor. I hereby certify that this plat and the accompanying description o� ev�n date herewith are true and correct to the best of rny knowledge and belief and that the property shown herein was deterna►ined by a survey made on the ground under my direction and supervision. � Michael Dan Davis / � DA'I`E: Registered Professional Land Surveyor No. 4838 DANNENBAUM ENGINEERING CORPORATION T.B.P.L.S. REGISTRATIONNO. 1011$$-00 6421 CAMP B�WIE BLVD. SUIT'E 400 FORT Wt�RTH, TEXAS '76116 Office (8I7) 763-8883 Fax (817) 377-2956 �P��� ��r �rF-� � .�'F.�' � 9F • S * ; e- o . .................. •. MICHAEL DAN DAVIS �: Po 4838 ....p ;¢.. �L��.'`.'es s �o`'-y0 SUR�� � �';.;;°` � i i i � �urw YJ P, 0. C. PAI4GEL 5 STA. • 683•74. 90 9/B. 99' Lt. Lo12 �A�x CAurcNll Subdlvlslon Cob. A. Slide 7181 's'� P.R.T.C.T. �� EXHIBIi "A" PLAT TO ACCOMPANY PARC�L DESCRIPTION 43.877 SQ. F7, ��,,��; 5 STA. SBy40,CV Z68.01'LT �� Remolnder TrpCt 5 The Ruih Roy & N�Lr�Hunf Foundotlon VOLUME 9998, PAGE /9a6 Th� Ru1h Foundallan VOLUME 9990, PAGE 751 D.R.T,C.T. D. ODUM SURV�Y A-!l84 "w•3�• �� IID.AD' SB7757B`E 723.73' . .. , �. �, �1 � EU'PIAEUNE fSMT �Oli%.BZ' � � j ' ! �� BARNETT G�THEp�NG tp � 20'UTIIJ�'Y EASEfIENi � � � j; . \ . � °;� ►�� � �, �� � 0 P.� �45M5 Vd.O7�.7i Po J5 62. BZ' � ! ( t ��..._---;j�; --------_..___---�._...__,__�_�---�:'-''.,___._.._._----•-�---------..__-._----_.-�__�__.__-SQ3'!R•�A�=... -��-., .. 40.29' i �``. �� _ _ rc,a., S8978'58`W 719.94' EXI5TING 1•820 R.O.W. ! fro vrrn _...__ .._.-- _.._........_ ... ._-----..._.. _...... . ... _... --... __..._ ____........_.,_. . ...._--• PD"PlPEUNE'�SIiT---.._...........__._.__..........-- .___... __ _.... .....,......_. . . . ._.._.......... _ ... — -•.:.._ ___..... Oia�eeiy � E020it5H75 i `'�:�. O.P.R.T.C.T. ,,..._..,.,...:. _`.__.,.....,. ........,..�....,..,.. ....._ e� ;.., ..,,, .._...... , , _..�_,_-�._......,._ __..._... ._.. .i_.. :., + t • .._._. , ...._ .: .,. „ _'__.•-_.-.. ... .... ..._...__.. ..._ . ..: ,....__.Wti . . . . ....,.. .. � � '--�.... . ....__..._._ s10iB Or �eXOs...._......_si._,,. �; -.... _...... .....3: .. �_ ...._.... _ ..__...._-. _ _ .__ __ ._. ..._.__ _. -- ._ . , Va..3790 .Pq. n2 _� 1: ___..._.,...__"_ (-�50....RR-O..IN ) , .._.. •o.R.r.c:-r-.-_... . ;, .. __. ...---_.._...,.._____.-------- ----.._......____.....,_.......---_ ___..... ...._.-----........ ____..__..;._._, _-_ -- --_ _ -----. ____,�....._._....____. _._ .. _.__ _ . .__ .. .. .. ..... .. . - -----.. ......._.._----- s$ 9° ^30' � s�� E PROPOSED � 1-820 _�... — .....,�..� �.. .. _ . ............. . . --- ----:::.�.. ._..__.._...... ._.......___._.._- - 6 5 00 - -,--- . -�-- . . ,.� _ . _._.......__ _.._..... -�---- _..._.._...___ __._.�_- ._ ....._,.;;�:�.>--_ ... ---_...._..._. _ .__ -- 69.��*. ��...----.._ _----- ; c�r� _o�--Fo�-r -w�R-r-H ......_.., ..�. _ _ _ ___.. . __ _:.-- -- � ,. _ TARRANT COUNTY �� �� � _ __�_ .. .__ __�.._ ._..__--..._ 0 50 100 I50 SCALE IN FEET Texas Departmrnc ofTranapatetlon p 20�0 5��683•85. 80 274.Q/' U. f8EG1N AOl. PARC�t, 51 � F1LE SCALE 1° ■100' SANDSHEl1 ORNE !60' NOWI Cab. A, S1ide 2715 P. R. T,C. T. A PLAT OF A SURVEY OF PARCEL 5 I�SZO F'F.OERN. AID PF0.JE'CT N4 R0.M, �C. 5, d I�q, �008-14-093 PAGE 4 of 5 os ot 03/24/l0 � � REPLAT ,` I Lo1 hR, Black 5-"""'�~ Fass11 Creek, ' ' Plqse l. Seallon 2 i^� Vo1. 38B-IBB, P�. 91 �� P.R.T.C.T. ` i� i r 30'Y06H, PoAftlNE � va. s�so. rfl. 504 --�� D.R.T.C.T, i . ;W � (END Abl ,� � i� PARCfL 51 � . STA. 69198.911ry I 245.65'tT -�q� (BEG/H A�. ' � ( �AF7CEL 51 ' - a cseao.2a + Pf! !T' LT PARCEL I 5 Nl1MR�R oivtsioH ACWTSTTIOPf 1,0p?3 43�8?7 TTA . _ COUNiY �� �EA 12. 3996 540,125 TARRANT REM4INDER AREA 11, 3923 496, 248 EXHIBIT "A" LEGENp � ixpp7 TYPE i LONCRETE MOMUMENT FOUNp TXD07 TYPE tt COnCRE7E 1qNU�AEHi FWND PLAT TO ACCOMPANY PARCEL DESCRIPTION PA6E 5 of 5 as ot 0�/24//0 ALL BEARlN6S SHOWN HER�ON ARE BASED UPON 7'HE iEXAS STATE PLAWE COORDINATE SYST�Al, NAQ83 lCORS! TEXAS NORTN CENTRA! ZONE (42021, ALL DISTANCES SNOWN H�'REON ARE SURFAC£ D/STANCES. ALL CODRDINATES ARE I-B20 PRWECT VALU�S. TNE 1-820 STATE PLANE GRID TO PROJECT SURFACE ADJU5TMENT SCALE F,4CTOR 15 I.00012, BASED ON CORS STATlONS TXAR PlD DF53BT AND TXDE Plp DF6986 AS PUBUSHED BY NGS. � 5/8' SMOOTN �RON R0p SET WITH TXOOT A�UM, r� CAP <UNI.ESS NOTEO)70 BE REPIACED BY TX00T TYPE [I CONCRETE 6qM1MfHT O 5/e" $AlOOTH IRON ROD SET M1TH 7XDOT AIUN. CAP IUNI.ESS NOTED� O 5/8" SMOOTH IRON ROD SE1 WITH TXDOT ALUM. CAP STAMPED 'ACCESS DENlAL"tUNLE55 NOTED) � L�NLNAENT FOUND ITYPE 6 SIZf NOiED) I � CALCULAT�D POINT / CENTR�iL ANGIE N. T. 5. ixxx� R,O.N. ESMT. U. E. p. R, T. C. T. P. R. T. C. T. O.p,R.T.C.T, 012345 Ityp) D, E. e. �. � �� "'..5�.�. •--�4-- —F--- CB CD P.O.C, P.Ob. P.O.T. r.o,a. AOL 0 �� N s E w L R fC.N.I +� � NOT 10 SCALE RECOHD IIF4RMATION RiGHT-Oi'-WAY EASF.AIENT uturr �asE►.�Nr OEEO tiECORDS, TAflRANT GWN7Y, TE%AS PIAT RfCORDS.TAARdNT COl1NTY, T�XAS OFF�CIAL PUBLIC RECOR�S,TApqANi COUNTY, 7ERn5 LOUNTY CLEflK OOCUMENT NUMBER DRAINAGE EASEAI�NT BIALDWO SETBACK LMfE OISTANCE NOT SFIOWN TO SLALE PAOPERTY LINE 1-820 CENTERLINE I-820 PRpPO5E0 RIGNT-OF-W�Y t,WE I•820 PROPOSEO RIGHT-OF-WAY APD ACCESS DENIAL LW� APPROXIMA7E SURVEY IIME EXf571NC TXDOi RIGHT-Of-WAY E%ISTING TXDOT RICHT-OF-WAY BASELINE pROPOSED f DA R PROAOSED EASE/dENT UNE CHONp BEARING CHOAD DISTANCE . POIHT OF COMNEHCINC PqNi OF BEGINNINC POINi OF TERAYNAitON POWT OF REFERENCE ACCESS DENIAL LWE DECREES ltRrUTES / FEET SECONDS NOR7H SpUTH EAS7 NEST LENGTH RAdUS CONiROLIIkG NONUMENT 21 lMPROVEM�NTS SHOWN HEREON ARE FRpM D/GITAL PHOiOGRAMMETRY FILES ANp OR THE ADDITION,4� DELINEATION OF' IMPROVE,4�FN�'S WNlCN HAVE BE�N BUILT fOR REMOVEDI AFTER THE PHOTOGRAMMETRY WAS DEVELOPED. 31 TNE £ASEMEN7'S SHOWN OR NOTED AND ADDR�SSED ON THJS SURVEY ARE THOSE USTED IN SCHEDULE B OF THE TITLE' COMMITMENT ISSUED BY Lawyers T11/e lnsuronce Corporot/on, FILE N0. 704-51/0, EFF'ECTNE DATE FEBRUAilY /0, 20/D. 41 THE FOLLOWING EASE'MENTS LlSTED lN SCHEDU,CE 8 OF THE 77TLE COMAl1TMENT DO NOT APPLY TO THIS PARCELr ESMT. VOL. 7084. P�. 2244 ESMT. VOL. 7143. PG. 30 51 TH� ACREAGE CAtCULATED AND SHOWN NEREDN !S CONVERTED FROM TNE - SOUARE Fq7TAGE SHQWN HEREON. AND lS FOR INFORAIATIDNAL PURPOSES ONLY. 61 ALL STATIONS AND OFFSEiS SHOWN ARE CALCULATED RELATNE TQ THE PROJECT CENTERUNE f1-820 BASEUNE) UNLESS OiHERWISE NOTED. 71 ACCESS TO ANO FROAI THE t-B20 TR,4NSPpRTATIpN f'AClUTY, lN ARE'AS WNERE ACCESS !S N07' SPEClFICALLY DENlED HEREON, WlLL BE SUBJECT TO POUCE PUN�ERS. PU BJ ACCESS IS DENIED TO AND FROM THE TRANSPORTATION FACfUTY ACROSS TNE ACCESS DENI,4L UNE'. l HEREBY CERTIFY THAT THIS PLAT AND THE ACCOMP,4M'lNG DESCRlPTION OF EVEN DATE HE'R�VyITH,.4RE TRUE AND CORRECT TO THE BEST OF ,NY KNOWLEDG�' AND BEUEF ANp TNAT THE PROPERT?' SHQWN NEREIN WAS DETERM/NED BY A SURVEY MADE ON THE GROUND UNDER MY DIR�'CTION AND SUPERVIS/ON. � � MlCHA�' AN (JA►�!S DATE REGISTERED PROFESSIONAL lANO SURYEYOR TEXAS REGISTRATION N0. 4838 ,� �, 0 k' ��1, � �Yc���,�F� ��,a� . �*�.::." ............... °.�. 2*. h[1CH�1E1.. DA�' DAVIS , .................... ' � 4838 � ' C''' �ro . ,,? •:�. �.O.�F, s � � •�O �, ,...,,� SUR��' PLAT OF A SURVEY OF PARCEL 5 ,Texas Department ofTranaportation � zo�o �ILE : � PARCEL. NUMBER 5 oivtsioN AC(XIISITION �,p073 TTA 43, 8�7 'S40� 125 496, 2Q8 Sca�E �� ato a�aecr ra aaw� •c. s, a w, couNrr �ED '� 12. 3996 1" =10p' 0008-14-093 TARRANT REMAIt�ER AREA 11.3923 COMMITMENT FOR TITLE INSURANC� Issued E3y Fidelity National Title Insu��ance Company SCHEDULE B EXCEPTIONS FROM COVERAGE In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorneys' fees, and expenses resulting from: The following restrictive covenants of record itemized below (We must either insert specific recording data or delete this exception): *The following: Volume 7416, Page 1; Volume 8205, Page 972; Volume 8369, Page 2223; Volume 9011, Page 1996; Volume 9152, Page 2179; and Volume 9338, Page 1656; of the County Clerk's Official Records of Tarrant County, Texas, but omitting any covenant or restriction based on race, color, religion, sex, handicap, familial status or national origin unless and only to the extent that said covenant (a) is exempt under chapter 42, Section 3607 of the IJnited States Code or (b) relates to handicap but does uot discriminate against handicapped persons. Any discrepancies, conflicts, or sliortages in area or boundary lines, or any encroachments or protrusions, or an�� overlapping ofimprovements. Homestead or community property or survivorship rights, if any, of any spouse of any insured. (Applies to the Owner's Policy only.) 4. Any titles or rights asserted by anyone, including, but not limited to, persons, the public, corporations, governments or other entities, a. to tidelands, or lands comprising the shores or beds of navigable or perennial rivers and streams, lakes, bays, gulfs or oceans, or b. to lands beyond the ]ine of harbor or bulkhead lines as established or changed by any government, or c. to filled-in lands, or artifcial islands, or d. to statutory water rights, including riparian rights, or e. to the area extending from the line of inean low tide to the line of vegetation, or the rights of access to that area or easement along and across that area. (Applies to the Owner's Policy only.) 5. All standby fees, taxes and assessments by any taxing authority, current and delinquent. G The terms and conditions of the documents creating your interest in the land. 7. Materials furnished or labor performed in connection ��ith planned construction before signing and delivering the lien document described in Schedule A, if the land is part of the homestead of the owner. (Applies to the Loan Title Policy Binder on Interim Construction Loan only, and may be deleted if satisfactory evidence is furnished to us before a binder is issued.) 8. Liens and leases that affect the title to the land, but that are subordinate to the lien of the insured mortgage. (Applies to Loan Policy (T-2) only.) FORM T-7: Commitment for Title Insurance Page 3 Continuation of Schedule B GFNo. 704-5110 The Exceptions from Coverage and Express Insw•ance in Schedule B of the Texas Short Form Residential Loan Policy (T- 2R). (Applies to Texas Short Fonn Residential Loan Policy (T-2R) oniy. Separate exceptions 1 through 8 of this Schedule B do not apply to the Texas Short Fonn Residential Loan Policy (T-2R). 10. The following matters and all terms of the documents creating or offering evidence of the matters (We must inse��t matters or delete this exception.): a. Easement executed b,y Hunt Investment Corporation to Cit�� of Fort Worth, Texas, filed June 29,1981, recorded i��/under Volume 7143, Page 35, of the County Clerk's Official Records of Tarrant County, Texas. b, Pipeline easement executed b,y Hunt Investment Corporation to Mobil Pipe Line Company, filed April 4, 1985, recorded in/under Volume 8140, Page 604, of the County Clerk's Official Records of Tarrant County, Texas. c. Underground Pipeline Easement and Right-of-Way Agreement by and between The Nancy Ann and Ra,y L. Hunt Foundation and the Ruth roundation and Barnett Gathering, L.P., filed December 26, 2007, recorded in/under Clerk's File No. D207454175, of the County Clerk's Official Records of Tarrant County, Texas. d. Co-ownership Agreement by and beriveen The Ruth Ray and A. L. Hunt Foundation and The Ruth Foundation, filed June 21, 1989, recorded in/under Volume 9624, Page 632, of the County Clerk's Official Records of Tarrant County, Texas. e. Visible and apparent easements not appearing of record. f. Rights of tenants in possession under the terms of any unrecorded leases, subleases and/or rental agreements. rORA7 T-7: Commitment for Title Insuranee Page 4 Attachment "A" Parcel 6 County: Tarrant Parcel: 6 EXHIBIT "A" Segment: Segment 1 Highway: Interstate 820 Limits: From I-35W to Northeast Interchange Federal Aid Project No.: R.O.W. CSJ: 0008-14-093 Description for Parcel6 Page 1 of 5 April 13, 20 i 0 BEING an 11,287 square foot tract of land in the D. Odum Survey, Abstract Number 1184, Fort Worth, Tarrant County, Texas, and being out of and a portion of the remainder of Lot 1-R, Block 5, Fossil Creek, Phase I, Section 2, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Volume 388-1$8, Page 41, Plat Records, Tarrant County, Texas, said remainder of Lot 1-R is described in a Special Warranty Deed dated August 13, 1998, to Fossil Creek Crown Partners, LTD.(1), as recorded in Document Number D198186076, Of�icial Public Records, Tarrant County, Texas, said 11,287 square foot tract being more particularly described by metes and bouncls as follows: COMMENCING at a 1/2 inch iron rod found for the Northeast corner of said Lot 1-R and the Northwest corner of Lot 2R-1 A, Block 5, Fossil Creek, Phase I, Section 2, an addition to the City of Fort Worth, Tarrant County, 'Texas, as recorded in Cabinet A, Slide 11688, Plat Records, Tarrant County, Texas, said POINT OF COMMENCING being in the existing S�uth right-of- way line af Sandshell Drive (60' ROV1�, as recorded in Cabinet A, Slide 2715, Plat Records, Tarrant County, Texas, said POINT OF COMMENCING also being 938.31 feet North of and at right angles to centerline survey station 694+'79.69 of the proposed centerline of Interstate 820; THENCE South 00 degrees 31 minutes 04 seconds East, along the East line of said remainder of Lot 1-R and the West line of said Lot 2R-1 A, passing at a distance of 309.13 feet the Southwest corner of said Lot 2R-1 A, same being the Northwest corner of Lot 3R, Block 5, Fossil Creek, Phase I, Section 2, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide �t043, Plat Records, Tarrant County, Texas, and continuing along the East line of said remainder of Lot 1-R and the West line of said Lot 3R, for a total distance of 707.17 feet to a 5/8 inch smooth iron rod with aluminum cap stamped "TxDOT" set at the intersection of the East line of said remainder of Lot 1-R and the West line of said Lot 3R with the proposed North right-of-way line of Interstate 820 for the POINT OF BEGINNING, said POINT OF BEGINNING being 231.25 feet North of and at right angles to centerline survey station 694+92.19 of the proposed centerline of Interstate 820; (l) THENCE South 00 degrees 31 minutes 04 seconds East, continuing along the East line of said remainder of Lot 1-R and the West line of said Lot 3R, a distance of 19.04 feet to the Southwest corner of said Lot 3R, said point bein� in the existing North right-of-way line of Interstate 820 (350' ROW), as recorded in Volu►ne 3790, Page 172, Deed Records, Tarrant County, Texas; EXHIBIT "A" County: Tarrant Parcel: 6 Segment: Segment 1 Highway: Interstate 820 Limits: From I-35W to Northeast Interchange Federal Aid Project No.: R.O.W. CSJ: 0008-14-093 Description for Parcel 6 Page 2 of S April 13, 2010 (2) THENCE South 89 degrees 28 minutes 58 seconds West, along the existing North right- of-way line of Interstate 820 and the South line of said Lot 1-R, a distance of 385.53 feet to the Southwest corner of said Lot 1-R, same being the Southeast corner of that certain tract of land described as Tract 5, in deed to the Ruth Ray & H.L. Hunt Foundation, as recorded in Volume 9498, Page 1906, and the Ruth Foundation, as recorded in Volume 9490, Page 751, Deed Records, Tarrant County, Texas (Hunt tract); (3) THENCE North 03 degrees 12 minutes 54 seconds East, along the common line between said Lot 1-R and said Hunt tract, a distance of 40.29 feet to a 5/8 inch smooth iron rod with aluminum cap stamped "TxDOT" set for the intersection of the common line between said Lot 1-R and said Hunt tract with the proposed Norih right-of-way line of Interstate 820, said point being the beginning of an Access Denial Line; (4) THENCE South 87 degrees 1 S minutes 18 seconds East, crossing said Lot 1-R, along the proposed North right-of-way line of Interstate 820 and said Access Denial Line, passing at a distance of ] 0.66 feet, a 5/8 inch smooth iron rod with aluminum cap stamped ACCESS DENIAL set for the end of said Access Denial Line, passing at a distance of 51.83 feet a 5/8 inch smooth iron rod with aluminum cap stamped ACCESS DENIAL set for the beginning of an Access Denial Line, an continue, a total distance of 303.25 feet to a 5/8 inch smooth iron rod with aluminum cap stamped "TxDOT" sei for the beginning of a curve to the left whose long chord bears South 87 degrees 43 minutes 27 seconds East, a distance of 80.25 feet;** (5) THENCE Southeasterly, continuing across said Lot 1-R, along the proposed North right- of-way line of Interstate 820 and said Access Denial Line, curving to the left, having a radius of 4,900.04 feet, a central angle of 00 degrees 56 minutes 18 seconds, passing at an arc distance of 32.18 feet, a 5/8 inch smooth iron rod with aluminum cap stamped ACCESS DENIAL set for the end of said Access Denial Line, passing at an arc distance of 63.69 feet, a 5/8 inch smooth iron rod with aluminum cap statnped ACCESS DENIAL set for the beginning of an Access Denial Line, and continue for a total arc distance of 80.25 feet to the POINT OF BEGINNING, and containing 11,287 square feet [0.2591 acres) of land, more or less. EXHIBIT "A" County: Tarrant Parcel: 6 Segment: Segment 1 Highway: Interstate 820 Limits: From I-35W to Northeast Interchange Federal Aid Project No.: R.O.W. CSJ: 0008-14-093 Description for Parcel6 Page 3 of 5 April 13, 2010 NOTES: All bearings shown herein are based upon the Texas State Plane Coordinate System, NAD83 (CORS), Texas North Central Zone (4202). All distances shown herein are surface distances. All coordinates are I- 820 Project Values. The I-820 State Plane Grid to Surface Adjustment factor is 1.00012, based on CORS Stations TXAR PID DF5387 and TXDE PID DF89$6 as published by NGS. Access is prohibited across the "Access Denial Line" to the transportation facility from the adjacent properiy. ** The monument described by metes and bounds and set in this call, after acquisition, will be replaced with a TxDOT Type II right-of-way marker under the supervision of a Registered Professional Land Surveyor. I hereby certify that this plat and the accompanying description of even date herewith are true and correct to the best of my knowledge and belief and that the property shown herein was determined by a survey made on the ground under my direction and supervision. i3 Michael Dan Davis / D,�TE: Registered Professional Land Surveyor No. 4838 DANNENBAUM ENGINEERING CORPORATION T.B.P.L.S. REGISTRATION NO. 101188-00 6421 CAMP BOWIE BLVD. SUITE 400 F�RT WORTH, TEXAS 76116 Office (817) 763-8883 Fax (817) 377-2956 �E. �.F..TF �� �'G ,�F RF 9S *:'Q r,�d o.* .........................:.... MICHAEL DAN DAVIS . .................. 9: 90 4838 �.� P 'L� '`.�E s s � o.`'�y0 S�R�� EXHIBIT "A" PLAT TO ACCOMPANY PARCE� DESCRIPTION SANDSHELL DRNE f60' ROWI Cob. A, SliOe 2715 c".Q.;��'" P.R.T.C.T. . � .,�,.� ..�. w � ✓.�..v .r �. iE:ir.! ' ' = � �i Foss11 Creek Ci� nPariners, LTD, f/1 � ' Documenf Number 0/98l86076 ' � O.P.R.7'.C.T. The Ruth Roy & H.L. �-- �s'D.f. R�p��. ; Nunl FounCatlon � ; coo. .3se�iee, srrao +� Ld I•R Bfock 5 �ul ; P.R.T.C.T, VOLUME 9498. PAGE l906 . P�Fas�IlCree�k. 2 � The Rulh FW�odon ,� i Vd. �� i�� 15'U.f.—�- »-- VOLUME 9990. PAGE 75/ �� � � 9. 41 va. s++i Rc. 2ts D.R.T.C.T. ,� , � ; � i � ; � � ll,2BT S0. FT. '` � _' IEND AAC p� Ep R.O.W. & w4� ;' I PARCEL 6) �E�� DEN/AL UNE /+ ,a, STA. 691•19.6P (.� L � 30'YO&1 P1PfL1NE—► l 215.2!'Li l.! ;�1 � va. er�o AG, coa � : � � F N reEc�N aot c�e. .�sei s£'sua�„ ' IBEC/N ADL ' � ' P.R.T.C.7. STA. 69/•//.514 , � PARCfL 6J i P�CEL 6! 2SJJ5'LI STA, 69f•60.75 5'U.E. STA. 69NOH.9l \ ' Y�J.62'LT CoD. J98•ABB. SNOe M , 2�5.65'Lr �� : P.R.T.C.T. i � ' S87'15'lB'E 303.25' _ . t41q '*� C6,/ i 5 NO3'l2'54'E _ . _ ... .. t .. - —. .. , , 40.29' ro.66� . � . _ . �. .. .. c•32.rs� S8y28'S8w 385.53' rENO �a � S8 PMCEt 61 "� va, iiu.�. Js STA. 6N•++.i� �' D.R. T.C.T. 232•54 LT (350�R.o.w, � P �"E� STA. 69�•75.67 23/.66' 11 Slale of Texos Vo1.3790. Pg. l72 D. R. T.C.T. PAGE 4 of 5 P.O. C. os of 04/l3/l0 PARCEL 6 STA. • 694•79.69 938.31' U. tazR•►n Lds 2R•lA 6 2R•2A, B/ack 5 Fossil Cleek, PAose l. SecAonp CoD A, SIld . l/6BB P.R.T,�,T, '1kM'SYSiEt'S �ajss%/ CBi�,5 Plpse !. SeCl/on2 Cob A, Sllde 4043 P.R.T,C.T, f£ND ADL PARCEL 6) P�EL 6 STA. • 694•92,lg 23/.25' Lf. a r � �� � �NO 5/BfR I/fjW � � r3/'Ot'E' •r�r,wsrsre�s �9.04' . EXlSTlN6 /•820 R,O.W � f10 S/?64 N/CM 'TRAMSYSiEYS s s 9° 30' � 8"� �- PROPOSED � 1-820 690+00 T T � �. 695 00 '_T' `—'�- CITY OF FORT WORTH TARRANT COUNTY 0 5� ��0 �50 SCALE 1N FEET rexas DepaKment ofTransportation p ao�o � FIIE SCALE 1" =100' D. ODUM SURVEY A-l184 A PLAT OF A SURVEY OF PARCEL 6 I-820 iEOFfW. AID Pl70�ECi N0. R0.1M.•C. S, J. N0. 0008-14-093 DIYISION TTA COUNTY 7ARRANT PARCEL NUMBER ACdUI5ITI0N 0.2591 DEED AREA 6.0351 REM4IMER AREA 5.7759 � i �, 2s7 262, 887 251, 600 EXHIBIT "A" LEGEND � iXp07 tYPE 1 CONCRETE MONUMENT iWND T%DOT TYPE 11 CONCRETE MONUTAENT FOUND � 5/8" SMOOTH IRON ROD SET WITH TX00T ALUM. CAP IUNLE55 NOTEOITO BE REPIACED BY TXDOT TYPE U CONCRETE NONUMENT Q 5/8" SMOOiH IRON ROD SET NITH TXpOT ALUN, CAP IUNtESS NOTE01 O 5/8" SMOOTH IRON R00 SEi WITN TXDOT ALUN. CAP STAMPED "ACCE55 OENIAL'tUNLE55 NOTE01 � MONUAIENT FOUND fTYPE B 512E NOTEpI � CA�CUTATED POINT / CENTRAI. ANGLE N. T, S. cxxx� R, o. w. ESMT. U. E. D. H. i. C. T. P. H. T. C. T. O.P.R.T,C.T, OI27�5 Ityp) D. E. e. `. � �� •••ik-- ... r�4-- --�— - - C8 CO P.O.C. P.0.8. P.O.T. P.O.N. AOL 0 �, S E w � R IC.N.f N Ik NOT i0 SCAIE RECORD INiORMAiION �ncHT-oF-wnr EASEAfENT UTi�TY EASEAIENT OEED RECOADS,iMRANT COUNiY,iEXAS PLAi RECORDS,IARRANT COUNTY,TE%AS OiFlCU1. VUBLIC RECORDS,TARRAHT COUNTY,iEXAS COUNTY CLERK DOCUMENT NUMBER DRAINAGE EASEMENt BtIILDiNG SETBACK LNE OISTANCE N07 SHOWN TO SCALE PROPfRTY LINE i-B20 CENTENIINE 1-820 PROPOSEO RICNT-OF-WAY LWE 1•820 PROPOSEO RIGHT-OF-NAY ANp ACCESS DENIAL IINE APPpOMIMATE SURVEY lWE EXISIWG TXDOT RIGHT-OF-WAY E%ISTNG i%D0T q1GNT-OF-WAY BASEIINE aaoaosEo f a+ 4 PROPOSED EASEMENT LUJE CIq7iD BEARWG CHORD qSTANCE POIH/ Of COMA1ENCtNG PpNI OF BEGINNWG PqNi OF TENAUNATION POWT OF pEfERENCE ACCESS DEMAL UNE DECREES MINUiES / FEET SECONOS NORiH SOUTH EA57 wesi IENCTH flADIUS CONTqOICUN�G� 1AONUMENT N p E NIiH A �TXpg5TTI0NaY0ti��GHTTOf�LWAYEMAflKERCEO �g,+Q�g�Tr�, su?Eqy��SIQNN OF,.�1 REGSTERED PARENT TRACT N. T. S. � Texas Depattment ofTranspoKatfon p zo�o FILE PLAT TO ACCOMPANY P,4GE 5 or 5 PARCEL DESCRIPT ION as of 04/l3/l0 p ALL BEARlN6S SHOWN HEREON ARE BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, NA083 lCORS1 TEXAS NORTH CENTRAL ZONE f42021. ALL DISTANCES 5HOWN NEREON ARE SURFACE OISTANCES. ,4L(, CppRDINATES ARE I-820 PROJECT VALUES. THE 1•820 STATE PLANE 6RlD TO PROJECT SURFACF ADJUSTMENT SCAtE FACTOR lS l.00012. BASED ON CORS STATlON5 TXAR PID DF538T AIYD TXDE PlD DF8986 AS PUBLISHED BY NGS. 2) IMPROVEMENTS SHOWN HEREON ARE FROAf DIGITAL PHOTOGRAMMETRY FILES AND OR THE ADDITIONAL DELINEATlON OF IMPROVEMENiS WHlCH HAVE BEEN B(/ILT fOR REMOVED) AFTER THE PHOTOGRAMMETRY WAS DEVELOPED. 31 THE EASEMENTS SNOWN OR NOTED AND ADDRESSED ON TN1S SURVEY ARE TN05E USTED !N SCHEDULE B OF TNE TITLE COMMITMENT ISSUED BY Lawyers T/J/e lnsuronce CaporoNon, FILE N0.704-5l12,EFfECTNE DATE February 22, 20/p, 41 THE FOLLOW/NG EASEMENTS USTED lN SCHEtX/LE B OF THE TITLE COMAfITAIENT DO NOT APPLY TO THIS PARCEL: ESTM. VOL. 7/93, PG, 30. (AFFECTS PARCEL 81 ESMT. VOL. 388-lBB. P6. 91. lAFFECTS PARCEL 81 ESAlT. VOL. 9!l6, PG, 1364. 51 TNE ACREAGE CALCUL4TED AND SHOWN HEREON IS CONVERTED FROA� THE SOUARE FOOTAGE SHOWN HEREON, AND lS FOR INFORAfATIONAL PURPOSE5 ONLY. 6J ALL STATIONS AND OFFSETS SHChVN ARE CALCULATED RELATNE T� THE PROJECT CENTERLINE fl-BZO BASELINEJ UNLES5 OTNERWISE NOTEO. 71 ACCFSS TO AND FROM THE I-820 TRANSPORTATION FACIUTY, !N AREAS WHERE ACCESS !S NOT SPECIFICALLY pENIED HERfON, WILL BE SUBJECT TO PoUCE POWfRS. 8) ACCESS /S DENIED TO AND FROM THE TRANSPORTATIpN FACIUTY ACROSS THE ACCESS DENlAL LINE'. I HEREBY CERTIfY THAT THl5 PLAT AND THE ACCOMPANYING DESCRlPTION OF EVEN DATE HEREWITN,ARE TRUE ANO CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AND THAT THE PROPERTY SHOWN HEREIN WAS DETERAf/NED 8Y A SURVEY MADE ON THE Gl�l/ND UNOER MY OIRECTION PERVISlON. /� /� MICHAE'L DAN DAVlS ATE REGISTERED PROFESSIONAL LAIyD SU EYOR TEXAS REGISTRATION N0. 9838 A PLAT OF A SURVEY '�?.�'�,,' Q''' ���'f�/ , f �`�� � "�', it *:� . ............................ 111('II�IF;I, U,1\ I)�11�1� .... ........................ . .� � . ;� -I 8 3f3 .,� , ���l: J!r•.,:����•:� �. `'t�[i��� PARCEL NUMBER 6 : � OIVIStON TTA SCAI.E fEDFtkt. AID VfIQ1ECT !A RQM. •G S d N0. COUNTY i" =100' 0008-14-093 TARRANT ACQUISITION 0.2591 11�287 DEEO AREA 6.0351 262,887 REAAAINDER AREA 5. 7759 251 � 600 COMMITMENT I+OR TITLE INSURANCE Issucd By Lawyers Title Insurance Corporation, a Nebraska corporation SCHEDULE B EXC�PTIONS FROM COVERAGE In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorneys' fees, and expenses resulting from: l. The following restrictive covenants of record itemized below (We must either insert specific recording data or delete this exception): Restrictive covenants recorded in Volume 8141, Page 1257, Real Propert�� Records of Tarrant County, Texas. As affected by Termination of Option to Repurchase, recorded in Volume 9423, Page 1062, Deed Records, Tarrant County, Texas, and restrictive covenants recorded in Volume 7416, Page 1, Real Property Records of Tarrant County, Texas. First Amendment recorded in Volume 8205, Page 972, Real Property Records, Tarrant County, Texas. Second Amendment recorded in Volume 8369, Page 2223, Real Property Records, Tarrant County, Texas. Third Amendment recorded in Volume 9011, Page 1996, Real Property Records, Tarrant County, Texas. Fourth Amendment recorded in Volume 9152, Page 2179, Real Propert�� Records, Tarrant County, Texas. Fifth Amendment recorded in Volume 9338, Page 1656, Real Property Records, Tarrant County, Texas. Sixth Amendment recorded in Volume 9964, Page 97, Real Property Records, Tarrant County, Texas. Amendment and Restatement recorded in Volume 11292, Page 492, Real Property Records, Tarrant County Texas. Further Amended in Volume 12023, Page 1388, Real Property Records, Tarrant County, Texas. Any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status, or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c), is deleted. 2. Any discrepancies, conflicts, or shortages in area or boundary lines, or any encroachments or protrusions, or any overlapping ofimprovements. 3. Homestead or community property or survivorship rights, if any, of any spouse of any insured. (Applies to the Owner's Policy only.) 4. Any titles or rights asserted by anyone, including, but not limited to, persons, the public, corporations, governments or other entities, a. to tidelands, or lands comprising the shores or beds of navigable or perennial rivers and streams, lakes, bays, gulfs or oceans, or b. to lands beyond the line of harbor or bulkhead lines as established or changed by any government, or c. to filled-in lands, or artificial islands, or d. to statutory water rights, including riparian rights, or e. to the area extending from the line of inean low tide to the line of vegetation, or the r•ights of access to that area or easement along and across that area. (Applies to the Owner's Policy only.) 5. ALL standby fees, taxes and assessments by any taxing authority, current and delinquent. 6. The terms and conditions of the documents creating your interest in the land. 7. Materials furnished or labor perfornied in connection with planned construction before signing and delivering the lien document described in Schedule A, if the land is part of the homestead of the owner. (Applies to the Loan Title Policy Binder FORA9 T-7: Cmnmitment for Title Insurance Page 3 Continuation of Schedule B GF No. 704-5112 on Interim Const�vction Loan only, and may be deleted if satisfactory evidence is furnished to us before a binder is issued.) Liens and leases that affect the title to the land, but that are subordinate to the lien of the insured mortgage. (Applies to Loan Policy (T-2) only.) 9. The Exceptions from Coverage and Express Insurance in Schedule B of the Texas Short Form Residential Loan Policy (T- 2R). (Applies to Texas Short Fonn Residential Loan Policy (T-2R) only. Separate exceptions 1 through 8 of this Schedule B do not apply to the Texas Short Forni Residential Loan Policy (T-2R). 10. The following matters and all terms of the documents creating or offering evidence of the matters (We must insert matters or delete this exception.): a. The following matters affecting the subject property as shown on the plat recorded at Volume 388-188, Page 41, Plat Records, Tarrant County, Texas: A utility easement, 5 feet in width, along the Southern property line. A drainage easement, 35 feet in width, over and across the property. A drainage easement, 20 feet in width, running east to west over and across the property. b. Easement executed by Hunt In��estment Corporation to City of Fort Worth, filed April 29, 1981, recorded in/under Volume 7143, Page 35, of the County Clerk's Of�cial Records of Tarrant County, Texas. c. Easement executed by Trammell-Crow to City of Fort Worth, filed January 29, 1986, recorded in/under Volume 8441, Page 249, of the County Clerk's Official Records of Tarrant County, Texas. d. Pipeline easement executed by Hunt Investment Corporation to Mobil Pipe Line Company, filed Apri14, 1985, recorded in/under Volume 8140, Page 604, of the County Clerk's Official Records of Tarrant County, Texas. e. Visible and apparent easements not appearing of record. f. Rights of tenants in possession under the terms of any unrecorded leases, subleases and/or rental agreements. FORM T-7: Commihnent for Title lnsurance Page 4 Attachment "A" Parcel 7 County: Tarrant Parcel: 7 EXHIBIT "A" Segment: Segment 1 Highway: Interstate 820 Limits: From I-35W to Northeast Interchange Federal Aid Project No.: R.O. W. CSJ: 0008-14-093 Description for Parcel 7 Page 1 of 5 April 13, 2010 BEING a 3,400 square foot tract of land in the D. Odum Survey, Abstract Number 1184, Fort Worth, Tarrant County, Texas, and being out of and a portion of Lot 3R, Block 5, Fossil Creek, Phase I, Section 2, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 4�43, Plat Records, Tarrant County, Texas, said Lot 3R is described in a Limited Warranty Deed dated July 11, 2005, to BRE/ESA P Porkfolio TXNC Properties LP, as recorded in Document Number D205301450, Official Public Records, Tarrant County, Texas, said 3,400 square foot tract being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod found for the Northwest corner of Lot 2R-lA, Block 5, Fossil Creek, Phase I, Section 2, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Slide 11688, Plat Records, Tarrant County, 7'exas and the Northeast corner of the remainder of Lot 1-R, Block 5, Fossil Creek, Phase I, Section 2, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Volume 388-188, Page 41, Plat Records, Tarrant County, Texas, said POINT OF COMMENCING being in the existirig South right-of-way line of Sandshell Drive (60' ROW), as recorded in Cabinet A, Slide 2715, Plat Records, Tarrant County, Tcxas, said POINT OF COMMENCING also being 938.31 feet North of and at right angles to centerlirie survey station 694+'79.69 of the proposed centerline of Interstate 820; THENC� South 00 degrees 31 minutes 04 seconds East, along the West line of said Lot 2R-1 A and the East line of said remainder of Lot l-R, passing at a distance of 309.13 feet the Southwest corner of said Lot 2R-IA, same being the Northwest corner of said Lot 3R, and continuing along the West line of said Lot 3R and the East line of said reinainder of Lot 1-R, for a total distance of 707.17 feet to a 5/8 inch smooth iron rod with aluminum cap stamped "TxDUT" set at the intersection of the West line of said Lot 3R and the East line of said remainder of Lot 1-R with the proposed North right-of-way line of Interstate 820 for the POINT OF BEGINNING, said POINT OF BEGINNING being 231.25 feet North of and at right angles to centerline survey station 694+92.19 of the proposed centerline of Interstate 820, said POINT OF BEGINNING also being the beginning of an Access Denial Line; said POINT OF BEGINNING also being in a curve to the left whose long chord bears South 88 degrees 28 minutes 27 seconds East, a distance of 48.03 feet; (1) THENCE Southeasterly, crossing said Lot 3R, along the proposed North right-of-way line of Interstate 820 and said Access Denial Line, curving to the left, having a radius of 4,900.04 feet, a central angle of 00 degrees 33 minutes 42 seconds, for an arc distance of 48.03 to a 5/8 inch smooth iron rod with aluminum cap stamped "TxDOT" set for the end of said curve;* * EXHIBIT "A" County: Tarrant Parcel: 7 Segment: Segment 1 Highway: Interstate 820 Limits: From I-35W to Northeast Interchange Federal Aid Project No.: R.O.W. CSJ: 0008-14-093 Description for Parcel 7 Page 2 of 5 April 13, 2010 (2) THENCE 5outh 88 degrees 45 minutes 18 seconds East, continuing across said Lot 3R, along the proposed North right-of-way line of Interstate 820 and said Access Denial Line, passing at a distance of l0$.58 feet, a 5/8 inch smooth iron rod with aluminum cap stamped ACCESS DENIAL set for the end of said Access Denial Line, passing at a distance of 146.36 feet, a 5/8 inch smooth iron rod with aluminum cap stamped ACCESS DENIAL set for the beginning of an Access Denial Line, and continue, a total distance of 172.44 feet to a 5/8 inch iron rod with "TRANSYSTEMS" cap found for the intersection of the proposed North right-of-way line of Interstate 820 with the East line of said Lot 3R, said point being the Southwest corner of Lot 2R-2A of said Fossil Creek, Phase I, Section 2, said point also being the end of said Access Denial Line, said point also being in the existing North right-of-way line af Interstate 820 (variable width ROW at this point), as recorded in Cabinet A, Stide 11075, Plat Records, Tarrant County, Texas; (3) THENCE South 00 degrees 30 minutes 13 seconds East, along the existing North right- of-way line of Interstate 820 and the East line of said Lot 3R, a distance of 12.03 feet to a 5/8 inch iron rod with "TRANSYSYTEMS" cap found for the Southeast corner of said Lot 3R, said point being in the existing North right-of-way line of Interstate 820 (350' ROW), as recorded in Volurne 3790, Page 172, Deed Records, Tarrant County, Texas; (4) THENCE South 89 degrees 28 minutes 58 seconds West, along the existing North right- of-way line of Interstate 820 and the South line of said Lot 3R, a distance of 220.35 feet to the Southwest corner of said Lot 3R, same being the Southeast corner of the aforesaid remainder of Lot l -R; (5) THENCE North 00 degrees 31 minutes 04 secands West, along the common line between said Lot 3R the remainder of said Lot 1-R, a distance of 19.04 feet to the P01NT OF BEGINNING, and containing 3,400 square feet [0.0781 acres] of land, more or less. NOTES: All bearings shown herein are based upon the Texas State Plane Coordinate System, NAD83 (CORS), Texas North Central Zone (4202). All distances shown herein are surface distances. All coordinates are I- 820 Project Values. The I-820 State Plane Grid to Surface Adjustment factor is l.00012, based on CORS Stations TXAR PID DF5387 and TXDE PID DF8986 as published by NGS. EXHIBIT "A" County: Tarrant Parcel: 7 Segment: Segment 1 Highway: Interstate 820 Limits: From I-35W to Northeast Interchange Federal Aid Project No.: R.O.W. CSJ: 0008-14-093 Page 3 of 5 April 13, 2010 � Description for Parcel 7 Access is prohibited across the "Access Denial Line" to the transportation facility from the adjacent property. ** The monument described by metes and bounds and set in this call, after acquisition, will be replaced with a TxDOT Type II right-of-way marker under the supervision of a Registered Professional Land Surveyor. I hereby certify that this plat and the accotnpanying description of even date herewith are true and correct to the best of my knowledge and belief and that the property shown herein was determined by a survey made on the ground under my direction and supervision. Michael Dan Davis � DdTE: Registered Professional Land Surveyor No. 4838 DANNENBAUM ENGINEERING CORPORATION T.B.P.L.S. REGISTRATION NO. 101188-00 ,�E O fi T� �� ��' `�f 9F�'9 �*�..� ..............�. * MICHAEL DAN DAVIS ....:............... ......... �':9 4838 �: 9'•O P� �Ji� '�E g 5 t �.`•'•y0 S�R�� 6421 CAMP BOWIE BLVD. SUITE 400 FORT WORTH, TEXAS 76116 Office (817) 763-8883 Fax (817) 377-2956 EXHIBIT "A" SANDSHELLORNE PLAT TO ACCOMPANY �oo. �S,`�'2�,5 PARCEL DESCR I PT ION P,R.T.C.T. PAGE 4 ot 5 os of 04/I3/l0 g Cd2R•!A Z , M . �i (V Fw0 SiBN wiGw W p 4 P.O.C. 220.46' •;•�awsrsrc�s rxv sis�i wiur � P/iR(.�EL I I I? M.Y.1 •,'7pAYirS/EYS' (/�� �q STA. • 694'79.69 : W � ``o Z�j 93B.3r� u. � � ; � ? ' o � Ld2R-2A , , Z ' ' � �ap � avner: � . ' ERa �k 5 S BRE/ESA P Po�tfdlo �� ' P Fa �sfl r�k� 2 W� TXNC Properfies tP. �c Documenf Numbei 02b5301450 �� i Vd. gg I 9 Pfl. �1 �°� O.P.R.T.C.T. �i Ld5 2R-f�bl�SC �. BloCk 5 �R. .G�.T. � "� ~h'` ' Cab A �5!ll��i�r688 �, Lof3R B/ock 5 2� . P.R,T.C.T. ;�a fassh ,eat. � � W� ; Phose /. �Ion 2 CoD A, SNGe �3 �Wy�`V P.R.T.C.T, N�, h. i5'U.£.—►' f— p'u.E.--� ^+-- ���q VO[�.B�IlPG. 2f9 � . .. � � �.a . � (BEGlN AOIC IBE6/H AL1L PARCf'L �1 �i PARCEL� 71 � ST� 6%•86.51 � � P.O.B z2a..ru roo. .�ee�e°e£'s,�o� �� ; PARCEL 7 rENv atx P.R.T.C.T. � STA.• 694•92.19 Piwcft �� � . ' 23/.25' U. sr�. 6as•�e.re fEHD ADL . � 229.97'iT s•u.e. PARCEL 77 coo. �sa�ras. suea �� C I•! sr� an�rz.cr P.R.� C i. � . � 228JJ'U . .� ,. ..__.__ . . . .. . � . : �Aro S?m w/tlW � _... __ , .. . . $BB'4578'E /72:4�4' _ v�,wsYsrcrr �ro sina riuw � �. _. _ _. .. .. ... . . i #F IY . � . � � 7iLWSY5/EMS -. . . .. .. �.� � J%.%g �. , . . - - - -soi�`.�rrrs�E ;2: o�� _ _ . �.. _ . . .. .. . _ . . .. _ . � ._ . 589'28'58'W 220. J5' N00'3Y04'W rxo sicw riuw J9.09' 2o'u.E. .ra�msrerr R.D.W. p,� va. ���s. �. .ts rc.r., Cob. �f0e JA075 EXIST/NG I-820 R.O.W. O.rr.r.c.r. P:�k,�.C.7. P p,pSED R.O.W. & 7 ( 350' R. 0. W. ) �ESS DEN/AL UNE 2�:sqci°'�' 3,4A0 50. FT. Slote ot Texos D. �DUM SURV EY �ao �° P�T �2 A—��84 t350' R. 0. W. ) - - • �--- • • —r—_ . , 695+00 �-- PROPOSED � l-820 � _�,_ ' ' i' • T�'-- - . T_ . S 89° 30' 1 8" E ci� oF FORr woRTH TARRANT COUNTY '�r.- 700+00 0 50 100 150 SCAIE !N FEET A PLAT OF A SURVEY PARCEL 7 OF PARCEL 7 NUMBER � ACRES SQUARE Fi - FILE I'820 o�v�s�oN A�ISITIQN 0.0781 3,400 Texas T T A Depanment SCa�E �EpEqk AID �RQ[CT NQ aaw.-c. s, a►rx caxirr �ED AREA 2. 1101 91, 917 otTransporfation p:o�o ��� ��pp� 0008-14-093 TARRANT REMQ[t�ER AREA 2.0321 88,517 EXHIBIT "A" ❑ � O � � � N. 7, 5. �xxx� R. 0. W. E sur. U. E. D. R. T. C. T. P, R, T. C. T, 0. P. R. T. C. 7, D12345 Ityp) 0. E. B.� �� •---st-- �'� CB - _ _ CD P.O.C. P.0.8. P.O.T. P.O.R. AOL 0 N S E w i R (C.M.1 r �r PLAT TO ACCOMPANY P�E 5 ot 5 LEGEND PARCEL DESCR I PT I ON os o! 04/l3//0 TXDO1 TYPE 1 CONCRETE MONIX1ENi FOUND iX00T TYPE 11 CONCRETE MONtA�ENT FWND CAP IUN�LEO55 NO�ORTO BETREPIACED BY A��' !1 AtL BEARlN6S SHOWN HEREON ARE BASED UPON THE TEX�IS Txoo7 TYPE ii CONCREiE MONUMENT STATE PLANE COORDINATE SYSTEA/, NAD83 (CORSI S/8" SMOOTH IRON ROD SET NITH TXDOT ��uu. TEXAS NORTN CENTRAL ZONE (42021. ALL DISTNVCES cnP tUNLESS NOTE07 SHOWN NEREON ARE SURFACE D/STANCES. ALL COORDINATES ARE 5/8' SMWTH IRON R00 SEi WITN 1%DOT ALUM. I'8ZD PROjECT VALUES. THE 1•820 STATE PLANE GR10 CAP SiAA1PED 'ACCESS �ENIAL°IUNLE55 HOTEO) TO PROJECT SURFACE ADJUSTMENT SCALF FACTOR l5 l.ap0/2, �aor,u.�Nr Four+o fTYPE 6 512E NOTEO) BASED ON CORS STATlONS TXAR PID OF5387 CALCUlATEO POINT / CENiRAt ANGLE AND TXDE PID DF8986 AS PUBUSHED BY NGS. N0/ TO SCAIE RECORO WfORMAiION RKrf1T•OF-WAY E�SEMENT UTN.ITY EASEMENT OEEO RECORDS,T�RRANT COUNtY,TEXAS PLAT RECOROS.TARRANT COUNiY,TEXAS OFFICIAI PUBIiC RECOROS.TARRANi COUNTY, TEXAS COUNTY CIERK DOCUMENT NUMBEfl ORAINAGE EASEMENI BUILDINC SETBACK UNE OISTANCE NOT SHOWN TO SCA�E AROPERTY LINE 1•820 CENTERL�NE I-820 PROPOSED RIGHT•OF•WAY I,iNE I-820 PROPOSEO RIGHT•OF-WAY AHD ACCESS DEMAL lNlE APPPDXnAATE SUkVEY UNE E)(157NG TXD07 pIGHT•OF-WAY EXISTNtG iXDOT R�CHT•Oi-WAY BASEIINE PROPOSED € OH e PROPOSEO EASEMEN� I,iNE CHORO BEAPoMG CHORD DIStANCE POINT OF C01/MENCMIG POINT OF BECMMNG POINi OF TEtiMINATION POINT OF REiERENCE ACCE55 OEMIA� lME OEGREES MIHUT£5 / i'EET SECONDS NORTH SOUTH EASi wESi iescTe RADIUS CONTROLIING MONUNENT FILE �\, �et //, �� o'�.�`(; �'�y� � i�' I -� �' � .`L�' V"i � ,• �', � . �. � ............................. �nri�,1E1. D:1\ D-�ri� ...: ............. . ........... � - :���� ...: / ' /ri � • 'i.. 9�/l /.\, �.�; �;;1 �.'lF. 21 /MPROVEMENTS SHOWN NEREON ARE FROM DIGITAL PHOT06RAMMETRY FILES AND OR THE ADDlTIONAL DELlNEATION Of IMPROVEMENTS WH1CN HAVE BEEN BUILT (OR REMOVEDI AFTER THE PHOTO�RAAlMETRY WAS DEVELOPED. 31 THE EASEMENTS SNOWN OR NOTED AND ADDRESSED ON TNIS SURVEY ARE THOSE USTED !N SCHEa(/LE B OF THE TJTLE COMMITMENT ISSUED BY Lawyers TJ�Ie lnsurance Caporallon, FILE N0. 704-5113, EFFECTNE DATE February 22, 20I0. 41 THE FOLLOWlN6 EASEAfENTS LlST£D !N SCHEDULE B OF THE TITLE COMMITMENT DO NOT APPLY TO TNIS PARCEL• ESMT, VOL.7I43. PG. 30 51 THE ACREAGE CALCULATED AND SNq�yN NEREON !S CONVERTED FROM THE SQUARE FapTAGE SHOWN NEREON, AND lS FOR INFORMATIONAL PURPOSES ONLY. 61 ALL STATlONS AND OFFSETS SHOWN ARE CALCULATED RELATNE TO THE PRO✓ECT CENTERUNE f1-820 BASELINEJ UNLESS OTHERWISE NOTED. 7J ACCESS TO AND FROM THE 1-820 iRANSPORTATION FACIUTY, IN AREAS WHERE ACCESS IS NOT SPECIFICALLY DENIED HEREdN, WI�L BE SUBJECT TO POUCE POWERS. 81 ACCESS !S DENIED TO AND FROM THE TRANSPORTATION FAClUTY ACROSS THE ACCESS DEN/AL UNE'. l HEREBY CERTIFY THAT THIS PLAT AND THE ACCOMPANYING DESCRlPTION OF EVEN DATE HEREyVITH.AR£ TRU£ AND CORRECT TO THE BEST OF MY KNOWLED�E AND BFLlEF AND THAT TNE PRpPERTY 5HOWN NEREIN WAS DETERM/NED 8Y A SURVEY A/ADE ON THE 6RA(!ND UNDER MY D/RECTION AND SUPEf?VlSION. �/3t� MICHAEL D DAVIS DATE REGISTERED PROFES5IONAL LAAID SURVEYOR TEXAS REGISTRATION N0. 4838 PLAT Of A SURVEY OF PARCEL 7 Texas Depenment of Tiansportation Q :o�o I-820 PARCEL NUMBER ACRES oivis�or� ACQUISITION 0.0781 TTA 3, 400 91, 917 88, 517 $CALE �E�� ��p p�� � RQN. -G S. J. Na CWNTY �ED AREA 2, j � �) 1" =100' 0008-14-093 TARRANT RF1�441NDER AREA 2,0321 COMMITMENT FOR TITLE INSURANCE Issued By Fidelity Natio�zal Title Insu��ance Company SCHEDULE B EXCEPTIONS FROM COVERAGE In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorneys' fees, and expenses resulting from: The following restrictive covenants of record itemized below (We must either insert specific recarding data or delete this exception): Restrictive covenants recorded in Volume 8141, Page 1257, Real Property Records of Tarrant County, Texas. As affected by Termination of Option to Repurchase, recorded in Volume 9423, Page 1062, Deed Records, Tarrant County, Texas, and restrictive covenants recorded in Volume 7416, Page 1, Real Property Records of Tarrant County, Texas. First Amendment recorded in Volume 8205, Page 972, Real Property Records, Tarrant County, Texas. Second Amendment recorded in Volume 8369, Page 2223, Real Property Records, Tarrant Count,y, Texas. Third Amendment recorded in Volume 9011, Page 1996, Real Property Records, Tarrant County, Texas. Fourth Amendment recorded in Volume 9152, Page 2179, Real Property Records, Tarrant County, Texas. Fifth Amendment recorded in Volume 9338, Page 1656, Real Property Records, Tarrant County, Texas. Sixth Amendment recorded in Volume 9964, Page 97, Real Property Records, Tarrant County, Texas. Amendment and Restatement recorded in Volume 11292, Page 492, Real Propert�� Records, Tarrant County Texas. Further Amended in Volume 12023, Page 1388, Real Property Records, Tarrant County, Texas. Any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status, or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c), is deleted. ' 2. Any discrepancies, conflicts, or shortages in area or boundary lines, or any encroachments ar protrusions, or any overlapping of improvements. Homestead or community property or survivorship rights, if any, of any spouse of any insured. (Applies to the Owner's Policy only.) 4. Any titles or rights asserted by anyone, including, but not limited to, persons, the public, corporations, governments or other entities, a. to tidelands, or lands comprising the shores or beds of navigable or perennial rivers and sh�eams, lakes, bays, gulfs or oceans, or b. to lands beyond the line of harbor or bulkhead lines as established or changed by any government, or c. to filled-in lands, or artificial islands, or d. to statutory water rights, including riparian rights, or e. to the area extending from the line of inean low tide to the line of vegetation, or the rights of access to that area or easement along and aci•oss that area. (Applies to the Owner's Policy only.) All standby fees, taxes and assessments by any taxing authority, current and delinyuent. The terms and conditions of the documents creating your interest in the land. ' 7. Materials furnished or labor performed in connection ��ith planned construction before signing and delivering the lien document described in Schedule A, if the land is part of the homestead of the owner. (App]ies to the Loan Title Policy Binder rORM T-7: Commitment far Title lnsurance Page 3 Continuation of Schedule B GFNo. 704-5113 on Interim Construction Loan only, and may be deleted if satisfacto�y evidence is furnished to us before a binder is issued.) 8. Liens and leases that affect the title to the land, but that are subordinate to the lien of the insured mortgage. (Applies to Loan Policy (T-2) only.) The Exceptions from Coverage and Express Insurance in Schedule B of the Texas Short Form Residential Loan Policy (T- 2R). (Applies to Texas Short Form Residential Loan Policy (T-2R) only. Separate exceptions 1 through 8 of this Scliedule B do not apply to the Texas Short Form Residential Loan Policy (T-2R). 10. The following matters and all terms of the documents creating or offering evidence of the matters (We must insert matters or delete this exception.): a. The following matters affecting the subject property as shown on the plats recorded at Cabinet A, Slide 4043, and Volume 388-188, Page 41, Plat Records, Tarrant County, Texas: A 9.5 foot ultility easement along the West property lines. b. Easement executed by Hwrt Investment Corporation to City of Fort Worth, filed Apri129,1981, recorded in/under Volume 7143, Page 35, of the County Clerk's Official Records of Tarrant County, Texas. c. Easement executed by Trammell-Crow to City of Fort Worth, filed January 29,1986, recorded in/under Volume 8441, Page 249, of the County Clerk's Official Records of Tarrant Count��, Texas. d. Visible and apparent easements not appearing of record. e. Rigl�ts of tenants in possession under the terms of any unrecorded leases, subleases and/or rental agreements. rORn1 T-7: Commitment for Titic Insurance Page 4 �� .!D'PrPElA4E ESllr. EMrEnM�SE TExAs �anriw M,.� v ��OA�1//e oPRrrr. _ �� � _ — —' �CES-�=dIE�V/� L�LINE \ 3�ft — — �'l5'18'8 -/8�,Q5 � ------{,_�___� ._ _ _11__I-, [AOSSTE�x AqRtM�X�15 I _ a�r�atr��,r,�c� ��� MAJCI. � — � � I �'•28�yg' • .. "— • • � �..�sv�r o•orir,srrRir CB ,y&j.�3� 93• � � � 2�J23 SQ.FT. AY/I6it �ICLCOLLTD. DocumeM Number 021O164749 OPR.TG.T. POC 4A f POC 4B � .�,�� fno►10 sonlel � � S PARENT TRACT � - • -- ' , Lot I i Ld 2 1 t.0i 2 �e ' �POB 4B . i �,�: 4loc CAurcNllSubOlvis/on,,, . _ __� �—� COA. A, Sllde 7/8l - PRT,C.T. r� �wAr rr lrrsr 80'PrPEIM'E fSllf. �� 6�wM6rr a�vnrEarAC �P y��� �rws�wr f �y�� AKwv�Oi807wMl99 YrGeM�iT I£ND AOL fBEGIH AQL PAHCEL �B7 PAACEL �BI � fBEGIN Ad. SB7Y5'l8'E — — — — — — — — — — PAHCEL �B) -- --- ----- �---- �{� 36857' � 35�r � i322�� � c � � � �� � � � :... M o � — — = — -PE�►iCEL �� �- ----`�_ R'2B/2J9' �L•246,g�6• --- —.. _. . � �ffa�. �, �� rso� Row, PARC�3����5 �is u. SANOSHELL OR. Cod,asi�ae ; PR.T,CT. T61.,iP Remoln0er TroC! 5 � Pq� � b5 W � A�u gs.a� M P�EL B1 � (BEGIN AW. PARCEL 51 fENO A(X «�N � _ .� h�-•�Fr LL PMiCEL 51 \ \ �" p,�r L� A !T �� � � 1/0,(X!' � � \ ffiPiPEUME fSMr 0 �i � � \ BARYETT GAIIEAJAG !P � � � \ � � Dacrawr � A80��15 ��050r50� t141.1 S89'28'58'W T f.o utw CB• N ,� 531Y CP 2�688' � 12/b9' I 1 YW.�i�l5 � LT va�is�s�� � 3 4B i 5 DfLT.CT. I ` -�`I}--- --- _- 32J59 SU fT. � j __ `._... �3.877 SO.fT. � F OWI1@rt � J Moc CAurcNl roper►ies Nor�l�LTD. ��TY OF ORT WORTH Oncumenf N r 020/3142/6 � OPR.T . 020/3142'8 T �� ` � � ��%iN�i._ __., see•.. � -----i----------r---------�--------�-_--_. --f.--r--.—._ — ^_y_� 680 * 00 ; D. ODUM SURVEY A-1184 �Parcel 4A - 4B (Re �Vol. 15343, Pg. 29 ;12,042 sq. ft. ;705 LF Length ,o,,,� � 5+00 Ths RuIA R& N�HuN FOund0�lon VOLU4l� 9498.PAGE /906 TAe RuIA FounOoflon VOLU�IE 949b PAGE 75l OR.T,C.T. seris'16�E 723J3• +s�ar 80'tl�Y/IY EASEYEMT VaLI�Py�JS — _ — __—� .— _._I_ _ — _ _. — _ _ — _ — _ S8g28�5Bw 7�9.9�' .._..�-EX/ST►kG I�820 RA�FY. 8a wPEUNE ESYr � BANMfii GAlNEPoAG !P Qzf�MIM � �E07ISI/16 � I I I ----- I I py/IB/r I I FOssllCreek Crown Porf s.LTDIII i i D�ocumen� HumDer D 186076 � � � OPR.T,C.T. I L.— S5'AE. roo,p I I Coa� �S�k� r l I I I i i __ II -- ---_. �_ _... —._ i«- � f Remo/n0er i i I Lo► �•R,B/xk 5 FassJl Creek, PAose l. Secllan 2 � lENb Vd.388•IBB.Pq•4l I PAHCEt � PR.T,C.T. i�, u�� - - - �;; -,__. .��c�. F� I I lBEGIN AAL �'�'��'u PAIiCEL 61 P��' i,:i I I ;��:�,, � � r�i�iiM toa�.ruSMa �, '/ � • � �7'L5'L8'E �9.325' — — — — — ------_— ---� S89'28'58tiV � 38553' 6 ������ ��2s� so.Fr. S►ote or Texos ' � - - � _- . . _ 90 Py.172 I s�o� . .. . _ T,C,T. . . ._ _. _ .. _ -- -. .� _..__ _ _ ___ . _ _ _ _ . . _ _.. c � _. PROPOSED � 1-820 cva��ae�E R.o w� ---_�___ .. _. __ . _ � , _ _ _ _—�_ - - -- -- --- __ _ _ _ _ .. _.___ __ . _�. . - -- ;t .:_____�___ �----�--r-- 690+00 S 89° 30' 18" E Parcels 5, 6, and 7 (Gree�_____--__..___ ___- -- - - -. �ol. �^7143, Pg. 35 27941 sq. ft. 1535 LF Length _ __ __ _ _ __ � - .b� � „� ------- S/fM � l/�Y1 ���������� � ����� ��������������.������������������ _ r _ � � � � � � � � � � r � � � � � � � � � � � � � � � � � � � � � � .. � � � � � � � � � � � � � � � � � � � � � � � � � � � i — - � � � � � � ' � � � � ^ ^ S/o�e of Texas � � .�� -------------------- O Ox • 02063/6/33 ---------------•-----------------------------------1 a0T21'03' --------------------------------------- OPR.T,CT. ;� i R•1295.98' __--'� I L•1685i — " � I " �'! EXISTING R EX/ST/NG h820 R,OJ�: '�._.._..�.._.._.._ NB8'58'�0'E 1�96.73' _,._.._.._ ._.• 2500 s"> ° —..--•— — — — —••--•— ._.. QtlL.._.._.._ ._.._.._.._.._.._. —s.*:s•._.._.. _„_,xi ,� ,. _. _.. --•._.. . .. .� .�:�:.- .._ ._.._..�.--•• 250Ar r� 5�_230Ar r 3�997, .�:�' ��C.._.._.._.._.._.._ ._.._.._.._.._.._. ` $Inu f �� ,�7z � � 2so.or ���,, u � ��� cRossrEx Pt <<, _ _ <<� , , , ENTERPRISE PL LoJ � � � � w � Ld 5 � � a � Lo/ 6 �• I �1 � � a �I Lo! 7 NCo a S l0eu100�7W �� PRT,C.T. � � � � Lof 8 I I i� � �` --�-r I� �� i !0'IK�19�L MPEUME � va��6o+ �.►� fENO AQL j � PARCEL 51 � rBEG�H AOV. � i ���gEI� I 1VSbYLi � i lBECIM AOi � PIACEL 5) I � � � �O � 0 50 ' 100 150 SCALE iN FEET XTO PIP� 9 �,:w. cow�r Cawf. stcr. Ae �rtr.No. TTA fIRRANT pppe 14 pyS i•840 N Legend \ Red - P rce 4 Area =12,042 sq. ft. Green - Par el 5, 6, 7 Area = 27941 sq. ft. Blue - R ma nder not Quitclaimed by City = Total A a uitclaimed = 39983 sq. ft. � / / � �. � ,� / / — � Riprop l Culverl / R�prop / � MH J��Ap � reE'c�M �a. P,u+cEc �u (EMD AQL PARCEL fl ca//s�� � "�Z/'/g��V� . a \ �����'� fM0 I/Z IR (60' ROW) CoO.aSJlde 27i5 PR.TL,T, Lol l Ilx ClurcNl! SubOhlslon CoD. A, Sllae 7i81 PR.T,CT. 3d PIPELIHE ESMT. EHTERPRISE TEXAS 20' PIPfLINf ESNr. PIPEUNE LCC BARN£TT GATHfRIHG LP DavmeN Numbar 020914! DawmeN NumDer 0207425369 OPR.T,C,T. OPF.T,C,T. Q�?` r3�E Ca i55,6g �rr„���!� L•/55J8' � � I8BA5• �Mf SB7'l5•�8'E �� ���9P.i1Y �s�vri�'60 265.7P �j'2BW �P ca -� R•29�vg �: �� -� � � o��� � , , ' FMD � uzm � 1 � � / , , ��--_-�� 4A � 24J23 50.FT. � Number D2/0/64744 S�o►e oI Texos Vd�9�9�A/3 t Remoinder Tracfs owner: P� — 3&4 Comb/ned Th� Ru�h Roy & H.L.HuM Foundallon P�CEL 3 6�A VOLUME 9498.PAGE l906 STa677�3r19 The Rulh FoundoNon /�j,,,�$' �I. VOLUME 9490,PAGE 75/ D.R.T.C.T. ��,�y��Yi �� 129.557 SO.FT, �„� u�� ^_ � PARCEL 3 b�A� ��3 sra 6�6•»a2 C� \ y�ss� 0 51oD �-- PROPOSED � I -82 rJ �P '_'�' �._•�.T•�.•_._.�y_•�•�•�.•T'�'_'�•_�_.�•�.�•,..�•�•� � �•—•—•T- . . �..r . 665*00 670+00 0 � CURVE DATA ' P/. S1oNan � 664•99J2 N • 699/297l3 E • 2.333623,85 Rodlus • 22.9165.83 Le�n�lh • 4/2.9�6 �no � OrOr 4g ran �—c�;-�—•----��—•-----ti—• 675*00 .T. . . Slob —� O�P _ Parcel 4A - 4B (Red) Vol. 15343, Pg. 29 12,042 sq. ft. 705 LF Length 0 Slob � MH �,�e� .c �---- \ Rlprop � � \\ ' ,lRiprop _ _ _ J Inlet o Inte t �o� I Riprop — � \ � � , / R'P aP J �H fl oDuM SuRvEy /'— �lob � �, Po5�5 A—l184 / 0708 623,3 (VARIABLE R.O.W.) �� � �— ���et . / � �'� �3%6 3 � � �� "- OPR.T�CT. / i / Culvert i I`,�;°y � I �•16@53' R•�295.918 / �5ts �x�oi",aw p 27'03' F TI�'�� Rp91s� p.ar�'3� I— I OFH 4C0 E51If E� / Slob O MH J i. PG.2243 � .TL.T. iAl 3 / �� B►�k 2 �, � � / / s FH NCOQ,4 SIIOe��OB7W � / � PR.T,C.T. � / � • o �o �oo ,50 SCALE W fEEi � Meo Untler Construttion � CITY OF FORT W014TH TARRANT COUNTY �w, n:w CpNrr CONr.3[Ct. A! �r.No. TiA TMtRAN� Opp9 /1 pyD i•8�p �%S� � PiIW� �P FND I/YIR I �',R 6 IOLU/It J//Vt G � . ._ ._... SANOSHELL ORN£ PARCEL 8 P�l �auram es � Creat, -r va.sii�,rg.nsi � eEN7S prp,�, S00'3l'04'E !60' ROWI AIiC P l, lon 2 ,,, �Sy PAACEL 6 Z 7 Co0.�4S1lde 27/5 ra�' � a.�e2�.Po.n6s f� �,j, S%�•63Q27' 6 •L IdllTlLlTY ES i�0i. �� ��ed Porking sr,4 �•raa� PRTG.T. Lol2R•IA .► a.3ea-�s�.a9.3� • 9.'JBJr u. 29�2r 5• ur�un esur �� � .7590 PG.853 Fx0 S�BiR WiCM 30' STORM & FND S�BIR W/CM oved Porking � • �P 'fRAYSYSTEYS SAH?ARY SEWER £$A?�� '�R'WS�EVS W � IO' LONE AR GAS ESMT. Vd.7143.Pg.30 �� SLOPE ESNT. VOL7609 .84 inlel • P Ld 3 B� 5 OR.T,C.T. �— � ___ o �/Cr . I � � � ao�ok! � � � � = N V a OR.Tl'.r roN � � ' � � �no► to soclel �5• u.---� �y� Lo►'S 2R•lA b pppR 2aBloc�t 5 . ' •PD�, . v ari�.� Poved Porkin� P��`ll0e. � P Fos�ll��t, _ �� bJ��• ` �� �� �� '� LP /� '♦ � PAREIVr TRACT � .C.T �, L01h I/�r5 �� �P CObP T�C,T�� �/ � • 3�1 • M � � �� � � / (/10//0SL�010) �� Pov,ed i/a F � l /� 2 O' � �/ Q��� (� � G �O �/ � ilt �il �%.F%. \ Porkmg I nf . � /77���� W � s�be�a Ld2R-2A � � � � �� � � � �s.�,,. \� 41' LT /e 1 L rBEGrH lEMD �` 8 � p � aN �F l77 p� Poved Porki � P PARCEL 7 PAACEL 1 �� � i., � 2 I �4 � �♦ s�ae � D AQC STA6%•4 7B � 1� �j ���'' P Z � ��+! �,� � I 20' `�CE� 6� 2�e9r cr �a uF. 55 S0. FT. 3� i W a�, � • � � PR. �. P Pork'n '�—Ca0.A5l10e4043 e� �,i� W�aa� ,g U. � � Inlel bb PR.T,C.i. \�� /5,� � \ a N.; q fEND � v i v �w I 5' U f. P � � �yp,� p � \ 1 y 8 8'� I f�/ y y �� �� xmO P A A C E L \ s�r+�ia�i o�z F SII k Cravn Portners,Udl/1 LP LP pe����g � �p PARLY'L n � \ � � �X � � � � � � � nt Number Dl98I86076 � STA694•/!9B 3� STA697•1264 � � 5��5� zaUr�urr £Sur' OPR.T,C.T. Pudlc Open \ + \ VOL7143 PC.35 PR.I�'yT. LP 23375'LT � • _- -- FND 6/B�R W/C� 5'UE. � Spoce EoSemeN � SI� �. y�36B-IS �. � —' ^ Z�� // Poved Porking E 3p 25� �� � T„un,s�E„s va.3asase,Pvqe 4l Cob.ASllOe 4043 � � � � i � � 6• �'� 58B"�5'l8'E /7Z4�i Sign � PR.TL.T. Sloti PF.TG.T. / �Inlel � � +k I x 20' POS / .� � � \� \ � � � _ � � Id LOH£ p9 6 GAS s Q 1 S8B^�r��E��6f' � I <. -• �n, va. eis.P9.� 5 � ,:. . � �� � � �P � PR.TG. �3 I � � � � FH Inlel � FM 5i9/RW/CA� �..� In�eIEX�S �� �`V n��' J' 19n Si n� 'SMDI/2ut S�IZE� 3ES.S.3�P �• SB9P �Jr• Sar.�O�I.j`E LP o 1 iilE 31E/ / 7 SrSfEYS \ � �p LP p 9 Inlet �i 3raw • Z(1' U£. VOL7/43,Pc.35 FMD 5/Cffl W/CAP � �F, Cob. �4 Sllde 11075 \� � V.7/43.Py.35 `i STA695•4021 QRTCJ, srSrEus yd.7143.Pq.35 PR.T.C.T. � DRJCT. 23039' LT 3072 SOFT OR.T,C.T, / p fENO AQC 5072 5 Culv rl IBfG/N /1QL S%/`� % 57'A�0/•7587 � EMD AQL �eeax �ae A E H/ UNE EX/STIIVG 1-890 RD�Y. P,�u�cEc 8� 2�g U. 224�r cr o0 PJ. Slolipn • 7/0�0550 6 �c � r�c � z2's���2B �Ec m c� N• 699125820 Cu�ve A694•MH 57A6949563 ,i� $QF%. 3259' LT �31�' LT OW/)eI; � BRE/ESA P Port�ollo , I1287 SO.FT. 7xNC ��o � t�es P. PROiPIDSEO RQJI: N ROdIUS ■ 22.965$3 a.y��; OP.R.T.C.T. ACCESS AEN/AL UNE O h• 1,4916.86 Fossi/ Creek Cravn Porfne�s. L IU � �� � Documenf Number 0/98/8607 Curve Rodlus Uelto A CADrd Bev D/sfon�e '"o � C 7•I �900,W' 00'33 �2lUJ 48A3' S 88'2B'2P 48A3' S�aie of Texos U Vo1.3790 .P ./72 p„ � �- PROPOSED � 1-820 -•�•-------,---- ---�------•—•,-----•---�--•—•—•—•,—•—•—•—•�,• —•—•—•,—�—•—•—•�--•—•—•--,—•-- -- •— — — — — — — — — — — — — — — — 695*00 °' 705+00 . Parcel 7 (Blue) Easement Remainder D.ODUM�o� URVEY CITY OF FORT WORTH g64 s ft. �a'.°3�%�: n2 (VARIABLE R.o.w.� TARRANT COU TY a• � 5'TESCO ESIIT Vd.8829,Pq.4l� ENfRY WNl £ASEMEA7 .,� �� �%t �y� Vd.JBB'2Q2.Pq 69 QV �.fl� v kG'ZO'S8E nM' P Iy�JLO �C Jr� ►il f:�iV ej�DGV nAl.n•�� 7� LP PR.TL.T. • Culverl F�o„z,� —�ar�els 5a 6, and 7(G�een) . ° � ��'� o� �a a�o aoe� siob '� — •� - ''Vol. 7143 Pg. 35 � � fM03/6M � .�F. . � 0• os�s 5p'a�oEosemeM � 9 � � � aou (, e va.s55e,Pq.2243 M� ,�3e179 ��T. PAFCEL 9 Slote of Texas � sa esMr � OR.TG.T. /��E' g� QOC� 02063/6/33 � . # Vd.85 Pq.2243 Sign � � // _ . . OPR.T.C.T. I cy Z%94� S 1 �. :rc.r. Sto e of Texos 1 Retoining Woll ID'UE fTNs plotl siab , q• ,� 58' 30'E � r u Eas�n va. es.Pp.I59 o s�ob soe 1 e,��° ^``� So �a uF. r s don Doc ' 0205224302 N88'52'OiE �� g,7p� so' eu¢aNc uHe � ��h/�0 \ 1535 LF Len�th O•P•l�•%•C•r• �rj• II D �iY Wi W�� LP NW�' lTX00: RLPenallon 1lne /0/ fUTURE FtON (TNS dol)LP o ol NdiSU �P S Q � q�� ��• , I 'P ECO KOCK �1 � 3i � . rP o FP �,So"'(Kw "� I eco �, �y EX/ST/NG I . ! � ix° '�iax " � ` � � S8B'�r45tiY 87r.39' �q o f a ���:CJ,E�A�A �r •& sioo ° V��� ° O 20975'RT Paved Porkinq �� � sra�o2�seeo I k�INE 0 ' / � STA 701�9389 (�G/�I J fEH sr2sw z,22� RT �( ��� Slob f7 Poved Porking PMC �%61 �' +� ; ��� QJ� 0 P�E�+ 1 STA699•9380 /�� �P � LP 22LQB'RT ' �" . 3'/r'15�'• LP � LP • �P • � �TA���'Yii \ • r9ss TfSCO E t � 0 � o OW/12�: I^ � Vd.868B.Pp. 93 � La ND AOL, r�G`co V L Ld 9 " �--- ��� UG � 787 FT. M„ I P�EL 9�J �i�� Pock Prope �r: Vll, L I� • �P • �P I OP.R.T.C.T, I � � Fuo „r,a w � �' �a�53 ' ��B�,o Documenf Num r D20 300 /,@IbEk S �a — — — — � • . — Cross/ Ad llon I►e N�6' IiY c.w •Px�reco onr --- � ------- � IM `` � 57 � �a NNDcoMc airocosEo I— — -- PRT�T. � /'� P�g P E �� I P � R£SEAVATIOH Cuoed Posts LP �• I // V n�fn ��� � P e� va.3ea•2o2P9 6 .°� � LP � Po cj{µcNg Poikin � � � �� � L.J Slob Romp �I g � Slob J� I�H FH S o e5 LP ��� 2 /0 / ia e e ue rrNs po�, �a� I P TRACT P r��l n � �a� N�1e� 5•P P.WATER E51lT fTNs dofl ". -' ^-., __ �ei � � � i5� ue rrns aoi, Lol IO.B1oCk 2 � N � o� sr•►t rcoceK aioxc+ Mo. h�Q �P ioe lyprlAern C�ass/npi�V iob 5' T£SCO E51/r � 2 4 y� 0 50 100 150 "'n 2 -- • Vd.8829.Pp.4H � •� � 6 �t%Id �6 I � GL Co0.A,5�lde 879p OR.T,C.7. ^� 1 s� I PR.T�CT. I �� � j �, v a � , �oo SCALE Ml fEET es�. awrr cai. xcr. ,ae �r.Ma. n (� . F,,,P 936AP rr� r�waw�r 000e u o9� �•ezo � Texas Department of Transportation DEINITT 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 Approvai 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. --. l Si cerely I � 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 Oppotiunity Employer Altemate Procedure Request RovlceA 9114 � m� �e � Altemate Procedura Request Revised 2019/06/13