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HomeMy WebLinkAboutContract 61882Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-882A9E88OC3B CSC No. 61882 Texas Department of Transportatlon MEMO July 18, 2024 To: Kyle Madsen, JD, CTCM Director, Right of Way Division Ds � Through: David M. Salazar, P.E. lnir:ial.11MS District Engineer, Fort Worth District DS From: Ricardo Gonzalez, P.E. initia • _ Director TP&D, Fort Worth District Subject: Standard Utility Agreement Assembly, U#: WA ID#: 000014808 Utility: City of Fort Worth County: Tarrant RCSJ: 1068-01-231 CCSJ: 1068-01-214 Highway: IH-30: From: SS 580 (Linkcrest Dr.) To: IH-820 Fort Worth District has executed a Standard Utility Agreement with City of Fort Worth water department for the above -referenced project and is now being submitted for file. This agreement provides funding for the utility to adjust their facilities in correlation with the included Agreement Assembly that contains the Standard Utility Agreement (ROW-U-35), attachments 'A' through 'H', and the checklist (ROW-U-AgmntCheck). This widening Highway Construction Project creates a conflict with existing 20" water carrier pipe within a 42" casing. The utility will be replacing existing water line to accommodate TxDOT's highway project due to direct conflict with eastbound main lane grade reduction at STA. 905+76. The City of Fort Worth will remove the portion of the existing water line that is in conflict and abandon the remaining section in accordance with the Texas Administrative Code. The proposed 24" carrier pipe will be installed within a 60" tunnel liner plate pipe using the open -cut method from IH-30 STA. 901+45 to STA. 905+76. These details are more specifically shown in the utility's plans, specifications and estimated costs, which are attached hereto as Attachment "A" to clear the conflict. Total Estimated Cost - $4,230,600.00 Betterment credit - 0.00% Salvage credit - $0.00 Eligibility Ratio - 100% City of Fort Worth will solicit bids to a list of pre -qualified contractors to perform the construction. The Utility is aware that they will need to submit various documents that could include but not limited to: bid tabs, fee schedule, MTR's or certifications, Form 1818 and Quitclaim Deed at the time of final billing. Materials subject to Buy America' requirements have been denoted on the estimate. A courtesy review was performed by Paul Fierro. This Standard Utility Agreement has been reviewed and approved by the Fort Worth District's Utility Coordinator, TP&D Director, and District Engineer. If you should have any questions concerning this matter, please contact Ben Trevino at 817-370-6523. OUR VALUES: People • Accountability • Trust • Honesty OFFICIAL RECORD OUR MISSION: Connecting You With Texas. CITY SECRETARY FT. WORTH, TX An Equal opportunity Employer In' FRA4F'Ar-A.V.T,AA-4FA7-q')n9-AR7A9FFIR(2C:'IR U No.: Utility ID: 000014808 I District: Fort Worth Utility Name: City of Fort Worth ROW CSJ No.: 1068-01-231 l Date Agreement Received (in District): 07/16/24 I Highway No: IH 30 Const. CSJ No.: 1068-01-214 j Hwy Construction Letting Date: 07/01/24 I{ County: Tarrant Project Limits (include station numbers): SS580 (LINKCREST DR.) TO IH--820, IH-30 STA 3120+00 to STA 965+00 and IH 820 STA 128+00 to STA 145+00 Limits of Utility Accommodation /Adjustment (include station numbers): lH 30 STA. 901+45 to STA, 905+76 Description of Utility Adjustment Work: Replacement of existing 20" water carrier pipe in 42" casing in direct conflict with proposed TxDOT IH-30 ML pavement grade cut. LPA(s) (if applicable; if multiple LPAs, give % allocation to each, totaling 100%): Submission Type: ❑ SUP ❑✓ FUP ❑ LUP ❑ UJUA (Check one:) ❑✓ Actual Cost ❑ Lump Sum Total Adjustment Costs: Betterment (in dollars and calculated Recommended Eligibility Ratio M: Estimated Amount of State Cost Participation: ` Estimated Date to Start Accommodation/Adjustment: Estimated Date to Complete Accommodation/Adjustment: ROW Project Release Date OR Early Release for Utilities Date (The utility Agreement should not be executed prior to project authorization): Emergency Work Authorization Date (if applicable): $ 4230600.00 $0 $ 4230600 $ 4230600 10/01 /24 09/01/25 Other: (specify) 100 % Docusion Envolone ID: F834E3E3-F5A84F47-9202-8B2A9E88OC3B Standard Utility Agreement Submittal- General 1. This agreement was assembled by: OTxDOTUtility Coordinator QTxDOT Consultant 2. All applicable forms submitted are complete, up-to-date, and unmodified? O Yes 0 No (Modified forms will require ROW Attorney's approval.) 3. Where necessary for a complete understanding, are there explanations, clarifications included in the transmittal? O Yes ONO 0 N/A 4. Signatory authority vested in utility representative signing forms if other than officer level? Q Yes 0 No 0 NIA 5. *TINS form: OYes ONO *attach form to checklist. Attachment "A"- Plans, Specifications and Estimate Plans: A1.1) Project or vicinity plat provided where needed to understand scope of proposed work? (Dyes ONO A1.2) Is utility adjustment within ROW Project limits or DIRECTLY related to work required within ROW Project limits? (�) Yes O No A1.3) Information on plans sufficient and adequate to: a) Determine necessity and justification of proposed work? QYes ONO b) Demonstrate Utility Accommodation Policy compliance? O Yes 0 No 0 N/A c) Indicate highway stationing, offsets from centerline, edge of pavement and ROW lines? G) Yes ONO d) Provide any other necessary or essential information such as pressure, flow, offset, type, condition, wall thickness, specifications, etc.? (F) Yes ONO ID: F834E3E3-F5A8AF47-9202-8B2A9E880C3B Estimate: A2.1) Is the estimate properly and adequately itemized and detailed? O Yes ONo A2.2) Have materials subject to Buy America compliance been identified in the cost estimate? G)Yes ONo A2.3) Have ineligible costs been identified? (Utility Manual, Ch. 7, Sec. 2) O Yes O No A2.4) Replacement easement charges justified and supported? O Yes ONo (�) NIA A2.5) Estimate compared and reconciled to plans and statement of work in agreement? (�) Yes ONo A2.6) Betterment credit applicable? (if so, see Attachment "G) OYes ONo If yes, is credit calculated and applied properly? OYes ONo A2.7) Accrued Depreciation credit applicable? O Yes O No If yes, is credit calculated and applied properly? OYes ONo A2.8) Salvage credit applicable? O Yes Q No If yes, is credit applied properly? OYes ONo A2.9) Overheads and loadings explained and checked for reasonableness? O Yes ONo O N/A A2.10) Estimate extensions checked? O Yes ONo A2.11) Utility consultant engineering contract reviewed and approved by District (if applicable, a fee schedule is required)? OYes ONo O NIA Attachment "B"-Utility's Accounting Method 131) Acceptable accounting method (Actual cost or Lump Sum) indicated? Yes ONo Pnv.1nnr IR FR3dF3R3_F�iAR�Fd7_Q�f17_RR7A9FRRf1C`.3R Attachment "C" - Utility's Schedule of Work and Estimated Date of Completion C1) Schedule of work provided by utility company? (�) Yes ONO O In Highway Contract C2) Includes Start Date of Adjustment (Physical Adjustment or Relocation): O Yes ONO Attachment "D" - Statement covering Contract Work - ROW-U-48 D1) Statement Covering Contract Work included? (�) Yes O No O NIA Attachment "E" - Utility Joint Use Agreement E1) Utility Joint Use Agreement included? Q Yes (If the UJUA is included, then the plans showing the area of joint use is required.) ONO O N/A E2) Permit included? 0 Yes ONO O N/A Attachment "F"- Eligibility Ratio F1) Eligibility ratio calculated and recommended? DYes ONO Attachment "G" - Betterment Calculation and Estimates G1) Betterment and In -Kind estimates included? Yes ONO O NIA G2) Betterment credit applied properly? (D Yes O No O NIA Attachment "H" - Proof of Property Interest - ROW-U-Affidavit H1) Proof of property or compensable interest ownership by utility established where applicable? O Yes @ No H2) Corporate succession documented for property interest "chain of ownership"? DYes ONO ON/A H3) Quitclaim required? O Yes ONO Q NIA TxDOT Utility Coordinator Name: Horatio Echeverry Date: 07/1 b124 Docusign Envelope 10: F834E3E3-F5A8-4F47-9202-8B2A9E88003B Form ROW-U-35 ,'bx°' Standard Utility Agreement tRa"'I°a9a41 Oepertmen[ or rraneporiarron U Number: NIA Utility ID: UOOD14805 District: Fort Worth County: Tarrant ROW Project ID (TxC): F 2023 (185) Highway: IH-30 ROW CSJ: 1068-01-231 From: SS680 (L.inkcrest Dr.) Construction CSJ: 1068-01-214 Highway Project Letting Date: July 1, 2024 To: IH-820 This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission, ("State"), and City of Fort Worth, ("Utility"), acting by and through its duly authorized representative, shall be effective on the date of approval and execution by and on behalf of the State. WHEREAS, the State has deemed it necessary to make certain highway improvements as designated by the State and approved by the Federal Highway Administration within the limits of the highway as indicated above (the "Highway Project"); WHEREAS, the proposed Highway Project will necessitate the adjustment, removal, and/or relocation of certain facilities of the Utility as Indicated in the following statement of work: Replacement of existing 20" water carrier pipe in 42" casing in direct conflict with proposed TxDOT IH-30 Main Lane pavement grade cut at Chapel Crook Blv Intersection and the installation of proposed 24" water carrier pipe in 60" tunnel liner plate pipe by other than open cut from IH-30 STA. 901+45(N:6950829.19,E:2275131.11) to STA. 905+76(N:6950345.52,E:2275117.20); and more specifically as shown in the Utility's plans, specifications and estimated costs, which are attached hereto as Attachment "A". WHEREAS, the State will participate in the costs of the adjustment, removal, and relocation of certain facilities to the extent as may be eligible for State and/or Federal participation, WHEREAS, the State, upon receipt of evidence it deems sufficient, acknowledges the Utility's Interest In certain lands and facilities that entitle It to reimbursement for the adjustment, removal, and relocation of certain of its facilities located upon the lands as indicated in the statement of work above. NOW, THEREFORE, BE IT AGREED: The State will pay to the Utility the costs incurred In adjustment, removal, and relocation of the Utility's facilities up to the amount said costs may be eligible for State participation. All conduct under this agreement, including but not limited to the adjustment, removal, and relocation of the facility, the development and reimbursement of costs, any environmental requirements, and retention of records will be in accordance with all applicable federal and state laws, rules and regulations, including, without limitation, the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act, 42 U.S.C. §§ 4601, et seq., the National Environmental Policy Act, 42 U.S.C. §§ 4321, et seg., the Buy America provisions of 23 U.S.C. § 313 and 23 CFR 635.410, as amended, Texas Transportation Code § 223.D45, the Utility Relocations, Adjustments, and Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645, Subpart B. The Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules, regulations, and guidelines prior to the commencement of the adjustment, removal, and relocation of the facility. �DS� `Q\ V 7/22/2024 Jurt26,2024 IWO Date CH Initial Date TOOT Utility Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B Form ROW-U-35 (Rev.03124) Page 2 The Utility shall not commence any physical work, Including without limitation site preparation, on the State's right of way or future right of way, until TOOT provides the Utility with written authorization to proceed with the physical work upon TxDOT's completion and clearance of its environmental review of the Highway Project. Any such work by the Utility prior to TxDOT's written authorization to proceed will not be eligible for reimbursement and the Utility is responsible for entering any property within the proposed limits of the Highway Project that has not yet been acquired by TxDOT. This written authorization to proceed with the physical work is in addition to the authorization to commence work outlined below. Notwithstanding the foregoing, the provisions of this paragraph are required only when TOOT has not obtained completion and clearance of Its environmental review of the Highway Project prior to the execution of this Agreement by the State and the Utility. The Utility shall comply with the Buy America provisions of 23 U.S.G. § 313, 23 CFR 636.410, as amended, and the Steel and Iron Preference provisions of Texas Transportation Code § 223.045 and, when products that are composed predominately of steel and/or Iron are Incorporated into the permanent installation of the utility facility, use domestically manufactured products. TxDOT Form 1818 (Material Statement), along with all required attachments, must be submitted, prior to the commencement of the adjustment, removal, and relocation of the facility, as evidence of compliance with the aforementioned provisions. Failure to submit the required documentation or to comply with the Buy America, and Steel and Iron Preference requirements shall result in: (1) the Utility becoming ineligible to receive any contract or subcontract made with funds authorized under the Intormodal Surface Transportation Efficiency Act of 1991; (2) the State withholding reimbursement for the costs incurred by the Utility In the adjustment, removal, and relocation of the Utility's facilities; and (3) removal and replacement of the non- compliant products. The Utility agrees to develop relocation or adjustment costs by accumulating actual direct and related indirect costs In accordance with a work order accounting procedure prescribed by the State, or may, with the State's approval, accumulate actual direct and related Indirect costs in accordance with an established accounting procedure developed by the Utility. Bills for work hereunder are to be submitted to the State not later than one (1) year after completion of the work, Failure to submit the request for final payment, in addition to all supporting documentation, within one (1) year after completion of the work may result in forfeiture of payment for said work. When requested, the State will make intermediate payments at not less than monthly Intervals to the Utility when properly billed. Such payments will not exceed 90 percent (90%) of the eligible cost as shown in each such billing. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. The State will, upon satisfactory completion of the adjustment, removal, and/or relocation and upon receipt of final billing prepared in an approved form and manner and accounting for any intermediate payments, make payment in the amount of 90 percent (90%) of the eligible costs as shown In the final billing prior to audit and after such audit shall make an additional final payment totaling the reimbursement amount found eligible for State reimbursement. Alternatively, If the approved accounting method is a lump sum, the State agrees to pay the Utility an agreed lump sum of $N/A as supported by the attached estimated costs. The State will, upon satisfactory completion of the adjustments, removals, and relocations and upon receipt of a final billing, make payment to the Utility In the agreed amount. Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Utility to perform such work diligently and to conclude said adjustment, removal, and relocation by the stated completion date which is attached hereto in Attachment "C". The completion date shall be extended for delays caused by events outside the Utility's control, Including an event of Force Majeure, which shall include a strike, war or act of war (whether an actual declaration of war Is made or not), Insurrection, riot, act of public enemy, accident, fire, flood or other act of God, sabotage, or other events, Interference by the State or any other party with the Utility's ability to proceed with the work, or any other event In which the Utility has exercised all due care in the prevention thereof so that the causes of other events are beyond the control and without the fault or negligence of the Utlllty. Jun 26, 2024 r;�� 7/22/2024CH —IfeLl inmai Date Initial Date TxDOT Utility Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E88OC3B Form ROW-U-35 (Rev.03124) Page 3 This agreement in Its entirety consists of the following elements: Standard Utility Agreement — ROW-U-35; Plans, Specifications, and Estimated Costs (Attachment "A"): • Accounting Method (Attachment "B"); • Schedule of Work (Attachment "C" ); • Statement Covering Contract Work -- ROW-U-48 (Attachment "I]"); • Utility Joint Use Agreement — ROW-U-JUA andlor Utility Installation Request — Form 1082 (Attachment "E"); • Eligibility Ratio (Attachment "F"); Betterment Calculation and Estimate (Attachment "G"); and • Proof of Property Interest — ROW-U-Affidavit (Attachment "H"). All attachments are included herein as if fully set forth. In the event It is determined that a substantial change from the statement of work contained in this agreement is required, reimbursement therefore shall be limited to costs covered by a modification or amendment of this agreement or a written change or extra work order approved by the State and the Utility. This agreement Is subject to cancellation by the State at any time up to the date that work under this agreement has been authorized, and such cancellation will not create any liability on the part of the State. However, the State will review and reimburse the Utility for eligible costs incurred by the Utility In preparation of this Agreement. The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under this contract or Indirectly through a subcontract under this contract. Acceptance of funds directly under this contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds. An entity that Is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. The Utility by execution of this agreement does not waive any of the rights that the Utility may have within the limits of the law. It is expressly understood that the Utility conducts the adjustment, removal, and relocation at its own risk, and that the State makes no warranties or representations regarding the existence or location of utilities currently within its right of way. DS 7/22/2024 a Jun 26, 2024 Initial Date Initial Date TOOT Utility ❑ocusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B Form ROW-U-35 (Rev.OVA) Page 4 The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. UTILITY EXECUTION RECOMMENDED: Docuftned by, Utility: CZ of Fort Worth FWZ: Narno of Ulflify (ordesfgrrae), Fort Worth District By: Aufhortzed Signature THE STATE OF TEXAS Fe�nq.�do Costa Executed and approved for the Texas Print or ype ame Transportation Commission for the purpose and effect of activating andfor carrying out the Title: Assistant City Manager orders, established policies or work programs heretofore approved and authorized by the II Texas Transportation Commission. Date: Jul 123 2024 DocuSlgnedby, By: wzd M SSG ,, P.E. �m l 874,F�&skiee4ffngineer (or designee) Date: 7/22/2024 DS 7/22/2024 CH Jun 26, 2024 Initial Date Initial Date TxQ0T utility Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E88OC3B Form ROW-U-35 (Rev.03/24) Page 5 Attachment "A" Plans, Specifications, and Estimated Costs All material items within the cost estimate that must meet Buy America or Steel and Iron Preference Provision requirements must be Indicated with an asterisk ('*). ❑ Currently, this project does not plan to use iron and steel subject to Buy America requirements. In the event that Buy America compliant materials are used during construction on this project, compliance documentation will be provided. ❑ There are non -domestic iron and steel materials in this project that fall under the De Minimus equation. Calculation showing the total cost does not exceed one -tenth of one percent (0.1 %) of the individual utility agreement amount or $2,500.00, whichever is greater is required. ® We understand the Buy America Compliance Requirements for iron and steel and will supply the required documentation to TxDOT indicating compliance with this provision. The following documents will be supplied prior to installation of the materials: 1) Form 1818 - Material Statement 2) Material Test Reports or Certifications Fos _:A7/22/2024 Initial Date TXDOT Jun 26, 2024 c� Inlllal Date UIIIIIy Docusign Envelope ID: F834E3E3-F5A84F47-9202-8B2A9E880C39 Attachment "A" Engineer's Opinion of Provable Construction Cost IH-30 Llnkcrest to 1H-620 Water and Sanitary Sewer Relocations Project CSJ: 1068-01-214 and City Project No. 104518 IUtlllly; City of Fort Worth Date: 412512021�� Projecl; 11i-30 Llnkcrest io IH•020 Waterand Sanitary Sewer Relooallona Prepared By: LEV KHA No.: 06101845D Checked Bv. CTD 17ille: Water Line Relocations i! Line No. bescrlp(lon "pee Quantity Unit Unit Price Cost ::1$$11r067.5.i4.!NiigrQip�,`'GSSaclifill�ReslreTped lojnts)` S,s ,, .ri; �i1�11Q y284•,. R�� 60 ,;,`3281:$$9: 2 3311.XXXX 20' Waler Pipe CBS Rackfill (Resholned Joints) 33 1119 3311 12 2O LF $600 75 $12 016 3 1 331 �;Q55 i�'. b p gt�r;_CSS �ackiilF(iteslralr}c loinls)' 331 10 15 ' LF„' :.$¢33 $_B - ,•' IAO _ 4 3305,2007 24" Water Gamier Pipe* 33 05 24 484 LF $B87 76 $419 991 5 33�6 9D 604 T},n�jel Ljp r P�ati3 B� Other Than Ope[j Cu1F om 6 3311.0242 8 Water Pipe. CBS Backfill lC5� �ac��lr�. '�a�-L 3311 10 33 11 12 � - 1 345 LF $267 00 $92,116 29 LF .' gas. 00 25 r ., : 33'('�'0�4�K,� ,�af4ar!? p13, .; - • . .., r 8 9999.0001 Shaft Excavation and Support - STA 2+940 . _r = 33 05 41 . ; �- . 1 lab $200,260 00 $200.250 .��41..: 10 3312.3008 24 Gate Valve w1 Vault' 3312 20 2 EA $66,750 00 $133,600 1f S2jIQQigt,§1'. leV Q 6 ,..:L .; r� _ .1" .' A3 2, ti,.: 4' 12 3312 3002 8 Gale Valve' 3312 20 1 FA $4.672 50 $4,673 021e19>prMap1!1y 14 3311.00D1 iV" 24° Ductilo Iron Water Fiti ngo w/ Reslralnl 33 05 24 G. TON $10.680.00 $64,080 =5@37�t00[:>"9k0uillel'ronlfaerFlEllntigsvlRestalr�l;3dQ64.:' T0�1 x.(b9Q;3at184,' 1t3 3312.0001 Fire Hydrant' $312 40 1 UA $1$020.00 $16,020 i 3'3f2;'OOz°;4?Gotj9h1>•aiihi'���(+re,I�s3B]1�iy 47,We{ei7 331230 2 l_P��0260'I �,�` $40;�D 1833080108 Miscellaneous Structure Adjustment (18 Valve & Vault. 19 20�':aTdr fNalrt r.r. ; I 330514 :r 33.122 1 EA $_33,3376 90 $33 375 33120�Connclo )o> ids01t9 . 20 3312 0105 Connection to Exlsting 16 Water Main` 3.31225 1 EA $18 020 00 $16 020 21 331E {�:� �►. 1iog, u Exijllri <2s P aler Miain W WO 22 02411001 Water Line Groullnp 23 U2 `l!�4� € 2,¢i� rilii� `. 024114 ; A 4 rs,,q :76 CY $4400.Sk $30�038 41'rOv4 hl . rr': • 24 D2411208 20 Water Abandonment Plug 26 0241'1b&,79°111(aferAaAdortmegiPlpg_.-.' 024114 t:,r�.r�+" 1 EA $1,33500 $1.335 ., 26 0241 1218 4 12 Water Abandonment Plug 02 41 14 1 EA $667 50 $668 �;, i4b#Abandon 1B 1Na'lerValve: r ', '_ b l �. _:.,.`-=" + :1iSv59 -;r -n33. _ 28 024i 1403 Abandon 6 Water Valve 02 41 14 1 EA $1.088 00 $i 06B . -. r �0 1224�Qpf•lltfeit��n(iAanhole(B,,BIbWdj��VejPiF}?�;°=;�s., :,. ... 4 1.� `- ; .. 1 _ 5; -$,i33D ... • `1.3s 30 3304 0101 Temporary Water Services 33 04 30 0 EA $13.350.00 $0 i ;3+r 33Q2 Cajhat]lc jtraian'.:: ', ` •.,,, = "VA , 32 33305 0103 Exploratory�Excavation of Exlsiing Utilities 3.3.053D.. 2 EA 54,005.00 $B 010 33 01Iz(D102_.As b171 23 34 0160 6003 FURNISHING AND PLACING TOPSOIL (4") Item 100 4,547 5Y $2 67 $12140 35 .. 0{S BQ7;BR�?PyUCASrtED(?ERi {UFi8hj4j.tC_LAY1 4 �47 .:$.03i" • 36 0164 6029 CELL FBR MLCH SEED (TEMP) (WARM) Item 164 2,274 BY $0 67 $1518 37 0100i, 11s1n.164 . ;.' 2,24 S f, _•? • :.. xl$1$ 38 01666002 FERTILIZER 'fs`:-:.� :'�s -:�.•, Item 166 _... ��Lm468 .;...:..169{;5'_�'Q 10000 TON $2,670.00 $0 r��'.�.8�?38`;�`_,r���30]I .b�i6�6�0'�'])E�GE'Tl'#'T�1���,RiN�_`.�iY_�.r 40 0400 6007 CUT & RESTORE GONG PAVING Item 400 920 BY $267 00 $247,242 - SOD B01irt2S�T0�1'd"iVING ._.' • �_t` x'• ' -:lj► 4 r = 3 51 f 13'�2QO 2C , `WA8. 42 0402 6001 TRENCH EXCAVATION PROTECTION Item 402 670 LF $1368 $4,472 A3 : 061)g6022(.�NS�}7UCY��N.IA�1���)-. • 44 0506 6D24 CONSTRUCTION EXITS (REMOVE) Item 60B 90 BY $1068 $961 45 0�08b�D3¢T[V�P.f [iNIDF�TBNC(IIYAL ram, Ilerr(500 46 05M 6039 TEMP SF )MT CONT FENCE (REMOVE) Item 606 11,_225 LF $1 34 $1.635 _ D_fi06 6040 WOOEFtDSN C0�7T C OGStJS (B"j.. .. lfIr15�,30$ 46 DSOG 6043 BIODEG EROSN CONT LOGS (REMOVE) Ilem 606 245 LF $1 34 $327 48 a529 _BbOB �OI�C CURB & i R E : �?M? 50 0531 6001 CONC SIDEWALKS (4`) Item 531 28 BY $1813.23 $6.048 i(.TW1 UGIi0es4061018450-1H39110 clOst-Yi&SS-ftelocallons}YfK550YCUlFInaROPCC_IH-30-Llnkaresl-to-IH 820_2024-04-25.arsX Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-BB2A9E88OC38 Attachment "A" Engineer's Opinion of Probable Construction Cost I1-1-30 Linkcrest to IH-820 Water and Sanitary Sewer Relocations Project CSJ: 1068-01-214 and City Project No, 104518 Ibitty: City of Fort Worth Dale: 41251202 Pro}act: I1-1-30 Linkcrest to IH•820 Water and Sanitary Sewer Rota cations Prepared By: LEVI KHA No.: 061018450 Checked By: CTD ITtlle: Water Line Relocations I Line No. " Description Spac Quantity Unit Unit Price Cost I 51_ DssB 8309 RE PM WlRET RI Q_ rY l_ (W)6"(SLD)(100MIL} '- _ hem 666 .44 LF $2 67 : _ $1 j71 52 0666 6036 REFL PAV MRK TY I (W )8-(SLD)(100MIL) item 666 109 LF $2 67 $291 53 0666 6045 REAL PAV MItK YY I (W}i6'(SLD)(100MIL) b2,77T 54 „ 0660 6054 REFL PAV MRK TY I (W)(ARROW)(100MIL) Item 666 item i EA $267.00 $207 65 0886.6078 REFL PAV M§Kll l (W)(W6RD)(IOOMIL} : , 666. 66 0866 6321 RE PM WIRET REQ TY I (Y)6 (SLD)(i00MIL) Item 666 390 LP $2 67 $1,041 5Z 0S8t 6174 RE L PAV Fnf#KTY II �w)13" (sLa) -_ = Item 666 a4 58 0664 6174 REFL PAV MRK TY 11(W) 8- (SLD) 668&.61B1 REFL PAV. MRKTY i6'_' (SLD) : Item 666 i(em 68$ 109 :: 920. LF .. $1.34 $146 I, 60 0666 6184 REFL PAV MRK TY 11 (W) (ARROW) Item 666 1 EA $146 85 $147 I! 61 0686 62 F ftft PAV MRK TY II (W} (WORD) : - , . , .: Item Bss .: 2 : E11' $168 88 • $339 82 0666 8210 REFL PAV MRK TY II (Y) 6- (SLD) Item 666 'e 390 LF $1 34 $521 . 63.: i 0572 6010REF : $9 $7 5 64 __. 0677 6006 CLIM EXT PAV MRK & MRKS (18-) Item 671 320 LF $6 68 $2 136 65. `" �� 6876BD02 PAV 8(1RF P)tEP FOR 66 Bi• - 0676 6004 PAV SURF PREP FOR MRK (8'} 06766007 PAV SURF PF40 FOR MRK (18'):, :'=: �F-<< : i '•• : : .. Item 678, ,. - S, �.'. ' item 678 109 , . . ': 320$854 LF $100 $109 68 0678 6009 PAV SURF PREP FOR MRK (ARROW) Item 678 FA $65,75. $67 69 i_ _ - 0678 601E PAV SURF PREP FOFZ IV(R(C (WORD) ':." , ' =1 14err167 :1. 2 70 0678 6033 PAV SURF PREP FOR MRK IRPM) _ Item 678 6 Total Cons EA ruction $8.01 1 $64 . $3.470,000 ❑ No Design Completed • Prellminary Design m Rna1 Design 'All materials shall use domestically manufactures pruducts that are composed predominatelyof steel andlor Iron to Incorporate Into the permanent Installation of the utility facility - In compliance with the Buy Medea provisions of 23 CFR 635.410 as amended. The Engineer has no control over the cost of labor, materials, equipment, or over MD Contractor's methods of determining prices or over competitive bidding or market condltions. Opinions of probable costs provided herein are based on the information known to Engineer M this time and represent only the Engineer's judgment as a design professional familiar wilh the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construetlon costs will not vary from its opinions of probable costs. K:1FtW UIIIIIes106101a450-IH30•Linkcresl-WSSS-RebcallonslWKSWNCC%FlnaRQPCC_IH-30-Llnkcrest.IOH-020_2024-a4-25.ulsx Docusign Envelope IQ: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B Attachment "A" Engineer's Opinion of Probable Construction Cost 111-11-30 Unkcrest to IH-820 Water and Sanitary Sewer Relocations Project CSJ: 1068.01-214 and City Project No. 104518 Utillty: City of Fort Worth Project: IH-30 Linkcrest to IH-820 Water and Sanitary Sewer Relocations KHA No.: 061016450 Title: Summary of Project Costs p Description Water Line Relocations Basis for Cost Projection Cl No Desrgn Completed 11 Preliminary Design GL Final Design Notes 1 Engineering agreement between City of Fort Worth and Klmley-Horn approved October 17, 2023 as part of M&C 23-0875. 2 City of Fort Worth staff Ilme for project management, real property acquisitions, material testing, and Inspection approved October 17, 2023 as part of M&C 23-0875. 3 Opinion of probable cost for temporary construction easements. Date: 412512024I Prepared By: LEV Checked By: CTD Length {fi)l Sewer I Water II 1,10t I $ - - j $3,470,000 iI $ Total Construction II $ Total Betterment: II $ Cltv of Fort Worth Reimbursement Summarn Engineering $ Clty of Fort Worth Staff Time $ Temporary Construction Easements' $ Total 1 3,470,000,00 li 3,470,000.0 - I 595,000.00 120,000.00 45.600.00 Considering Joint Bid, Total Amountl $ 760,600.00 burI ClIv to request for Reimsemen I Total Construction and Reimbursement Cost I $ 4,230,600.00] Docusign Envelope ID: F834E3E3-FSA.8-4F47-92D2.882A9EB80C3B INDEX TO DRAWINGS 8a SIDIDELMMIL iNB - RRAWNG INDEX AND GENERAL NOTES N - GENCRAL NOTES II 1090 - GE.MAL NOTES IQ 1091 - EXSIMC WATER LNC & ICOLATW VALVE LOCATION MAP 1BK2 - E105TINC SEWER, ME LOCATOR MAP ".3 - INI VA10 ME TO BE ABANDONED 100E - PROPOSED WATER UNE LOCATION MAP COOS - PROPOSED TEMPORARY CONST UCMON CASEMENT MAP IGG6 - QUANTITY SUMMARY WAIIBUNF PI aN 4N0 PRDFlI F SNFFN 199T - PROPOSED WATER UNE A EGIN TO STA 3450 190E - PROPOSED WATER LIST B E A BEAN TO STA 0 (PROFILE)COOK - PROPOSE WATER LA7,0 NE A STA 3FSD TO COOK) PROPOSED WATER LINE A STA 3+30 TO END OF (PROFILE)200E - HRPOSEU WATER LINE A STA 7a00 TO END 2003 - PROPOSED WATER LINE A STA 7400 TO DO (PROFILE) 200- PROPOSED WATER MNE B BEGIN TO END 200, - PROPOSED WATER LINE C BEGIN 10 FIND GOO x 2ON, - UTILITY ADJUSTMENTS IDEATION MAP 2008 - U UFTY ADJUSTMENTS 2007 - UTUWIY ADJUSTMENTS II ROOD - UTUTY ADJUSTMENTS III W�m eWAtt nfTAII R 20M - WAI:k DETAILS SWEET 1 201E - WATER DETAILS SHEET II ^011 - WATER DETAILS SHEET DI 2012 - WATER DETAIL: CICCF N 2013 - WATER DETAILS SHEET V 201a - WATEq DETAIL CHQSICET N 2015 - WATER DETAILSE NI 201E - WATER DETAILS SHEET M11 MIT - WATER DETAIL^+ ON ST IX 2018 - WATER DCTAILS SHEET X 20I0 - WATER DETAILS SHEET W DIM - WATER DETAILS SHEET KV RO21 - WATER DETAILS WEST X011 022 - WATER DSHEET WSOS] - wATO' DETAILSCI aMQr %V 2024 - WATER DETAILS SHEET W2035 - WATER LINE INSTALLATION IN NORM ACCESS SHAFT 202w - WATER UNE INSTALLATION IN SOUTH ACCESS SMArT 511 EAR [F SURFACE TAR REPAIR loin - SURFACE REPAIR PLAN 2028 - REPAIR PLAN 0 2029 - SURFAC R1;PAR P.wN w CONTACT LIST GENERAL NOTES GENERAL NOTES (CONT) BEL SBEEI.NALC ONSHM M - E.suENA, NDEO/RPORTS, UNION RESULTS, ETC. PIPE REPORT AND SCIENCE REPORT PER p1OFMON H:ONTROL SHRTS 2030 - ENOSON CONMOL PLAN I GONLVAL, SECTIONS M n 19. 01 78 30. AND 33 01 31 TO ME CITY FOR RENEW, RMCONw AND FINAL ACCEPTANCE. 2031 - EROSION CONTROL PUN I! x032 - EROSION CONTROL PLAN RI 1 ME CoNNI SKALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES. "OTHER PUBLIC OR PRIVATE, PRIOR To "CAVANON. MC INFORMATION AND 13. WHEN IT I$ RETRAQUIRED THAT A CONTRACTOR WON K M ENTER PRIVATE PROPERTY. TNC CONTRACTOR SHALL CONTACTRtt MC PROPCOWIC11 u SON C y •vF[x• 2M - CORROSION CONTRA DETAILS I DATA VIM WRCF TI CCT TO IDOLTNC UNpC1RCPWND rAtg1TES AT OR CONTIGUOUS M THE SEE IS MPROMMAIC D BASED ON INFORMATION HOUPRIOR ED CONSI1NCn PER SCCTOW GI 11 M 00 NOT STONE RS EWPMCNT OR WATERON PRIVATE PROPERTY UNLESS AND MNTL ME 203E - Co VON CONTROL PETAL' I NpIISHED BY TALC OWNED OF SUCH UNOORCROUND FACTURES OR ON FLLlO. M[ ENGINEER SPECIFICS MPROVµ OF MC PROPERTY OWNER WAS BCCN RWR[D IN 2033 - CORROSION CONTROL DETAILS II ]W8 -CORROSION CONTROL DETAILS IV PHYSICAL. APPURTWANCES ODSIRYLD IN M C11V AND LHN1 NOT DC RESPONSIBLE FOR MC ACCURACY OR COMI LETENE.R OF ANY SUCH INFORMIAlION OR DATA. THE CONTRACTOR SHALL HAVE FULL WRITING OY MC CONTRACTOR AND A COPY NRNP.WCD TO TWO CT'. 14, ME CONTRACTOR SHALL REMOVE MOH ME PROJECT AREA ALL SURPLUS HAEIILC�TRCL RESPONMIMY FOR REVIEWING AND CHECWM ALL SUCH INFORMATION CR DATA, FM !LOCATING ALL UNOCROFWND FACIUTCG, FOR COORDINATION OF MATERIAL THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM, OURPLJC MArMAL' MOM IOXCAVATON IKLnINO DIRT, TRAC I, RG SHALL 2W7 - T Ic CONTROL PLAN - NARRATIVE -TRAFFIC CONTROL PLN ALTERNATE- ALINATC ROUTE PHASE I (UPON APPROVAL) THE WOK WIN MC ol— CF SIGN UNDERGROUND FACURES WRING CONSTRUCTION MD fAl M[ SAFETY AND RTOTECTON HEREOF AND REPAIR WC ANr DMACE THERM RESULTING MEN ME COOP.. Tut WORN RPROPAHLY DISPOSED OF AT A GTC ACCLPTADLE M. ME CI FLOOD PLAIN ADNNISTNAIM IF WTIBN ME CITY LIMIT.'. F ME LOCATION S NOT WEIAN ME CITY LJ•M MC CONTRACTOR MALL AMNIOC A LETTER STATING 2030 - TRAFFIC CONTROL PLAN - POSE 1 CHAPEL CREEK BOULEVARD SKEET I OF 5 STALL GO CONSIDERED AC A n ARY ITEM W WORK MC COS OF WHICH $HALL BE INCLUDED IN THE PRICE BO IN THE PROPOSAL FOR VARIOUS DID '0. SVRPLLG MATUIµ MAY NOT DE PLACED W RAI NATURAL DNACL WAY PEMUT WRITTEN PERMISSION FROM ME AFFECTED PROPERTY OWNER AND ME 2040 - TRAFFIC CONTROL PUN - PHASE I CRUEL CREEK BOULEVARO SHOOT 2 DF 5 ITEMS ME CONTRACTOR SHALL NOTIFY MY AFFECTED OWT[RS (UTILITY COWANNSI OR AGENCIES N WRITING AT LEAST 40 HOURS PRIOR TO CITYS FLOOD PLAN ADMINISTRATOR F ME CONTRACTOR PLACES CKCESS WATERML W M AREAS WTHOUT WRITTEN MONISSGN, CONTRACTOR i 2041 - TRAPFlC CONTROL PLAN - PHASE 1 CHAPa CREEK BOULEVARD SHEET 3 DF 5 CONSTRUCTGN. RESPONSIBLE Ewe ALL DAM RESULTING MOW SUCH FILL AND SMALL MUM THE MATERIALAT THOR OWN COST. 2042 - TRAFFIC CONTROL PLAN - PHASE I CHAPEL CREEK I.I. HOMY TIXAS B11 (1-U00-DIC-TICS M WWW.T[KAS011.OM( TO LOCATE BOULEVARD SHEET 4 OF 5 2043 - TRAFFIC CONN PUN - PHASE I CHAPEL CREEK [KITING UTIUTI PRIOR TO CONGTRUCTKINL IS, COOT: ASSOCIATED WM PROPOSED DIMINUTIONS TD EXERTING FAAI3TES SHAU,BE IND. NO DIEDIN a pi RcAY. cmvic BID BOULEVARD SHEET 5 OF 5 4E 20- TRAFFIC CONTROL PLAN - ALTERNATE ROUTE PHASE2 12 CAUTO I BH1KIED ELCCIRIC UNCS MAY EXIST ALONG THIS PROJECT. CONTACT ELCTIM F ICADCRS 0HOURS PRIOR TO EMANATES: EXCEPT SPECIFICALLY SALLY 'INDICATED Wllux ING MCC PUNS OR SEC CONTRACT DOCUMENTS. (WON APPROVAL) (OHCOR - ROBERT MARTINE2: 017-215-BBBB) PRIOR TO COANNING ROES o TRAFFIC CONTROL PLAN - PHASE 2 CHAPEL CR[IX noSHEET 1 OF 7 I.S. CAUTIONI DUOED OAS'. UNER' MAY CXI.^T ALONG MIS PROM-ff. CONTACT 15. CONTRACTOR SHALL CONTACT LOCAL SCNOQLS M CONSTRUCTION TO INFORM PRINCIPAL' AND AOVNISTRAYOM OF CONSBea' DN 204BBOUlTRAFFIC - PNASF 2 CHAPEL LREEIE OS ENERGY WIS WSAPR M�E%GVATCN. ANO WHIN TWO (2) IN HE NCh A NOTE ON M[ COHOW MNOU[C F SICOLTTCD INFORM PARENTS AND S UDENT' OF CONSTRUCTION, 00NDUCTON DURATION, AND EVARO SHHEET 2 OF 5 NWRS OF ENCOUNTERA ACONTROTIMU iF AROUND CONSTMJC110N SUES SE SHEET =47 0 TR ,PRC CONN� PLAN - PHASE 2 CHAPEL CREEK BOMLAPL ULEVARD SHEET 3 OF 5 (JACOB UNDDA .. BOB-7T7-0274), 1115 FOR TRAFFIC L 20M8 - TRAFFIC CONTROL PLAN - PHASE 2 CHAPEL CREEK 1.A CAL BUM COMMUNICATION CABLES MAY E10TT ALONG T115 17. STREET USC PDBBT SHALL BE CI1a1TID PER OELTIM GI 75 N Tp THEBOULEVARD SHEET 4 or 5 20WIDE; TRAFFIC CONTROL PUN - PHASE 2 CHAPEL CREEK PROZCT. CONTACT COMMUNICATOR COMPANIES IIGIRs IReDR TO MY'AVATION (AT&T - DANO LOPC2 9T1-B4P-B726) CITY INSPECTOR AND TAW FOR WORK N CITY ROW. ULLUVARO SHEET 5 OF 5 18, MC CONTRACTOR CHALL REMOVE ALL FORCES, LO;ATm WHIN CASSCME NII PMLNEEMruT N4RKIN'(S 20.0 - PAVEMENT WARNINGS - SUMMARY OF GUMIMES 1.1 CAVTONI WMON DONE WAIN WARN 200 FEET OF ANY IMAU3ED INTEMEmON, MC CONTRACTOR SHALL NDTIFY TRAFFIC MANAGEMENT DMSION OF CITY OF FORT WORM TRW, 72 HOURS PRIOR TO NTCRDING WM CONSTRUCTION OPERATION AND PRONIDC TEMPORARY rENCIM CURING CONSTRUCTION. REMOVEO FENCES. WOODEN OR CHAIN LINK, SHALL BC RPLACED WM A MOW FENCE ON MANAGED ORIGINAL FENCING, 2W1 - PAVEMENT MARTIN= - CHINE. CREEK BLVD - NORM 10l2 -PAVEMENT MARKINGS - CHAPEL CREED BL`A -SOUTH OGVATON (ION DMCO D17-360-636a, OR TRAFFIC SrF ICEDI etn-]Bx-n3Y]] TE CONTRACTOR SHAG PROTECT EMSENC SIGNAL AL. AFFECTED PROPERTY OWNERS SHALL BE NOInED PRIOR TO COHSIRVCTXIN. REMOVµ AND REPLACEMENT OF F21CTMC AND TEMPORARY NARDWME, GROMD BOSS, DLTECipu LOOPS. AND, UNOFlRAt0UN0 MN307 AT SONALGED WIELTCIIONS ANY DAMAGES AY SOHAUSCO fCNCS PER NECIDM O it CO SLUMMY OF wDPC 30eALL BC COxSXX]SD SUBSIDIARY TO ME PROJECT COST AND REELECTED IN ME UNIT BID PRICES WEERSECTOU2 SNAG DE REPLACED AT THE GTCNSE OF ME CONTRACTOR. ME CUMIRACIOR SHALL CONTACT ME CITY AT FOR VARIOUG ITEMS LISTED IN ME PROPOSAL. 817-3=-8100 TO PCREGIN CONWIT UNC LOCATES AT SCINALI INTRMS ONS 72 IKIUIC PRIOR 10 CUMMING WORK AT MC G.Vlaru m _ rncmin. rpypinnHc WIORSECTION. 1. NO SEPARATE PAY IIOA WttL U YADC FOR THE HEM AND DIFOSAL OF [YlS11NO PIIWC FACILITIES (PIPE; VµVES, EC IM Al A PROPOSED UTILITY C.I. THE CONTRACTOR STALL NOTIFY THE ETV' OF FORT WORM PROJECT MAMMON A8 HOURS PRIOR TO TIE START OF MY VIGVATION ONIONDA ON7PCIA: Ill7-M-8271) MOSCe UNLESS OMERWS ISOIDATEO WTM C PROJECT JKCI1LAl10N1. ITEMS TO BE ROMKOR OD A11 DINED OUTSIDE or PROPOSED[ UTILITY TRENCH SHALL, BE PAC AS A SEPARATC PAY ITEM PDT SECTION 0- 41 14 JOIN KASAVICH, P.E. CITY OF FORT WORM - WATER DEPARTMENT CEDAR ZAVALA CITY OF FORT WORM - REED OPERATIONS SUPFRNSCR KCNNY COLON CITY OF FORT CORM - bismeUTICN OPERATIONS CARL DCZEE, P.0 KML£Y-HORN AND ASSOCIATES, INC RNNE SPICER. P.E. KMLEY-WORN AND ASSOCIATES. INC. DAVD LOPEZ AT&T RC1I MARTINEZ ONCOR ELECTRIC JACOB UND'w1Y ATMOS ENERGY LEGEND EDSTNG WATER USE Y II E)4STINC SANITARY SEWER LIME • EDCSTINC STORM SEWER LINE r4 EXISTING GAS LINE —rVlurnuW— COSTING UTILITY W/ OVA. - 24• .r DOSiWC WMEA) CLECIPoC uR. CDSTINO UNDERGIOUNO TELEPHONE wF CASTING UNDERGROUND ELECTRIC NUM. EXISTING UNDERGROUND CABLE EXISTING CURB P ASPHALT .. EOSINS CHAIN LINK FENCE --fl--0 COSTING WOW FENCE M EXISTNC BARBED CORE FENCE —//—//— EXISTING METAL FENCE PROPERTY LINE EXISTING PERMANENT CASEMENT PROPOSED PERMANENT EASEMENT — — — — — TEMPORARY CONSTRUCTION EASEMENT PROPOSED WATCR/SANI7ARY SEWER LINE I PROPOSED WATER ME W CAERNC 71 I'll WATOR/SANITARY SEWER USE TO BE GIeWT MUM AND ABANDONED -0OL3000AIEBAI� WATER/SAN FARY SEWER LINE TO BE REMOVED PROPOSED WATOR/SMITARY SEWER USE REFERENCED TO ANOTHER SHEET EKS11H0 WATER MANHOLE E PE TNC WATER METER Q EXISTING END HYDRANT PI A 0 F�O (B17) 30x-6400 Al MBERS SHALL BE T LEAST 3-14 IN WIDOW AND CONTRAST 2. MC LOCATION OF ALL DRIVCWA—. RETAWME WALL', STRUCTURE^.,. ETC. WHICH MAY DE SHOWN ON MCSC FLAxs ARE MPR I IMAIC ME CONTRACTOR EHALL Z CONTRACTOR SMALL PROTECT CONCRETE CURD AND CUTTER. DRIVEWAYS, AND MIDWALKS THAT ARE GT 1ED MIN ROIOVPI RCWI AND (017) 30£-5020 VERIFY ME EXACT SIZE LOGLTON, O VATON, AND CONFIGURATION OF ALL RCPLACEIENT OF THESE ITEMS SHALL BE AS DESIGNATED. (817) 475-2656 CMUCNRC PRIOR TO CONSTRUCTION. 3, THE: ctSH TRACTOR ON AND FROTCCT ON —.PC Mp REPLACE (812) MI5-729 a T CONCRETE cFOR sDNT THE AIMS TILE CI tMEI SHOWN ON THE PUNB (WAR POOR CITY PARALL AND (BB2) 318-7288 RAMIDEM RE LANDDRIVEWAYS, LAMID ARE N OF THESEHAT MO uSH DESIGNATED FOR REMOVAL DRANIN AND REPLACEMENT OF APES[ ITEMS SNAIL O[ AS DESIGNATED IN THC DRAWN= MPMTF NI COMuIMITY SCRNCCS ANR/OR KFEAND OAV. W Al (972) BANH-a728 LANDSCAPING. IN SHRUBS. HEDGED. RCTANMo WALLEN UNY.CMING OAIDINMG WAU(E CTG P OR NEAR PROPOSED CONSTRUCTION AREA IF SPCGFlC RD ITCN(S) ART SOT aaa (817) 77-027 (BOSS) 777-0174 4 ATNAPO ADJACE ADJACENT TOEME PPOJECT NSIBLE DCA, LIM-UOIMDCMCEPCC.ONAL SAFETY GMERAL SAFETY OF PUBLIC ND PRIVATE PRDPERIY. CONTRACTOR OFALL PROVIDE TEMPORARY INMUO0. TES WORK SHALL BC CONSIDERED I-DOITAL AND NOT A SEPARATE PAY ITEM. SANITARY G WEN FACILITIES TO AFFECTED PROPERTY OWNERNI IF NECESSARY A WHOM MPLI•nr TMJ (2' POeuANCNT PANTO pRIVL A➢WG•,CS COST GC PER ATE PAY IT 50 CO TEMPORARY FACURES AND CONNOy NOT SEPARATE PAY ITCH. I STAUEp ATM DAM 0' THE CND ON EACH SOC OF CRERY OBKWAY. ADDRESS DONS SHALL BC POSTED IN A POSITION To RE PLAINLY MME ANR EXISTING PoWIR POLE S. CONTRACTORS RRSCVN[L SHALL HAVE C[xTFYNG CLONING IIA3 OR LEGIBLE. u A CNCS EXISTING SANITARY SEWER CLEAN OUT BAOCI AT ALL TIMES WHICH IDENnrT, THE CONTRACTORS — LOGO OR S. CONTRACTOR STALL NOT CRACK, DR[AIE MAR, OR OTIETWS DAUAGE TILE CAMANT. ME CONTRACTOR SHALL ALSO NAVE IMNTIrICATON ON ALL STREET NAME MAAALYS IN ME EVENT A TILE STREET NAME MARKER IS VaSTINC SANITARY SEWER MANHOLE VEHICLES. LOCATED IN M AREA OF CONSTRUCTION AND CANNOT BE PROTE= E10S1M0 UGHT POLE EXISTING WATER VALVE EDOSAWC TRAFFIC SIGNAL LIGHT EXISTING BLOW OFF VALVE (PUN) EAS71M REDUCER CXI511NG STREET SIGN DOSING TREE EXISTING TREE M BE REMOVED CONING. POINT BENCHMARK PROPOSED WATER METER PROPOSED PLUG PROPOSED SANITARY SEWER MAIIHOLE REFERENCE FIGURE A ON SHEET B BORE HOLE-/ PROPOSED CATS VALVE PROPOSED CLEAN OUT PROPOSED FIRE HYDRANT UTILITY LOCATION BASED ON SUE LEVEL A MITIIJTY LOCATION BASED ON SUE LEVEL B ICI LOCATION DAM ON RESOD DRAWNGS UTILITY LOCATION UNOENOWM I. M CONTR,LC'011 SHALL OSTRIUTE NOT= (ODOR HISM) TO ALL ARTDCIED PROPERTY OWNEPS PRIOR TO DEGRAVNG WORK ON GCN PROPERTY PER SECTOR O 35 13 7. M CONTRACTOR SHALL VIM ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS POOH TO INDEX. VIDEOS SHALL INCLUDE DATE. NOTATION, AND AUDIO CMTIFlCATION OF FROP[RTY ADORES'^., AND MAINMTERAL NANO AND STATION NUMBER. THIS PRE-CONSTRUCRON LADED OF IMPACTED PROPER, SHALL BC COMPODIM0 CUAVIXPRV WORN MR SECTION 01 32 M PRECO MUCTON NOES. S COCTRL'DTIGN AGENCIES SHALL OE UNITED TO M MUM OF 7IM AN TO 0:00 PM MONDAY T RU FRIDAY UNLESS APPROVED OR DiNECTIED BY ME ANY. AT ME PRE -CONSTRUCTION MOVING. ME CONTRACTOR SHALL PROVIDE A CCNSNOCOON SCHEDULE IN ACCORDANCE WTH 'SCTON O B, MD PROVIDE MONTHLY UPDATC, ALONG WTH ME PROORCSS PATMONT PER OCNMAL CONATONS, SECTON DO M W, ARTCLE 5.04. ANY IMCPOSID WORK SCYOUD RE LLAR WORKING HOUR' TILL MOUNE WRITTEN RECUGT BY THE CONTRACTOR PER GENERAL CONDITIONS, SECTION 00 72 00. ARTCIE 6.02. B. STOP DRAWN= PULL. pC SEIWNITTED TO M CITY INFECTOR CITY MIDLCT MNAGR AT THE RE-GOPEG CION MELIINC FOR REVIEW ANY COIGTRLon. ACiMTY. MATERIALS. ETC. THAT ARC DENTFIED BY MC CITY AS NON-COMPUANT REM MC STANDARD DETAILS AND GACOFIGTONS SHALL ICI NNAHOVED MO REPLACIO WITH MATERIALS THAT CONHORM WIN ML STANDARD DETAILS MO SPEOMATONS AT THE CONTRACTORS EXPENSE REFEDCNCE SCCTICN 01 33 GO SUBMITTAL: AND SECTION 01 00 DO PRODUCT MOURCNCNN, AND THC GENERAL CON IIO NS. 10. M CONTRAMOR IS RFSPON=U FOR KEPNG 'MEET: AMC SOCYMALIfS ADJACENT TO PROJECT FRS O• MUD MD DCDIG MOM THE COOP 1HUCTON PER SECTION D1 74 - VAXN 'SCOOTED WM MIS MGM Is CINDIGEgED SUOUCWMY TD VARIOUS ITEMS BID. 11. MC CONTRACTOR SHALL CLEAN UI ND RLSTORC ME AREA OF OPERATONS TO A COADMON AS 0000 AS OR BETTER MN THAT WHICH EXISTED PRIOR TO WGR1K, — SECTION O 74 23. M PRIOR TO SCHEDVUNC THE PROJECT FINAL, ME CONTRACTOR SMALL PRONDC ACCUSES, GUT SHEETS NNAL APPROVED PPE SHOP OMWNGS, CCTV CCNNI LCrOR SHOULD REMOVE ME EECTION OF CURD AND CUTTER CONTAINING ME NLL nLL STREET NAME MARKER, CONTRACTOR SILL REPLACE THE FULL SECTION OF ME AIRS AND STECT MARKER 1. HORIZONTAL CLOCKING FOR WATCH LINES HAS BEEN OMITTED FOR CLARITY. ...CM OLOC— SHALL BE COISM =EG AND SHOP DRAWINGS SWMITTCO TO ME Arf INU CCTOR rm MYcW, N PCGORONCC RIM 7CTON OS DO 00. a% 87,MI r"!,W ir `'Xrc�i�°•` .+A � P. d lev In mrnrlloN wrz I I I 1 Kimley*Horn a rn.S. NA. u4 n rm Na Tr TRv Fran+ 02024 Tcxa$ DcparimcM of Tmnspolclion 1-30 WATER & SANITARY SEWER RELOCATIONS DRAWING INDEX AND GENERAL NOTES I e HSEE TnE sNErn I3D� TLTL' 1 ^FTW 1 TANMT LwW. I +TRW. I '1988 Iowa, I DI I 2M DDDUDign Envelope IC: F834E3E3•FSAS-4F47-9202.8B2A9EaSOC3B 1 GENERAL NOTES (CONT) I. THC CONTRACTOR MUST REVEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTON PREVENTION RAN WN ALL CONGTONS ATTACXLENTL EXHIBITS. AND PERMIT MO RMILVOONS N GOOD COIDI'l AT THC CONSTRUCTION SITE THE COMPLETE PERMIT MUST BE ANALARLE FOR RCVIEW UPON RCOUCST. 2. ENSCIN CONTROL MEASURES MAY ONLY BE BARD IN FRONT OF INLETS OR IN CHANNELS. IRRAINAR WA n, OR BORROW PITCHES AT RISK CF CONTRACTOR. CONTRACIDIR SWML REMAIN LIABLE FOR µY DAMAGE CAU7D BY THE MEASURE. NCtUDING RCOPIN0 CAMACE WHICH MAY OCCUR DUE TO BLL% OCD MANAGE SION AT THE CONCLUW ANY PNQ.ECT, ALL CHANNELS. DRAINAGE WAYS. AND BORROW OTCNES N TNC WORK 2WE SNAIL BE DREDGED OF ANT CCDINENT GENERATED BY TIE PIN OR DEPOSITED AS A RE'3JLT DI'EROSION CONTROL MESAS RE. 3. THE CONTRACTOR SMALL CONPLY WIN ALL FEDERAL STATE AND LOCAL CROSON, CONSERVATION. AND -TA SO ORDINANCES. THE COVTXACTQt SHALL USE GmHVort EYE= OR OVER MC,ARES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PP:V'ENT SLT AND ONSIRJaM DEBRIS FROM CLOGGING "GRIN SEWER PORES OR PROPOSED OR EDIN SG INLETS. OR FgSO DUNG TRANSPORTED TO ADJACENT PROPCRIICS AND STREET RIGHT-OF-WAYS ALL ER ON C TROL v+uDDn SMALL PC INSTALLED PRIOR TO SITE DIMMANCE AND SHAU. REMAIN N PLACE UNTIL FINAL GRADING AND PAYING 5 CDIWLETE AND 1 RxµENT SOL STABILRARCN IS AtHILNLD 4. CONSTRUCTION OPERATIONS SHALL BE MAJI SD THAT AS MUCH Or THE SITE AS POSSIBLE Ir LEFT COVERED MEN EXISO1G TOPSOIL AND VLCCTATHON. S ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SNCON. SSOOONG M SEEDING SHALL CC PET SECTION•.. 32 D2 13 :COOING' OR 32 D2 14 NON-NATIVE GRONO'. RESPEcnVELY. B. CONTRACTOR SHALL CONSTRUCT A STADILUM CONSTRUCTION ENTTLANCC AT ALL PINATA POINTS OF ACCESS. CONTRACTOR 5 RESPONSBLC FOR ENSURING THAT Al CONSTRUCTION TRAFFIC UTLITL, THE STABILIZED ENTRANCE AT ALL TIES FOR INGRESS AND EGRESS TO THE SITE. ). STE ENTRY ANO CHIT LOCATORS SHWL IC MAINTAINED IN A CONDITION VANC H SMALL PIRW.IT VAIXNC W ROWING OF SSONENT ONTO PUDIC ROADWAY: AL- SEDIMENT S9WID. DROPPED, WASHED, OR TRACRED ON A PUBLIC ROADWAY SHALL B[ RCM- IHMEQATELY. WHOM WASHING IS REGRIND TO REMOVE SmIMENT PRIOR TO ENTRANCE TO A FUHUC ROADWAY, IT SHALL BE DONE ON AN AREA :TANJZCD WV CRUSHED STOIC WHICH DRAINS INTO ANINPPROVCD SEDIMENT RASH ALL nN(5 MKSEO FOR TRACKING ONTO PUBLIC ROADS SHALL IOC PAD BY THE CONTRACMR I. COINIEM,CTOR Is RCTONSBIE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION, CONTROL DEVICES THROUGHOUT M DMIC CONSTRUCTION PRICE$$, EROSION CONTROLS SNAIL BE REPAIRED OR ICI LACED AS INSFCCIION NAJG NECESSARY, OR AS DIRECTED BY NC OWNERS RCPRF�NTAII L ACCUMULATED SLT IN ANY EROSION CD IXOL OEWCE SHALL BE REMOVCO AND SHALL NC DLLSTRIOUFED ON STE IN A MANNER NOT CWTAIBLITNC TO MOTIONAL SILTAMN. THE CONTRACTOR IS RESPONSIBLE FOR RC-CSTMUSINC ANY EROSION CONTROL DEVICE WREN IS O_NUU. I. BUCK ANY EARTHWORK IS DONE THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTIACTOu MO OTHER TES ESTABUSIEO BY THE PUNS. THE COnNACTOR SHNALL PROTECT AN) PRESERVE CONTROL POW. AT A1LL nNES CURING THE CIRRCE O VC PRGCR, NC CRADBIG CONTRACTOR SHALL RRONOE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND CRADE CONTROL POINTS ROUTED To GRTHWORN. 10. CONTRACTOR STAGNO MCA TO BE AGREED WCN BY OWNER PRIOR TO BEGINNINO EO MUCTON. It. TAKE APPROPRIATE MI IRCS TO PRESERVE ALBUM IN ACCORDANCE WIN APPJCABI-E MORAL. SITC AND LOCAL OUIDEJNCS Iigzll .c 1. AT LOCATIONS WHERE M MRS AND WITTER ME TO BE REPLACED. THE CONTRACTOR SHALL ASSUMC ALL RESPM=ILW FOR VC RC-ESTMLSNMERT OF COSTING STREET AND OUT= GRADES. IF CID ITEM FROM LONSTRUCTION STAKING IS NOT INCLUDED, MrABUSHMONT OF GRADES SHALL BE CONSIDERED AS A SUBSIDIARY ITEM OF WINK THE COST OF WHICH SHALL BE INCLUDED N VC PRICE 90 IN THE PROPOSAL FOR VARIOUS 810 FENS 2. ALL DRIVOINYS. WHICH ARC OPEN CUT SHALL HAVE AT LCAST A TEMPORARY DIMING SURFACE AT THE END R EACH DAY. THE TEMPORARY SURFACE SMALL BE CONDO RED AS A SUBSIDIARY FEN Of WORK THE COST OF WHICH SHALL BE INCLUDED N THE PRICE BID IN THE PROANI FOR VARIOUS DID ITPIS, 3. CONTRACTOR SMALL VERIFY WN Ott PROECT MANMI7R NC LOCATION DF ALL ON OWNED PARKLAND ACDCESI AN AND ADJACENT TO THE PROJECT AND CTY OWNED LAND THAT IS MANTANED BY PARL ADDITIONALLY.NC CGNNAGTOR MAY NEED A "MATE AORIONEVT IN ORDER TO ACCESS CITY PARKLAND FOR STAID ANSI OIN CHOW CONTACT PARK PLAINER AT I7-SHX1-5784 TO VEINY N® FOR SEPARATE AORECMENT. CENCRAU 1. WO3N IT Ili M:OVINED THAt A CONACTDR WORK ON PRIVATE PNGRNTY WIHHN YIIUIY CASCOMM THE CONTRACTOR SHALL CONTACT THE PRDPLRTY OWNER NB HAIRS PRIOR TD COTRUCTOL ONCE M PIPE HAS BEM INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTOPATIN, SURFACE RESTORATION MUST BE COMPUTED TO THE OMATS SATISFACTION WNIN TEN (10) WDIKIHG DAYS. I'MIA2 10 MAINTAIN AND/OR COMPLETE SITE RL'TORATW, AS NOTED ADOVE MAY RESULT N DEFERMENT V FURTHER PIPE INSTALLATION ACTIVITIES 2. E OMMIt VERTICAL DEVOTED^ AND PIPE SCPCS SHOWN ON THE PLANS WERE OBTAINED FROM ACCORD DMWISS AND HAVE NOT BEEN HELD N£RInW. SWC PPGRNE :I WERE MJIYIED TO NATION STRVLI'CD MANINGLE FLOW UNES RN CLVAMONS. ROW LINES. AND H-ONTAL LOGTONS Or CWSYNG MANIOIES WERE DETERMINED FROM FIELD SURVEY. HONEVEH, F CONVICTS WN PAYING, ADDITIONAL FILL. GI 2CNI DRAINAGE NHE1DVVAU.2. INLET.. ORIDM PIERS CMOAAENWTS, MS WAN,^ RETAINING WALLS, ABOVE ONUxD STPUCTMES. lRANCWCE UTLITCDL ETC HAND BEEN IDENTIFIED. THE UTUTIC IN cPMFUCT SHALL RD LOCATED 0 POTHOLED USR NC VACUUW EXCAVATION MEVDO PSECTION 33 DS DD PRIOR TO COSNUCTON OF M MAIN, CONNAGTOR SHALL PROVIDC ALL POTHOLE DATA AND OVER DOCUM NTATeN OF THEDC MNFtJCt PLAN$, SHOP DMWNGS SURVEY DATA, ETC) 10 THE CITY NSPCCMR, WATER ENGwEEING. WA FIELD OPERATIONS. AS RUNS SRAM BE REVISED AND SUBNITTED FOR PCUIM BY THE ON IN CRDEN TO AVDO A CONVICT. S MAN IN ALL BOOSTING WATER AMC SEWER CONNECTIONS TO CUSTOMERS N WORKING DRIVER AT ALL TIMES. C%CBT FOR BRET N1pNUPTWS IN YANG[ TOR WAXEN AND SEWER SEANCES TO NE RONSTATLD. N S NO CASHALL $ERNCf"i BE ALLOWED TO RCMMN OUT OF SCRMCE MINI 4. FROM AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM N ACCODANCE WN OSHA REBUIREMENTS, CONFINED SPACES WALL INCLUDE MANMOC AND ALL OTHER CONFINED 'SPACES N ACCORDANCE WIN OSHA: FRUIT ROOMED FOR CONFINED SPACCS S ONLY ON PREBUAIBIED CONIRMTOPS BY APPNCPNUTE WATER 0CPART40M WEN CATEGORY, SHALL BE ALLOWED TO AMST VALVE BOXES. MANHOLE& LNG R COVERS, RE GENERAL NOTES (CONT) GENERAL NOTES (CONT) INLETS, MwNUM HORZONTAL SEPARATION FROM BUYER WALL GF MAI4 TO BUYER WALL or INLET CWIRACTW In RESPONSUIX FOR ALL TRENCH SAFETY, M CONTRACTOR CHAIL CONSTRUCT NC SHALL DE S FEET. MINIMUM 11OI2WTAL SEPARATION FROM WTCA WALL OF MAIN TO CUTER PROPOSED WORK UTI-SING A TRENCH SAFETY PLAN PREPARED BY A WCCNSCD PROFESSIONAL DIAMETER DRILL@ SHAFTS. AND WiCR WALL OF NEAOWALLS SHALL PC 10 ET. CHOICER IN THE STATE OF TEXAS, FOR THIS PROJECT. IN ACCONI WTI OSMA E VAYCN SAFETY STANDARDS MCMAL AND STATE REWIRONEN .. PER SECTION W 05 1O A TRENCH 21. UNLESS OTIERWSE NOTE ON THIS PUS, THE DATE VALVES SMALL BE INSTALLED TO LINE UP SAfCTY PUN S'TMALL BE SNDMITTED AT 1HC PRC-CWSTRUCTON MELTING. TIP. NOW ALSO WIN THE PROPERTY/kOW UNE INRWE A GROUND WATER CONTROL RAN IF CD C ITONS MEETING CRITERIA BURINDI IN SECTION 33 05 10 EST. 22. CONTRACTOR AND CITY DIEING OR SMALL CONTACT WATER FIELD ONIATTWS PRIOR TO ALL ITEMS BEND REOOVED M SALVAGED. CONTRACTOR 'SHALL PROMISE TIE OOGUMENTS To THL ALL EMBCOIENT AND MMFUL THAL. BE N ACCOROANR MN STECAICAINM M W IS. ON IN3KCYW FOR ALL ITEMS REMOVED µD SALVAGED TO WATER nELO OPERATIONS CONTRACTOR BULL PROVIDE THE NBEDMEIT/DACOTL DCNSITV TEST PUN WHICH DUNNED WAREHOUSE. CONTAIN AREHOUS SUPERVISOR AND OELNLR ALL SALVAGED NATIONALS TO THE TESTING NOTIFICATION, EREOVCNCY, TDSnNIn LAD, TEST METHODS TEST REDI FORMAT, CONTACT WAItUHDHNS LOCATED AT 1509 11TH/ AKE. FORT WDRTM TX 741C2 NFORMATON RE CONTRACTOR SHALL NOTIFY NE Ott INSPECTOR IN WRITING TO OBTAIN SAMPLES AND PMrCW STANDARD PROCTOR TEST IN ACCORGANUE WIN ASTN DID UPONCMMEN'MO COMMEN'MO OF BACKFit PLACEMENT, CONTRACTOR SMALL SCHEDULA DEMONSTRATOR OF GUNS AND METHODS TO OBTAIN THE RCONRCD DENSTCG, DEPTH OF LIFTS FW OACRFXL SHALL. SHANOT IXCCED 12-INCHES TEST TEST REPORTS SHALL DID WHIN POSTED INS HOURS, IURUDCS THE IWS TION OF IKE TRENCH ROTEXTUL FABRIC AND UTILITY MAKER TAPE IN ACCORDANCE WIN SECTION 33 05 26. ALL PAVWIOn REPAIR SBAµ, BE PER SCC70NS N O 17, 32 01 I& µD 12 Of 24. ALL NON-CMFORAIING WORK SMALL BE NCMOVED µ0 REPLAfm. R. EIDETIC U1I1T INFORMATION IS PROVIDED FOR NFORMATION ONLY. ALTHOUGH THIS DATA IS SSIIDWN AS ACCURATELY AS POCO3LE THE CONTRACTOR P CAUTIONED THAT THE Ott AND THE CNOINCCR NEITHER AS'OUMCS NOR IMPLIES µY RESPONSIBILITY FOR THE ACCURACY O' THE DATA. S. COSTING UTUTY CROSSINGS SHOWN ON THE PROFILE ME TRIM REFERENCE PLANS. µ0 FROM INFORMATION OOTANCD FROM THE UTILITY COMPANIES. IT SHALL OE VC CdITR/.CTOR: RCSPONISBUtt TO FIELD VERIFY THE HORIZONTAL AND VEITCAL LOCATIONS, OF THE EXISTING UTILITIES, WATER 1. PROVOC THRUST RESTRAINT BY MEANS OF RESVAWNG JOINT. AT FITXNGS AND CONCRCIE BLOCKING. WHEN SPECIFPLN.LY INDICATED ON THE CRAWINCS, PROMISE VI gCSIRNNT AT OLSIONATD JOINTS Kl'GND THEFRTNOL ME MOS ONALL BE CAPABLE CE MAST NLSTRANT (DEPENDENT OF THE ON ER SYSTEN. THE CONTRACTOR SHALL REEL TO CNIY STANDARD DETARA FM AREA REQUIRED TO INSTALL CONCRETE BLOCMNa 2. ALL BUCTLE IRON MECHANICAL MNT Fr nNGS SHALL OC RESTRAINED TO PIPE USING RCTANER CU DS 3_ PROPOSED WATER MANS SHALL XAVE A MINIMUM COVER OF R-INCHC COVER ABOVE THE TOP OF PPE UNLESS SHOWN ONMWSC ON THE DRAWINGS OR MTAIIS 4, ALL WA1CR SCRMC'S SHALL BE IRGTAUED ABOVE STORM SCWCNS, EXCEPT WHERE SOWN OTHERWISE N THE DRAWS& 5, ELEVATION ATIMMMEINT AT COHNECnWS MAY RE MADE WIN ]ENDS. OFFSETS, OP JOINT DCRCCYONL, JONT DCECII WALL NOT EXCEED "M PERCENT (.Sax) OF WASFAMUREA'S ROD DMMENpAIII. E. TCNNQNRY FmCLSARC PLUCS RCOORED FOR SCOUCNCNG O COAXTBGICTON AND TESVNC V PROPOSED WATER LNCS LH R CENSORED SUBSIDIARY TD THE WORK AND WILL BC INCLUDES IN NC PRIM BIO N THE PROFOSAL FOR VAROUS BID ITEMS. 7. 12-NCH 0-E1ER AND SMALLER WATER MAINS SHALL CE INSTALLED WHIN A MINIMUM COVER OF MI-INFNCS AND 18-NCH AND LARGER WATER MANS SHALL CC INSTALLED A MINIMUM CDVCR OF IB-INOMCS, MEASOFROM REO FM TOP OF SURFACE (EXISTING AND PROPOSEDWHERE SHOWN EXCEPT WHSHOWN OTHERWISE IN THESE PANS. & VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SDP ORAWN6 PROVIDED TOM ON INSPECTION TOP REVIEW PER SECTION 33 12 20. VAULTS ON BE INSTALLED ON ALL PAINS 10-INCH DIANEICR AND LARGER PER SSCTO S 33 12 CD, W Bf 1E. AND W 3D ow I. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT BEHIND THE BACK OF CURB (MANUM S FE) AND IN WC V THE PNGPCRTY/UOT UNES EXCEPT WHERE SHOWN NERWSL IN THESE POURS CONSTRUCTION µD SHOP MIT SUBMITTALS TO THE CITY INSPLLTCR PER SECTION W t2 40. I INSTALL CHLODNATON µD SµPUNG POINTS AT ZONATED LOCATOS PER 'SECTION W OV AM d NEST G . BEDS 11. CDRPORATW STyS SMALL BC 1F5110 FOR FRILL FLOW YAHEN W SYSIEN IS PgE81lE TESTED. CONSTRUCTION AND SDP DRAWNL SUBMITTALS. PER SCOTCH W 12 10. 12 ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER SECTION W IT 10 AND BACKFILLL9 WITH CLSM PER SECTION 03 N 13, UNLESS NOTED ONERWCE 13, CONTRACTOR $HALL PROVIDE PPE SHOP DRAWINGS IN ACCORDANCE WIN THE S'ECnCATONS. ORALM LSE SHOr DRAWINC:/LAY SOPEDU;C WINTER MAW. IO-INNIT DIANCTM µD LARDER. SGIEU AND SEALED BY A UMNSED PROFESSIONAL ENGINEER N TEXAS FOR DUCTILE NON PPE CONCREtE, AND STEM PIPE ARE REQUIRED SUBMITTALS. BEFORE START OF INSTRUCTION. ELEVATED ADJUSTMENT AT CONNECTIONS MAY BC MADE WTH BEIDS OPSSIS. OR JOINT DEFLECTIONS {FIT E AMPM PVC MINT DEFLECTIONS NOT To EXCEED COX OF THC MANUFACTURER'S RECOMMENDATIONS PER SECTION 33 It 12). RECPDICE DUCTIIE IRON. CONCREIE AND CI MIND PER SECTIONS 33 11 10. W 11 IS, ST It ILL, FOR THE CCFILCTION RCQUPCJDITS PRIOR TO SOMEDUUS THE PROJECT FNA, THE CONTRACTOR SHALL PROVIDE REOUNES. OUT SHEETS FINAL APPROVED PIPE SHOP DRAWINGS, ETC, PIPE REPORT SEWS' D SE REPORT PSEEMS 01 77 1µ 0t IR Do. AND W 0 31 TO THE Ott FOR RCNCW. REMSoxS. AND MAL ACCEPTANCE 14. ALL NW -STANDARD BENDS SHALL BE MADE BY USING M CLOSEST STANOAR0 NJ FIRINGS OR FITTINGS WITH THE REQUIRED JONT DElLCTONS. JOINT DEFLE-S AMID ASSOQATED SDP DRAWING SUBMITTALS. SHALL CC N ACCORDANCE WIN GCCYOWS W 11 10, 33 it 11, M 11 13, AND 33 II IA 1F. ALL COCTINC INCH WATER =MCC UNCS SHAL LL REPLACED WN I -INCH TYPE K COPPER sCRNM UNLS (M ATP BOB). WN 1-INW CORPoRAII N LOPS AND IF REQUIRED 1-NON TmPNC �•^^' a AND 1-IN % +FINCH REDUCER AT THE " INGH O R3 STOP AS DIRECTED BY THC NOMC[R SHOP ORAWNG SMALL INDICATE FLARED COPPER TURING AN NRCM ON DI PER -WA UPS AND SERVICE SADDLES SMALL BE DOUOLC STRAP PER SECYW 33 12 TO 17. ALL CXPSTINO WATER METERS SHALL BE RELDCATCO 3 FT BEHIND THE CURD OR AS OIREMU BY VC ENGINEER (SWITCH DS 12 10). JL THE CONTRACTOR SHALL INSTALL A 2-INCH TCMPWARY WATER SORNM MAIN PER SECTION 33 04 W. LARGE DCHCTC SERNRC (3-NCH Al0 IARGG) ND FRC LINES SULL REOUBK A URfER MAN FOR TEMPORARY WATER SERVOM DBINC COLS C110W 10. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL IOC DIE-14 PER SECTION M At I2. ALL ONCTILE IRON WATER MAINS SHALL BE POI.T WRAPPED PER SECTON M 11 10. 33 11 IT. CATHODIC PROTECTION STUDY IS KCOUIRr7D W ALL PIPES OVER THµ PVC, N ACCORDANCEWN THC RECOMMENDATIONS D FTHE (LANDING PROTECTION STUDY. VC DRAWINGS AND LAV TPEOnCARONS FOR,ODIG PROTECTED SHALL "MY. 20. ALL WATER MAINS SHALL HAVE TEMPORARY PLUCS PER SECTIONS 33 04 ALL 33 12 25 AND DGTAIL AT THE UD OF EACH WORN( DAY. DEFLECT WATER MARS AT JOINTS TO CLEAR CURS SANITARY SEWER 1• ONLY. NOTIFY CITY Or ANT OISCONLRED WEST CARY SCRIER SYSTEM ARC FOR SANITARY SEEDECONNECTIONS,TIF 2. THE CONTRACTOR SHALL BE UADLC FOR ALL DAMAGED M PROPERnC, MOTES, AND BASS[MEOr FROM BACKUP. WHICH MAY RESULT DURING TIME INSTALLATION O NEW PIPE ND/OR ADµDONMENT O' COSTING PIPE THE CONTRACTOR BELL BE ALLOWED M OPEN CLEAN OUTS x1HEAD AVAJ AD NC CMMACTOR WLL M RESPONMIG E FOR ALL CLCAV UP ASSOCIATED WONT OPENING CLEAN OUT.^. 1 FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT HANDLES PROVIDE A HYDQAJUC SIDE IN ACCORDANCE WITH NC DCTNLL. A THE PROPOSED SANITARY SCOUR LINES AT 11MO WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES AND STNUCTID¢B BOTH ADOW MD MEW GROUND. THE CONTRACTOR SMALL MAKE MCfGSARY PROVISIONS FOR THE nwI ORT AND PROTECTION Cr ALL UTUT' POLES, DAD MANS, TFLPHWE CARIES, SANITARY SEWER MANS, WATER MAINS, DRANACE PPCS UTLTY SERVCEES, AND ALL OTHER UTUTLS AND STRUCNRES PION ABOVE AND BELOW GROUND OUR]NL COSTRUCTIW. CON]RACTOR SHALL SUDMIT 'SHOP DRANONCTS AT THE CPC-CWS'TPUCTON MCCTMO PER 'SCION 01 33 00 FOR SUPPORT/PROTECT IN OF URIC DIAMETER WATER MANS ONCH AND U) AND SAMITARY SEWER "HIS ENOINO NCEAND WATER (I)FOR REVIEW w OLDS OPERATIOmm TOfANSTIUCROR NPICIN TOI.ATR THESE CAS IN ADPITOH. THE CONTRACtCR SHALL SUBMIT A CONTINGENCY PAN AND EN PLAN TO THE SAME PERSONNEL WHICH INCWOES ACCEPTABLE WE MATERIALS ON-SM FOR REPAIRS NE CWTRAGY IC LABILE FOR ALL D-CES TO CASTING WATER AND SANITARY SEWER MANS AS A RESULT OF THE CWNAC7WS OPONATCNS S. CONTRACTOR STALL CONDUCT A PRC-CONSTRUCTION IELEN9W INSP[CRIW (CLTVJ ar AIL EOGTMO SANITARY SWCR UNCS WIICR ARC TO O< ABANDONED q1 REHABILITATED WA TRENCHUC NEVI TO NERRY LDunDNS V ALL SMRARY SEWER SERNCc CONNECTIONS PRIOR TO CONSTRICTION OF THE ENTIRE PROJECT. FORMAT OF M CCTV MOEO. PLAN EXPECTS. AND REPORT GULL UE N ACCOR0ANR WN SSCTON M Ot W. PPORT SHAUL CLEARLY NERTFY MISTING SAMTAN SEWER LANMTEIAL NUMBER. MANNOdS, STATION NUMBER (FROM AND TO), STREET ADDRESS, PPE SAE, PIPE MATERIAL SERVICE LCMTONSA PIPE MATERIAL CHAN�L CFO. GOPIES OF THC CCTV NpTION LAYOUT, VIMKED UP RAND SNOW NC LIMTI�AM R[PWT SMALL BE PROI TO THC Ott INSPECTOK CITYRO.ECT MANAGER. %0NC IN0 AND WATER FIELD CPERATIWS AS iHC C".,r,u JLE SHAL ALLOW FOR A REVIEW YME of 2 WCCK. B. CONTRACTOR SHALL ENSURE THAT ALL INCOME SERVICES CAN BE RCCWNCRED AND/OR RENUTCB TO THE NEW SANITARY SEWER MANAAMAL PER SID"ON M 31 50. CONTACTOR SMALL HOMY THE CITY INSPECTOR, CITY PROJECT MANAGER. WATER ENGINEERING. AND WATER FIELD DPERATONS O ANY POTENTIAL CWNKPL PRMR TO CWSTRUCnow. SO MOOnCAnONS TO VE PLANS Cµ BE MADE IF NECESSARY. NOT A SEPARATE PAY ITEM, AS NIS WORK SMALL DE SUBSIDIARY TO VC PRE -CONSTRUCTED TELMSION INSPECTION OF SANITARY SEWER LNCS 7. CONTRACTOR SMALL BYPASS PUMP SEWAGE AROUND»SECTION OF PPE POOR TO BEING REPLACED W REHABUTAIW PCR SLAW ]] OS 10. NOT •MATE 1ELINES PAY IN FOR IS -INCH OAWETER AND SMAL2N. PAYMENT SALT. BE INCIDENTAL IT THE RCPUCCANT OF SCY.LR. B. NEW MANHOLES SHALL BE CDNSVd= SUCH THAT VC MANNCLE COVER IS AT FINISHED SNRFACC CRAOC, BU AS NOTCO W THE PLANS CONCRETE COLLARS PDA SEOCTCATW 33 OS 13 µ) DETAIL SHALL BE INSTALLED WIN ALL NEW MARNI (INCLLOING MANNOLM OUISOE OF PAVEMENT AND/OR ON EASEMENTS), AS REWIRED FOR THIS PROSCT. CONCRETE COLLARS MINIFIED IN NC nCLD VAT ARE NOT IN COMPLIANCE WN M 'XL1nCATONS AND BE - LE INCONCCT COIGIIN= AD S1EE- PENFWRIHCN� SHALL BE REMOVED AND AT THC lAR VCONTRACTORS E10'EISE. 0. SANITARY SEWER OERNtCp LARGER NAN 5-INCH DAMETER SMALL CCNNELT TO A MAMIOL FOR ALL SANITARY SEEDER SKACE CONNECTIONS ATM MANHOLE. CONTRACTOR SMALL PROVIDE A HYDRAULIC SICE IN ACCORDANCE MN SECTION u 30 M AND STANDARD OETAL IM SANITARY DOWER MANHOLES CALLED OUT FOR INTERIOR CORI PROMISOR SHALL CONFORM TO SECTION 33 30 SO UNION SYSTEM FOR SANITARY SEWER SMMIUS. N5 SHALL INCLUDE MANHOLE DO MANS WN 11. 3S OR GREATER GRADE ALL DROP MANNCLES SIPHONS. UNLTIW STRUCNRC ON URGE COLLECTOR MAINS 13-NCM BANISTER AND LAMR, AND OTHER MANHOLES WIPORC TURBUIDIM 5 AN ISO. NC 12 DGM WAGES. NEAR rMIDEENo' OR OTHER NTROL IS ACCUIRM FOR ALL MICAS IN ON ON AREAS. NC CASS AS ORERMINEO BY THE ON MANS tN I5-CH WAMCIER AND LARGER. OF 11jIt tp •CARE 11.• EFA1l�' P. C Ievl n mDorlAR I Pon I I I KEmley* Horn FNiti1P,WRWr�R� A]Rv RFNwwHH ® ®2924 Togas Doportmonf of TrGnspartn(ron 1-30 WATER & SANITARY SEWER RELOCATIONS GENERAL NOTES II TPn.a' a G iYE TILL[ AH'RN OOY Flr I TAIRRWT �„ I '1989 Docuslgn Envclopc ID: F834E3E3-FSAS-4F47-8202-8BZA8E880038 GENERAL NOTES (CONT) Dnrr6N _. TRAFTTC SITNAL•: 1. PRIOR TO ACTIVATING TRAFFIC SIGNAL' VF N NEW OR RCWSED St AI- TIMtNC, ME CONTRACTOR EEIIALL C-MNL AEE RNIMM. CNOINMRINO MANAOCR, AT ASIZRAMRAHTORTYORnITCCAO.tlOV AT LEAST NREC (3) WEARS IN ADVANCE TO SCNI MAT. 2. E NEW OAOINETS AND CONIROLLfItc ARE Dowo INSTALLED AND MC CONROLERC mrrD TO DC PROGRAMMED AND TESTED BY CITY FORCES: ME CONTRACTOR: SHALL XU" TEN M NNE CITY OF FORT WORM SIGNAL SHOR AT 3001 AMES ATE, AT LEAST NAM (S) WEEKS IN ADVANCE TO U2 01RE THAT. IF A GELLLLAR MODEM IS BOND 1N4^TALLED, MC CONTRACTOR SINAUL ALSO DELVER ME MODEM WITH TNf CARLNCT TO ME CITY OF FORT WORM SO/AL SHOP SO NO MWEM CAN Be ACTIVATEO PROR TO INSTALLATION. 2, UNI MICRO IS A OOJPOLNO MACON NM APPRWAL BY NO TRAMC SONAL CNONCIORNO MOUP, A NEW TRAFFIC SIGNAL WLL BE PUT ON FIRTH ON MUNSDAYS AND WORKING M ORS ME FOUI TINESOAY, 4. :-MMO FROM QD RI SIGNAL 10 A NEW GN4 T60 SMALL BE DONE OCHER TIDAY .w0 THURSDAYS ONLY. S. NOTR'I RATIC MANAGEMENT WMCN Ia17-0U2-7/3O) PRO CCT ACIMMI NTATNC AT LCA-1 2A-HWPS IN ADVANCE OF ALL COMCNM POUMPI NSPECfOR MUST BE P O,ff WHOM CDNQtL1E C RACED ON ME PROJECT SITE 6. IF APPLICABLE. COUIPMENT DUPPUM BY THE ON WLL DC AVNUOE FOR PICK UP FROM ME TRANSPORTATON/PUBLIC WORKS (T/PW) WARENCUSE AT =1 JAMES ANENUC ME PROJECT R[POC2SNTARVC MVSf 'WORKS ALL MUIPMCNT PICKUPS. 7. CONIRACTOR SHALL PRONG[ A D-YEAR NANUFACIUgR WARRANTY ON APS SY.TGIS. THE WARRANTY DOE MCFTATION ON— I.— TLC START CAM (NA. MAYE AL, C muADR<D TD JOB SITC) AND ME END DATE OF THE WARRANTY AND THE SCRLAL NUMBER Or THE MUV IFHT. B. HNC CITY MLL NOT PAI—C TRAFFIC SION& CABINET OR TRAFFIC SIGNAL CONTROLLER W MC ccwRACMm MC COST TOR MCC ITEMS COST DC INCLUDED IN TNL CITY PRILMY OUOOCT, OR FOR ALL III FuNKD PROJEC y MC COST MUST BE INCLUDED IN ME NO PACKAGE FOR PLTONASC FROM ME VEJODR, Q. MC CONTRACTOR SH PROMC ALL MATERIALS NCCDCO TO CONSTRUCT A FULLY GPOIATIOMMAL TRAFFIC SIGNAL AS CALLED BUT FOR IN ME PLANS AND SPECQIGTKMG. 10. ALL paSTINO SIGNAL EQUIPMENT SMALL MANN N PLACE ARC GCCRAINC UNTIL. NEW MUPMEHF IS N PUGE AND AFAOY ro OPEtATC 11. ME CONTRACTOR SHALL CONTACT ADRIAN OLMN, TRW DNPERINTADENT. AT 617-DO2-TV9 DR ADRIANALCUINP'OTWORMTER-CCV AT LEAST ONL I WEEK IN ADVANCE OF ANY clyOSAL CF MATERIAL M COCROMTE ANY MATERIAL AT ME C Y MAY NEED SALVAGED. ME MAIM TOR IS RESPONSIBLE FOR HAULING AND PROPEALl OCPOSAO OF SALVAGED MATERIAL LRCM ME J06 SIC TO A DISPOSAL SILL OF MEN CIOCENC MC CONTRACTOR MLL NOT OC MEOWED TO ORW IMF SALVACYD MATERALS AT MC ON YARDS UNLESS OMCRWSC DIRECTED BY TRW SUPERINTENDENT FOR ME SPECIFIED MATERIAL ONLY. TRAFFIC COMI 1. ME CONTRACTOR SHALL SUBMIT A WORK SCHEDULE, TRAFFIC CONTROL PLAN, AN ACQUIRE A S[RLET-UCC PERMIT FROM TAW DEPARTMENT, AT 200 TMAS SRQT. CONTACT OIUCK MCSLAC (817-SOS-7210). Z MC COR NACTOR SMALL BE RCPCN^JBLC FOR MC SAFETY OF P EETAMS AND MOTORISTS N MC AREA Or ME TRAInC SCNAL CONSTRICTION SIT- O. RQUIS AND SREETS 'MALL DC KEPT OPEN TO TRAFFIC AT ALL TINES. CONTRACTOR SMALL ARRANGE CO I TRUCYON SO A: TO m2 ONLY ONC LANE OF A ROADVIAY AT A TIME 4, ALL CONSTRUCTION OPERATIONS SMALL BE CONDUCTW TO PROMS A— INTERFERENCE TO TRAFFIC ALL TRAFFIC SIGNAL EQUIPMENT INSTALLATIONS SHALL BE ARRAMOED SO AS TO PERMIT CONTFNOUS UMMEAT Or RAMC N ALL CPCCTIONS AT ALL 1MC S, E-NACTOR SMALL. OIL MLSPON4111.1, IOR ANY SILNACE NLMS!iARY DUNINC CONSTPU IION. 6. LMLC^ OMERWTZ MOM. IT IS THE CONTRACTORS RCPm ILIiY TO ENSURE MAT SCNAL MEN ATOMS AND TIMING ARE ADKJGTED AND MAINTAINED M ENSURE SAFETY N WORK 2WF AT ALL TMC 7. ANY RNTC SIGNAL MCOBYATIONS DURING CWTNCTION AM SUMOVAN TO TRAn1C CONTROL PUN (TOP) PAY ITEM. B. ANY TALI V Al- IAMMATONS SW DC IN COMPLIANCE WIN THE AM57 TORSION OF MC TExAS MANUAL ON UWEORM 1RAI IC CONTROL MY= (IMVM) AND ME ON W TORT WONIN 6TANDARDs. 0. ME CONTRACTOR WU sURMII ANY PROPOSED TRAFFIC SIGNAL MODIFICATIONS 70 MC RAEIC SIGNAL ENONEERINC SECTION FOR NEW APPROVAL TEN (10) DAYS PRIOR TO ANY CHAMOIS 1O MO -WAY TRAFFIC MUST BE WINTANCO AT ALL TMM ONC LANE Or TRAFFIC MIND CID4STRUMAJOR SSTR�ERS ONLY, LANLESS CNIBINASE DRrtWIN lrb BYATHE DICNCEA, MLL 11 ACCLPTAtlLL ON SHUTDOWN & SEQUENCING COME IAu 1, MOTTFY THE CITY OF — WORTH (CITY) NGPECTEt, ENONEEH. M) FORT WORM WATER DCPARMENT (.ANN KASANCM: 317-N2-DI TWO (2) WEC O PRIOR TO COMMCNCING WORK To SCXEDIAE A SEQUENONO COORDINATION MELTIHO. Z CONTRACTOR III .TANG PERMANENT CA:CNCN>~ TEMPORARY CA2EMENiS AND RIGHT-OF-WAY PRIOR M STARTING CONSINUGTION, Z CONRAC"It MAY BE REWIRED 10 USE TEMPORARY Puu,z FOR SEQUEMCNO Or CONSTRUCTION ANB TESTING OF PROPOSED WATER LINOS. TEMPORARY PLUG^ SHALL GC CONODIED SIASIDIARY TO THE VARIOUS ITEMS RID. a CONTRACTOR SHALL CC RGPONSIBLC FOR COCRDINAIING MC APPROPRIATE NUMBER OF CROWS (WTLDDRt, EKOAVAMRS, FLAOMCN, ETC REQUIRED TO PERFORM C0MNCCTCMS TO MC EOSTND MANS. CONTRACTOR SHALL MA CREW: AVAIII 24 HOURS A DAY 10 COMPLETE ME NROPOMD CONNECTIONS AND RESTORE ME SERNCE • THE CONTRACTOR SMALL BE REODA NSIRE FDA FOLLOWING ME GENERAL INTENT OF 1K SCOUENCNG AD SAWN N THESE P4 - MC GEQUEMO IC IS NOT AN ALL NCWGIVE LIMIT OF ME ITEMS MAY MLL DE RCOIIIRED M COMPI.RE IRE WORK. NZ CONTRACOR SHALL FOLLOW ME ONOER OF ME SLDUCMCINO AS STATED N ME PUNS ME INTENT OF THE SEQUENCING IS 10 MANTAIN WATER SERNCE IN M CRSTINC TR N'.A4'SION SYSTEM, ME CONTRACTOR MAY Ux MULTIPLE CkcY.. TO ACCCMPL MC WORK, MC CONTRACTOR '.TIALL SUBMIT A YTITTEN PLAN TO USE MULTIPLE CREIYS AND ANY CHANGE MADE TO TIE SEQUENCING ME ON SHALL NAVE SOE AUTHORITY TO DCTC UlNE IF ME INTENT OF ME SCOUDICNG AND TRAFT O CONTROL ARC MAINTAINED S AFTER 1D yFCiY MON SECTION ST 12 2S FOt 91—nA RFgUWFv[NT,. & CONTRACTOR SMALL FIELD VERIFY LOCAT N OF ALL WATER LINES, SANITARY SENIOR LINES WAIF Mcrw, .-A— AND ON" APPURIELANC6 PRIOR 1D CONSTRUCTION, 7. CONTRACTOR SMALL PNAADC 2 WEEK, 46 NOUR AMC 24 HOAR NOTICE TO ALL AFFECTED PROPERTY OAINORD PRIOR TO BECOMING ANY CONSTRUCTION AOJACEIT A MC AFTCCTCO PAQPwnEG. O. IN GENERAL MC-cQUENC E OF CONSTRUCTION SMALL OCCUR AS Fa— B.I. INSTALL B• WATER LNC C. B.Z INSTALL B• WATER LAE B. a6. INSTALL 24• WATER LINE A 17. CONTACT ME WATER DEPARTMENT 2 WEEKS PRIOR AND 46 MURS PRIOR TO SMU IL &O, PLACE OUIKRIP AND MCDONALDS ON TEMPORARY SCRNCE, &C WUT DOWN CIOSTNC ID• WATER MAIN (NORM) AND OUSTING 16' WATER MAIN ('AUNT(). PERFOM WN TC-INS GONGMRANTLY (MINIMUM TWO, GRCm REWIRED). R10, RELICK TEMPORARY SLRNCC. &11. INSTAL FINE MDRANT ON FIRST CIAPEL DR &1Z RATER LINE ARANOONMd1S &ta —TY ADJUSTMENTS. B.14. SO4EDULC FINAL WALK MRWCM WIN CITY OF FORT WORM OCONTRACTOR SHALL FIELD VERITY LOGTION OF ALL WATER UNM SANITARY ;EWER LINES, WATTR MCTERS. MANMOES AND OTHER APPURTENANCES PRIOR TO CONSTRUCTION. ID. CONMACTOR 91ALL PRONOE 2 WEEK, 411 HOUR ANO 24 HI NOTICE TO ALL AFFFICTE0 PROPORTY OWNERS PRIOR TO BEONMINC MY CONSRUCTION AWACENT TO ME AFFECTED PAOPEITG �xWL'AT,l, 4 p OF • } ��j RL T•UETli' ••..... 87883 .......... Ilav T OOPIPTCN Inl[ I I I Kim{ey)))Horn .ma -Ara M.nrlm F., W.w ncnm m,.Nwn ® ID2024 Toxas Doportmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS GENERAL NOTES III 6 LSFF TITTLE SNECl1 IDQ TEKA: FTW iMRNNT I 199E 771 I 2N Docucign Envi lope ID: F834E3E3-FSA&4F47.9202-SB2ABEBBaC3B ioo 2oE SCALE IN FEET LEGEND — oo. a _TR uw[ Dd oosvrm GATE vALY 7 Exisnuo rK Nvoxurr A.1 —.o isounaw vA vE It I vnrmtnv at V samer ar - / R C auww aoao •— �I MATCHLINE - SEE RIGHT MATCH LINE -SEE LEFT r.3— - li A.4 6 ' 5 ✓ tA5 r ✓ C.1 �' �f' sounrv¢w sT A.11 I A. 2 L A.13 B.4 g A. B 2 Ave AYARtt11S LM r � � � aAva aiewcs TRAL awe Boa on I CHAoa a TRAIL ra,APa "'Gr aR J I$ iI LL % ��CARL �••�EZEE :••� / 87683 I Kimley* Horn ® 02=4 Texas Dopartmont of Tronsportation I-30 WATER & SANITARY SEWER RELOCATIONS ISOLAT ONI VALVE LOCATION MAP �.00.. < I e..... s MEE nnr Z TI iC%Ai FTW TARR- 799'I I I idea al 21. Docuslgn Envelope ID: F834E3E3-F5A8.4F47.9202-BB2A9E880C3B 0 w m $ / 6 004� / $ ly � gO �y+0' \C�� muTMNCW :r r m d A u+ 3 ?fI `I�Ira S 1 I f I � r s i Is I $ ra rs�� ra CHAPEL ROCR DR • � s.a sa�1— n.a ffi o rc0 200 SCALL N rUt �ll�r+/nhm' r ...... c�a'oEi@c � .. _..... 87885 ........� I� e+' I oaorRw I wrz I Kimley»)Horn of o-.r a u. n M•r:: x�.0 x r.s ana.�n OZa24 Texas Dopadmont of 7ronsportotion 1-30 WATER & SANITARY SEWER RELOCATIONS EXISTING SEW ARL INE LOCATION I �a rsr�T�r�cr� • uo~ I TENn` FTW TARRWI �+ •� 1992 I io¢e of -w Docusipn Envelope ID: F834E3E3-FSAB-4F47.9202.9B2ASE080C39 ATIANOw: y"` AND RCL1"V I NAME NOR—C CAT.TING b0mPDON RECIN 20' 11t AOANDONN[NT IN PLACE Q 6050D75.SA 3i)sIO]&1 IN_ (+ SO' WL ADANoONMEN, PLLc - MY- 0x At 'loco, O p0 20' Y.L ABANDONN[M IN PLA 605DS]OSl 2^..7]Ia2.01 16' WL ABANOONNEYT IN vPLAGi Iccu R[UOK 16' VALK END +a' WL ABANDONMENT IN PUCE 2O a050z4].z0 zSTal61a6 INSTALL 1 +a W. AOMIDON T Pwo OCTAIL M. 41 14-0007 O 6O]OeaT.z1 22]]I41I7 -_WT FILL AND ABANDON e' M.OW DFr LK N WNIXE O 605ONa_OS zx7]x2].16 "EVE 9' DAm VALK OOCIN a' WL ABANOONN[NT IN PLACE CND a,t+l MANoONMENT IN 114 OO OA1T520.a0 ]27]412.e1 ��w' 1) r NL IDNNOOMNENT vwG DETA . 02 41 1-DOD7 60507%.M 2z73z51.401 BEDN 20' W. REMOVAL 6 YO50505.57 =75nL45 END 20' WL RONOYA& l A£ MPC AOANDONUONTS AND ACNOYAW NAME L" OF9CAIPTON eCGIN ENO y I Q 1]5 k CADENT flLL AND AOANDW 20' YR. co Q Cj ORDUT FILL x0• WL 175 ! REMOVE 20- WL AS PART or ]O O ROADWAY fLNSiRU01fON I © ]a0 S GNO+T NLL ML ABA"coN zr NL ! S FH C 1 0 1 DO i I GR= ELL AMO ADANDON 1r W. 2 ] +❑ I tl2 s I CROUT FILL AND ABANDON r m e 6 010 SO° 0 5D 100 I SCALE IN rZET LEGEND GROUT FRL ANTIAOANDON --G99G.Cj. REMOVE (APPROWATQ • EASONo WATER UNC wF.A.P+ EX"NC AIR RCLZAS VALK yN FYISTINO CATE VALVE q CR6nNC BLOW OFF ME TAO{L: /TNs swm FOR DGCRP 87585 �P. L: IRE Irt l LaaerTw urz I I I IKimley»> Horn Fa O�rY NIA IA. +L4Ar sq wn rwTA>A RRwwR ® 4'1202f Texas OopC]rtmont or TransporteVan I-30 WATER & SANITARY SEWER RELOCATIONS EXISTING WATER LINE TO 9E ABAj xE 1 B (SR 1RL[ SX!fT) 60, TC%A: FTW I TAMMNT ww I 1993 1oaN .�Id I zts Docu.lgn Envelope ID; F334E3E3•F3A&4F47-B202.882AOE880C38 V 1, I a I II I I I SGu.E N F[[T sr I � A C r op =nWIEW Sr ''4 GR `\ \ 171 30,��L T..OEZEE ; \.~ j I lav m oml.ro.wre ---/IisT.rpWO. DII--D I I i Ijy' Kimley»> Horn 02024 Toxas Dcpsrimon! ofTronspoRa[ion 1-30 WATER & SANITARY SEWER RELOCATIONS �:—0 5 ; PROPOSED WATER LINE sr auaa� �l LOCATION MAP II�I1'!I .-"t I 11 1I1Ij Ill r I 6 I I= TITL[ SI-M F�Trw Twi.N/T WD 19.M 1994 lD68 DI 21+ Docuslgn Envelope ID: F834E3E3-FSAB-4F47.9202-BB2ASES86C3B 0 +D 80 SCALE IN FEET r mo. 'iomnaalktib Hsu. icn-w�o.�iw,n r nos non / P Qt saureo PROPOSED TEMPORARY CONSTRUCTION EASEMENTS .8`76855 X jen v. � oocwrruw I ove Kimley»)Horn / .a a.,rau. n+r wa wn r,.wawv wa..e ® 02824 / 7oxas DoparDnonf of 7ronsportation SOUTHVIEW ST I 1-30 WATER III SANITARY 905 \ SEWER RELOCATIONS CONSTRUCTION TEMPORARY TYMAP 6 is[[ inL[ wSCT, LTD I T[1tw: fTW TMR.WT I smw ..� 11995 1 toes 0, 114 I Docuslgn Enm lope ID: F834E3E3.FSAS.4F47-8202-882AOE880038 Md-311 FROM TO bat aaa' TaNaal 60a4 005 W. E00r 4000 as we loft Gal.,W3 W14 -6 6014 9017 ape aR0 ea.p a311 a312 -o- -24 1025 "M 00--1 a° 6 1a20 N" M" AWWA 24'OF L 20' 3,«I Co-- AWWA 20 20"OIP CancrWs 10'0IP aa' Tunnsl - GreL Cann. Cmn. SNER C200 WNx, AWWA C2a AWWA Walar, Wsesr, ]4' 4'PVC p'PVC r11reR 3kPR 24' ta'.24' 6'-0'p Q'en, v'OIP EkC.i 6me 6^ a' 6' LT Wtr W[! Canto Canba. MNe Ur Nr at,uclun b 10 to eE3CRIPlIDN NO. FROM TO IRe CL IRO CL Wa,x C3O Ga Wxsr Wxar CO3 C°01 Cr l' Wxsr W4la, .. RWe Ry Wxer, Wxer W,xw. WM, EM& rh Cone. Plpe, PI,P, SuppM SNPpon VxvP Geld Gxe Pressan IWlrq. Fmingi Valve Ve Ne Adpuet ban. Cilx. Co . 3TU BTU Rpe, C59 SecM011 RW.C' Rpv'C33 Qseknp Rvckfl0 GrtNr Rpe, CSB O1ha CSS CS3 HF4c CWkT GC Cob 6TA 03TA If Valva VINP Rug w1 .rf aseam Assam (10'V.- 2r ,a' 4 I- Waler Wxx Wxa Oeckta IR«1r.l S-WM ascMtl IRexr. IRnlr. Rq BeckWl JeMP) Jdxal TNn Oyer' 8ack11l emkNl Ne#III BeclQlll 2•m r+p0 Vaud Raetf. ReaV. to, Mad ror S VeuRj /41n Meln Mx. IRa.n. JokAe JdMal IF—"'.) IR«1T. JONta I IRn,1' Cul Wxm Wxer CSJ 10Yam0TJ1 ) LF Jokrtet JtlMPI IF V V V L' L G G G G EA G TON TON I G G G EA G G G G —II- UIItty ftP _ low mi. 9 W I WLA lgo =.To lYJ I 20 1 53 1� 9 I 350 I I I T 1 I I I I I I I I I wLA WLC 7001 I .,a901M ...SOR6 ... 77t, ....9as _._..._.____._____ ,2'1 I .. .. � tS I _II1—I'—_�T T I 5E I "k_77 1 11 1 I I SA I I t �II 2 t I I I, I 1J 1 ypEmt.l '(d(; L 0 20D! � g7ji,3 Ra.10-1III-- 31"J.34 34.1+34 I I I 1 I 1 1 I 7 T I 7 I 1 I 1 I 1 I I I I �t 1 1 I —1 I PROJECT 70TAL 260 I So tl I eSa 414 I 34a 1 SS I 1 , 1 3 4 t l , I ! 1 1 i 2 I 3 I 1 a 1 I S f WATER rnoM To rpm nm 77�q TSm nm nm nm nQgg� T]aa nm ram ram p,ao ptu ptu p,w .1w o10 6m0 a4a p4o2 aaa apaa ow vsva papa 'w o,xn am, 1 COSa Fmt del Lpm 0054 eaC FAT et3a ame Lola e0H fp4] aaa -1 aoie am, eam eat ear NO -1 ®]a =4 Wta ama Oaa _ apaB sop, Csnxr CELL "' TR[NC S10000 Abn. PORN, aROC'.T TCMv ttMP SODCG[A SNLR mm -12' A1,an Po.n. Cana EepM. umbn FOR POR CIRi CNTL N CONST. OONST CROaN CONC 0C3CRYTION NC. FROM TO W In R 0p"W Wxn wx. w.,e. tC T M«M4 T.mP. 4k C_. "AL.M,W Canlx AND 3EEO MLCH MLCN NO ROT pST QSGVA OR8 .ORS SQOMT SWMT COHT O M OVRBa CONC ma CL I0a CL AMNInt Wxx Wxx lo' aw Wxx Irae CA . Sa«7 C, IUCNO URD(PERSCCO SEE. raT wiR coma As" I" T Ob DIC CONE LOOS CONT C11TTC11 SInI IT, STU STA Crpvlmp w ' Aor�t — Off Svn TOPSOIL NReA10 rN_ A fENCE EMN i EME RS 14'7 Lna Pup Pupk Ilup VW. v.M Vxve) abn ONSIw Aa°"e IV) {QPTI NWR(C�t I'AtAlsO'►AMNO ATM RY tt RMSTAW (REMOVQI MI (REMOVQ) RY 10 CL I CY V G U CR W !r G lA G O Y RIA >ry A SY S7 TON ae,a N SV V SY LY V V V V V !Y I o�r.l I - p+�0,l pt4u , _Ua4'ApMW. IgW Wt+aa n I/ 1 1 t t 7 t WLA IgO OOheF �Lr ' .I._ I 1 I I 4303 -4M7 279 1 nm 02" ,931 3m ,M I 2e0 8 I wlA Iggg iONOT 1a _ WLA SOOt--00.^NO--901�JT i ]0 b 13 17 0.�(n: L0 311 -Ib .Ta 20 _ _ -. YA._Q_._30W-_ W0.10_ "cap0 _914.as I 1,— 11 ~SS 3.! LLW1 44 341 1POPOII I ' I m QD jm�g ma no I 19 110 IROJSCT TOTAL Ta WI I , , , , , I , I , , 3 , , 14Yr 4au a94 2T4 LSRlfelyyl .g. SL, AS p I p 1s„ 1 ,.Sip I SN I 34f 443 H KMew))Horn SANITARY SEWER FROM TO 1 7353 7353 7353 1 Gm 6023 6044 1 DESCRIPTION SHEET FROM TO Manhole Manhola NO. Adj., Co-, (M.Jor Wf C011af Vac. STA) STA) TAJ TAj Cover 7osting CSJ 106l0010211 1 EA EA EA 1 UtuRV AdJu3L 11 2007 880+91 RE8+96 1 2 2 PRUJECT TOTAL 1 2 2 2 ® 02024 Texas Departmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS QUANTITY SUMMARY OWJlI e 1 es6r mkE earn tm� TaA: I rrw Tunxn ole. .. 1998 leas pI 2M Docuslgn Envelope ID: F834E3E3-FSA8.4F47-0202.8B2A9E880C3B �1 r 1T-' L:AT'r ME A SEA: i'i '5 � 1RL-blAPEL CL SfA IM3Y-A -LN LT II ` b TAW 1-24• CAT[ VALVE AND VALLT w 2D" w 2r w 2V' w— CDNNDT To aoslxD lm 23^ w 2r w 2V ulsxr nEANxD PID. — w �iit w eml"00=75I- 19+00 I' +r WALK ME A SEA 1r]D14aµ-J r — — r' Y 0.-aNr6 CL SEA: t6f723q MT . — CHAPEL OW ELVD CL 1-IE' NDI BD tlH r RT N: EEED363.36 G 22731n1 wAl" WE A Srx IINLIS -J m-atoa. d TA: 164EE.7E. a. RT x ALL: 1-21r C Rm11Cat 1 N. E9E0E6a22-- - t 2113111 wAL lIN[A W':1416.1E EErGl1APa. CL STA: T6f36,64 -1.21 LT �— 6 TAW - N DODWOo ll LT ` — - .• 3 �� C 2276 . I 6 y i e I 6 I NCDONAtnS II` DISTING E uNc ro eASANoa+m 0 YMTLINE A ?A 1 CL - - — ' `i-a41•CL a 3TA341 12Az 2. &E,1*10 RT sm 21• WATR CMRIai PTPE ✓� $1 W TYNKL IINR P m PIPE _ 6T MR THAN tsd CIIT m W E- RC•DIDS 107. 106 _—-EgSI1ND + EE0629.1R B'1(4' C 2273181.11 z LL, -3+0� 0 U I I - I I<� 1 PRCPC= 24 WATER LINE A `aOR a wATR ME A TEA, 2+3 - BL-ofKpm CL 4TA: 15M K - w LT D AIL- 1-= wmm am 3N-21,3• LT - C 62AS1MA4 WAR Uwe A :V. 2f6R61 1.r DL-fNARCL S Wk.64E6 1"m aRT � _ APPRCK �\ D2N61RL'CT 2C xA. .naDN3 SNMT L .T�- [p51NG QIY RDw' 1-2 NDRR MD tl =T RT a63T610 um Rm 2- m=4• TEE 1� CDI®D AIR VALK AELIRLY AND VAULT N: 227513131110036 I E: Sti DUIN TRIP 0 20 40 SCALE IN FEET aF10/AL'R:E4 �tlr•..� �I�I . �yApl• ,• �i ....».B.7L�68�5 ......- yt� �Rd IRY A) EfdCI1lITIDN GAT[ I R Imlx nca-mxa I I Kimley»)Horn a a..r y. u.R6r+oA�w.nnf.a lsuwn 1w r E+r ® 02324 TOYas Department al Trr7nsportotion 1-30 WATER & SANITARY SEWER RELOCATIONS PROPOSED WATER LINE A BEGIN TO STA 3450 I NCR .�...w •.+ I e I Y Iso I %x: I rlw T.muuT I I ..... I A. 11997 i ioln D1 21A 1 Docudgn Envrlopo 10: F834E3E3-F5AB-4F47-9202-SR2A9E880C3B 790 780 770 i 760 750 740 730 / g 720 710 700 a 695 ISTING 2 ' F-432 PRE -STRESSED 9NCR NDY.. e PIPE X-9432) 7P=784.6 N zz A' Y�z'Q�o III a�N 0 argN� j� 0 Izo, y J N 160.X ARTD21AL PAVVEE�EENT REPAP 51.5 BY TH CSS BA C FILL RE•DfI03.D521 I �I Oggp_ITN� �X35RC8 nNC EXI5TIN GROUND uT-2'-UF1 I nowr 24. O -0.10% I I PPROX' DIM SIONS I I OF ACKING I I SHAFT Lo ao +8N Iw~ zW (�w- / I r LiQw INN / I I I 24' O.,D%� J q a on bm iyta m a !V NN Yf ahN'R II a~�O II 2+00 {+V�m G a a� 0 o� > �a pENpp q � rp O +,'9OWN d ,pyyFhw 11 NaTd lJi 2+50 o_ ego V' yJj�^ Cf?=Z�p Oni • Z K ,G i t`bn =�E A 3+DO 790 780 770 760 750 NEW 0 ?0 a0 PERT 0 `S 10 SCALE IN MET 740t11�1+'"` .. �.._ 1171181 ....... 730<1' � IRv R I eoae.ow ur[ I ■ >� z -vxvs� I la 720 Kimley»> Horn O,OwrRwM1u.>u6 nn ww, l%ftl F,YM1 1Mrw ® 02024 710 ,t.DoportmontolTmnsportation 1-30 WATER & SANITARY SEWER RELOCATIONS PROPOSED WATER LINE A BEGIN TO STA 3.50 (PROFILE) 700 695 e,. � cs�c Trtu cw�rn .uc., Ta s rTw TM. 3+50 I ,oca m� 2u i Docusigo Envr'opc ID: FB34E3E3-F5AS•4F47-9202-SB2A9ESSO03B 6+00 PROPOSED 24' WA7FR LINE A 0 23 40 SCAS IN f[Cl .i i'. �CML T. OEZEE `• ............. ......../ —x I R 121a wc•a-mu I Kimley>>> Horn col an t W R Rr� M'r ilt 1�R w,OMI ® 02024 Toxos Dopartmonf of Transporfafion 1-30 WATER & SANITARY SEWER RELOCATIONS PROPOSED WATER LINE A STA 3.50 TO 7.00 rr 1-1. T�T"L [ sr.Rs. H_[a .m... I c sen uo TCMA: [ TM1VRMVT 11 1 1999 -m m 1 24 1 Doeual8n Envrlopo ID: F834E3E3-F5A8.4F47-9202-832A9E88003B 790 780 770 760 750 740 a 730 720 710 700 350V BY OTHER THAN OP�N CUT I EXISflNG 1,7 ~ ~ BOX CUL - - - fill III r- I 1'� EXISi1N,. BRIDGE.ER J w m I ELEV..7 50 f I o g = 1 ExlsnNc I f!G LLI _w I PI RIDGE I I = = ELEV.-750. _ w u�i EXISTING BRIDGE PIER rv-La cWn I a a ELEV.-745.56I 2r a O.i x I /I/ / / Y i / / / / ! / i / / / x / / / i / / A / i i v / / A / / i V i / A ///Y///I///,I'// V///I///Y// ��i�.Y�i/IAA�x�i���,��AIAA/e���I����I�,, 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 790 HQMZ 0 2a 40 VERT 0 5 S0 SCALE IN PER 780 770 760 750 740 i � cnR> • �"o'er"' i 730 lavl ar l= ocso. cN toa-xma i Kimley»)Horn 720 02824 Texas Dopcomon( ofTransportaflon 1-30 WATER & SANITARY 710 SEWER RELOCATIONS PR3P50 TOW7 00 (PROFILER 700 a tta nnc sH=LT ac I TIXAS IT. TM T I a.... �•• • I zaao I �oae oI aW I DDGuGIgn Emw!opo ID: F834E3E3-FBAB-4F47-9202-BBZA9E880C3B WATCR t A STN 7.e0At - N,-OIAPR O_ VA. M122.M. - = LT DID 2 r MM CARROT P►C N e0' iWNil" R TC PPE g WV OTNDI T m o = RC:0,00. ,07. 106 n is 2 mit7 o La 7W 0 _. _ --.-2- N W 1 WA1CR LOXA STA: 7.eR.41 - Q w p,-pW4 m Vk. 1W20.ee. -an LT VI 00161RIICf APPROK 20' DA. VIXIICAL PONTMG SNAr r NSTALL• I S-A' CdiN1 AR VALVC AIS9IBLT Nip VAULT L G2]51101UY. C I a b b� M1 Y O pw 'va CL 4d1 9N6 0. eM1G7 IR �� 1�' NJ Eli VALK RL NZ a — \ \ '�. N: OCDmD60G \ I L(y b b —0INa 4 STA: 9+04N'. e192 ((F: �— LRRKR TO /C$SN I a• Vt -- Q L-tlIM6 a Tk """" eam RT� wA7lN[ (w1Yaw) � b {7) MWAVA FRC Nw .w I -awe- Tx AnM pN: evS022D.30 2270, ee 72 e0ev- L 227T e401AP4 0. RN W CC.14 AO A } f n WAIiR w2s. A TT -Z4 - APM R4 a mA, 4A.w Rr - INVALL mmam NOR¢. Won a-a1.0' 3 K c >tun ¢ 0 WATER UNE A ST&' ON3.2D - C�el0 ft-o a M A 9�ta71. ".61 Kr y g b, ro DCSnNC -- -. -;,WDV ATD1 L CK ]+oD e -tr mm slmE 6+00 9+00 CNAP0. CUM WO Cl i e r w e st NC S T ON1AT - 4 0. RN CM2C2, 1Q Rf ITC VALVC AND VAULT- r DICTNG Ttl)OT ROW 1 0�s.osxi� 49L N[ A :TN e.11.e1 -- J T2.AQ �.13 LT V 0. TA F+ 4' NORIZ. 0d0 1 LT 0 2p Ao SCALE N nEET `\\\11111� �_• g:01, ��\yp.l��I GR� T-OE2EE-� -••••� W*.-"— IR[v m DOOe•1W W2 I • p am�sT I Kimleyl Horn twrw ® 02924 Toxas Deparimont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS PROPOSED WATER LINE A STA 7.00 TO END I S1�t I �+^+ I e I ISQ ll.I Zl2 LSOr I rcxA: mR I TARRANT I 1 2001 I rasa pl 21a I Docuslgn Envolopo ID: F834E3E3.F5A8.4P47-9202-882A9EBBOC38 I 7 .4' BY OTHER I 135.8' l4RTERIAL AAVENEN7 AIR AN OPEN CUT -I- Cs£ BACKRLLRE:DO03. 521 t EAST1 G 24' ST M DRAT 780 / TOP-i74.96 EXIS NC GR011fC I ' ~ EXI TING 24" :TORM DRAN TOP-773.90 770 I t,50X IEYI YnNG 16" �--333 DU :TILE IRON PIPE 760 I I T01 9 776 3 0 +o nN 750 w I- I Z w _ APPR MATE- �= OIAPENSIONS oh PROPOSED W _I H I I RECEII INC SHAFT <w 4 740 I _I I 730 ' 2e 0 Q10% a f @ C 720 1 I /7 710 W IL rL 1J G7.T N QQ� 0c� x 700g$m oz 6 a'�N o �o mf`N• r�. G rfe�1 A¢�F. N �iNz€ff a,z�gcyco2 vi NnWh pm 2 Ita 0 4+ n + +tJUmXID • Nn h o0 NL= p• <a� 6C4 <1 =�<mp II Qoro O Q a �N o II d�-NG tl C~ Q tl <f-NN tl~b II to^ F. a690 rZZ}Gi �Zp ZI Z f-z IW H=I} �y l� �=I �2^ ao�Iw (7 NW mK fAU N <d H Ct` N- GCS NUL! N- LJi NWv " 7+00 7+50 8+00 8+50 9+00 780 770 760 I 750 740 Homz 0 a20 40 PERT 0 5 TO SCALE IN 2R ' OF 4730 r 'TC�L T. OEZEE / 720 I c ml • °o°s c" I nA c a my I Kimley* Horn 710 ��. �.n._:::� .• .� O 0zeza Tors 0cpoftmcnt ofTmnspcftotion 1-30 WATER & SANITARY SEWER RELOCATIONS 700 PROPOSED WATER LINE A STA 7-00 TO END (PROFILE) 690 I 6 5EE TiTtC SNilT C 0 � I TC%A: wTW TARRANf I min m 1 2002 xl. I Docuc[gn Envy lops )D: F834E3E3-F5Aa-4F47-9202.8BZA9E88CC3B t/ k �— CUM ROOT ROW Ii I � _--- � XOW2 D T.D 40 PROPOSED S' WATER LINE 1 I T--- - VER7 o s 10 SLA E IN rc�r � u.r c—o. OR 1 wArof uP[ a sri: o+.xoo - WA fE-w]D STA: 90e�10.l1. 1f11.]3 RT „ ~� PATER UNE fl[LRf �'I�II✓/ C a STA. 1xe.e- e Rr `�iCV aD. dUmWL a m W- PW�uxL p-INN) W WAUR LM a NSTALL 1-e�m- TtI I� I I f-f W Mm A w `� I+ 1-Y alL "m VauMuc m PR 1-C PPlAVK PWOm" ADMIT QX-W PIC e01011.41 ulm & 9DS4111 �t $ C =nwe.41 =MNL r WAmf 11NE i Te x AoAR0 MGM MART PROPOSED 8-INCH WATER LINE B 167. ' ARTERIlL PAVEMENT REPAI SS BACKFILL RE DD003.D521 790 790 685 E)QSTING GROUND — -- 780 - — — 780 ,pLe/ p are IR 1od . >a->sx�oza Kimley*Horn 770 770 1-1. Dopartmonf of Transportation m w w e co m 07 1-30 WATER & SANITARY 760 �N.xl ZF760 SEWER RELOCATIONS Wm i =yW i, z z?-a� ¢_ PROPOSED WATER LINE B BEGIN g#� > N N O s S TO END b O W M p Wpu 103�a n b� W# H= X U a N 750 11aT?75Q mm=".. uo� I 0+00 0+50 1+00 1+50 I TLRA. rrw TAR20�AVI I toga oge el 2N DocuBlgn Envsopc ID: F834E3E3-F5A8.4F47-9202.882A9ESSO038 1 � jjNN" i CK /—PROPOSED 8' WATER LINE C WATER UNE C STA 1.75.73 VATBR tK C SCA: fN-0QBD - [NSTINO aw ltm 1 - m-11ap CTA: tAtl C A 4uw RT 0.NICb V B12eN.TB, 4W.T] Rf WA1F7t tllC C eC.l w11A r a1C B' WATG lMC C ml C WATM E C K-NJO VT - m]K2BB. VO]A2 RT I CWNEC! ro X- a07, 1f RdOVC NICSSIIC PWO NCTALL lII III WATAL LbIC (%- eB7t) CtNKGT TD COMG r 1-e' 4]' g0FM BIND III NSTAiL• PVC WATat Uli I%-tP°s1)) M BBBG7I7.]2 �^ I td I.1L VALK ]16BRC atlN nc L• 2ilGTE4CG T-0.FANA'0 It t ' — FtWOW MEANNG PIC 1�B' StdJO CLQVS - N: CBBO7I1.Zr -e' 4Y BDIO \ aii Q ii]R7DAIB c u7mBwn �, � J , � 11 J -• PROPOSED 8-INCH WATER LINE C VM.9' ASPJALT PAVE BENT REIR CSS SAC FILL RE: rDO03,D52 790 ` 790 — ` FEXl5�1G GROUND _ •,(/ EXa'71NG FOC TOP-UNK 780 8. ~ ~ 78O 770 I cmWa l W -f9� m^ _ V�r f0 I a 760 N �+ S1 W F 760 L� r 'f g�'n' +�w�JXcaa 750 Nm�a=mmI H�=mml 750 I 0+00 0+50 1+00 1+50 HOMZ D R0 40 VERT D ­2 4 SCALE IN FEET Kim{ey»)Horn a a..yawww.��� xTm Bw4rw ® mzaes Foxes Dopartmont of Fmrespartation 1-30 WATER & SANITARY SEWER RELOCATIONS PROPOSED WATER LINE C BEGIN TO END ISEE T1TLE --:',1 7 TE%A; n— T:.— I . — - 12004 1 logo I °1 S1A I Docusign Envcicpc ID: F834E3E3F5AB.4F47-9202-BD2ASE880C3B 1 s UTILITY ADJUSTMENTS III 1 SHEET 2008 L----J - -- �~ SCaLE IN FEET �12W00 J INTERSTATE 30 WEST BOUND INTERSTATE 30 EAST SOUND Gp 1 — — — — — — — — — — — — — — — L_ fSHEET ADJUSTMEN2006ITM l mull Ulf TY ADJUSTMENTS U11UTY ADJUSTMENTS 11 ` I I SHEET 200LLLLA 7 SHEET 2007 1� 666�,cccC77 r L7_ _J aeo«oo � 800i°° _ a70+00 INTERSTAZE3WEST BOUND �I INTERSTATE 30 EAST BOUND I _ ' I 0 T50 300 SCALE IN FEET I I I GRl'T. OE2EE 000srnu i wTc Kimley»> Horn 02024 Texas Doparfmont of Tronsportofion 1-30 WATER & SANITARY SEWER RELOCATIONS UTILITY ADJUSTMENTS LOCATION I e IS El Tnll Z T> UO I TIE— ETW TZT I 2005 tote w I ae I Docusign Envigopa 10: F834E3E3-FSA8-4F47-9202-892A9E880C3B I ,ZWME V II WE VALVE & VAIXT P —d m— AR c2rimRT It�r Zw&%02 FP FP UTLITY ADJUSTMENTS NO VD H-30 FRWA�CARrtBOW V GLVD) Q, DZTING 1�wcli - Ain MZAZ VALVE V) m-ww W1. =.N= Imla AMI— ew=m " V&VE � COIJ EWING AND 01==RE msrm ME m 0-V I 1. 20. 40' SCALE IN FEET Kimley*Horn 1-30 WATER & SANITARY SEWER RELOCATIONS UTILITY ADJUSTMENTS I 2006 DocuzlSm EmwTopc ID: FB34E3E3-FSA8-4F747-9202-BB2A9EBBDC38 i K30 SM A16+R6.42 -I=n LT WNL9G'00'a., GRADC N: 1.40M. L' 2273&UM I= VANHDLE � UTILITY ADJJSTMEM — NEAR 7F&WTARY OF MARYS IJTIILITY ADJUSTMENTS -NEAR TPOL[TARY OF MARYS CREEK C, 20, 40 SCALE IN FEET -�GRL T. DEZE 87 . ............. 71 6L60�ItM DATE 1 lamley)))Horn 02@24 Toxas DopaKmonf of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS UTILITY ADJUSTMENTS H T=' FTW TARRANT 2007 I ID6. -- il, a- - Ir., . -,- --- "'. ­ " - 1*-V nYWAOE CW--) - EAST OF UNKCFEST DR t3TI-rr'f 'tJ3,13STI'loos ---------- X- --Y ......... . ....... ��u�_ P � ;tea 4D2%24 Texas WATER 1-30 t, SANITARY SE RELOCATIONS UIAUTJ AWUSTMEWS 111 IIE Doeu.Ign Envelope IDt F834E3£3-FSAB-4F47-9202-8B2A9ESSOC38 C N CONSTRUCTION JOINT WITH I TRENCH REPAIR UM17 9UCONE JOINT SEALANT JOINTING SHAI PER 32 13 13-D518 (TYP.) CLASS 'H' CONCRETE EMSTNC LOCI EXISTING TREATED PAVING PER SECTION 32 AND TYPES A SUBORADE (IF ANY) 13 13 Oft 'HES' ff CLOSELY AS I / OESICNATEII ON DRUGS rSEE NOTE P2 STRENGTH AND \ THICKNESS TESTING - - %//' T tz [/1•u� tr�A� SHALL BE PERFORMED PER SECTION 32 13 13 IILIII- 0000000008000800 .I poo0tloo000000ooC -�oDOD000DODODODo IkD00000DODODODODoo 0000000000D0000 O O O00O 00O0000%.O-o D000000 0000000000 000000000000000 CSS BACKFILL IN I 00000000D 0D 0000D ACCORDANCE WITH O O O O O O O O SECTION 33 OS 10 ,�DD0000000000�Op0 0000000D0 DODO D 000 O O O O O D O 1100000000000000D0 1000000000000000D e'MIN. AND _-O_O_O _O A A A-/- 1Y MAX.:": s... , INITIAL BACKFLL I UTIUTY SAND PER SECTION 33 OS 10 -� •�..; ,� 6- MIN. TJ-N+.' ...`.... , N 3EPTH SAWCOT NOTE /4 / NOTE: FOR CONCRETE STREETS < 10 YEARS OLD OR PC I > 85, 'e 1� Moll, l SHALL EXTEND IS SHALL ENO PANEL OTHERWISE 'X' SHALL II�II_I/ BE 12- FINAL SAC.". VARIES GEOTEXTILE ROCK PER 33 0510 12" MIN,AND MAX TRENCHNCH WALL CLEARANCE TRENCH DEPTH TRENCH DEPTH LESS THAN OR GREATER THAN 15'. COUAL TO 15'. GROUND WATER AND NO PRESENT, OR BURIED GROUND WATER STEEL PIPE PER PRESENT SECTION 33 11 14 32 01 29-D521 CONCRETE PAVEMENT TRENCH REPAIR 33 05 10-DO03 CEMENT STABILIZED SAND (CSS) D521 BACKFILL D003 33 05 10-D102 EMBEDMENT FOR WATER LINES D10Z 16-INCH TO 24-INCH SCALE: N.T.S. ACCORDANCE 32 92 13 00�00k . I- 000000000000000 -000000000000000 50ooDODODODO0DO0Do- 0000000000000000 0 0 0 0 0 0 0 0 _— 0000000000000000 I I- II`700000000000000� FINAL 0 0 0 0 0 0 0 BACKFILL 0 4 0 0 0 0 0 = VA11E5 CSS BACKRLL IN f000000000000000— ACCORDANCE Ir6TH SECTION 33 0510 — �00000.00O 0O DO p-- D00000000oo00oDoI= —n O0000D0000000 DC I= II"06D�O�OD(1DA DA �P1—I 6' MIN. AND 12• MAIL r . ` INITIAL BACKFILL ,,,' ,'•, - , ;+r :• TRENCH CEOTEXTILE UTILITY SAND PER FABRIC SECTION 33 05 10 � CRUSHED ROCK PER SECTION 33 OS 10 6- MIN. 12' MIN. AND le MAX TRENCH WALL CLEARANCE (TYP,) TRENCH DEPTH TRENCH DEPTH LESS THAN OR GREATER THAN 1S, EQUAL TO 15. GROUND WATER AND NO PRESENT, OR BURIED GROUND WATER STEEL PIPE PER PRESENT SECTION 33 11 14 32 92 13-HYDROMULCH 33 05 10-DO03 CEMENT STABILIZED SAND (CSS) D13 BACKFILL D003 33 05 10-D102 EMBEDMENT FOR WATER LINES 102_ _I 16-INCH TO 24-INCH I SCALE: 4. i.5, FF1 Kimley>>>Horn 02024 Texas Dcpartmen; of 7ransporfa(rOn I-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET I I 1Ae ,m,..., I rseE n>Lc 9+Ectr u3� I TCx6 FTW I TMgANI I rose 71 il+ 1 DocuGlgn Envelop* ID: P834E3E3-FSAB-4F47-0202-852A9ESBOC3B FULL DEPTH SAWCUT- (TYP.1 4 DOSING TREATER TRENCH REPAIR LIMITI SUBCRACE (IF ANY)7 I CONCRETE BASE MATERIAL FOR TRENo REPAIR PEA TACK COAT SECTION 03 34 16 TYPE" o Hu;<c'l�li OR o'; M..MAC�7�M' I r EXISTING HMAO ll! PAVEMENT PROM);. NI R1AJ II �' O V G'"O"O"O'�O"O"I I_ THIC.M7! �..�. ;, O O O O O O O fl I I' PER SECDO'1 3:, 1.^.:3 �ODO00040p000p0p 3•d r 4 0 0 0 0 0 0 A SUBGRADE UNOLR 11�0�0�0400 00�0p000•{-� DE IJI76000000p00000000,I- �A —0000000000000000 i I- 000000004000000=i FINAL f00040000QODO0VARIES p09I� 9AfxF1LL CSS BACKIN - 000000004000000i ACCORDANCE WTH SECTION 33 05 10 000040�0000000_ p00p O000000000,0, 00000000000000007�7.1. O DOOo 00000000000•�„ — p0000000400000000000I- 6'MIN. AND --O _O_d _O n 0 mom- MAY - INITIAL BADKnLL TRENCH GEOTEXTILE FABRIC UTIuIY SAND PER I-`'•:� ° - SECTION 33 05 TG 1 I M D r - CRUSHED ROCK PER _I SECTION 33 DB 14 ,`r. llrlll 5' MIN. AND - :?.•i^•... , JL�.• 12' MAX. BEDDING b hi 11=1 I I� 1I=-III—I 11= ! ICI II 6' MIN. TRENCH WALL GIEARANCE (TYP.) 2 NO GRUUNO GROUND WATER WATER PRESENT PRESENT 32 01 29-D520 ASPHALT PAVEMENT TRENCH REPAIR 33 05 10-DO03 CEMENT STABILIZED SAND (CSS) D6620 BACKFILL D003 33 05 10-D10i EMBEDMENT FOR WATER LINES } I �,OALE: N.T.S.12-INCH AND SMALLER IJ I S;:ALE: N.T.S. 3 PER 32 13 13 051A (TIP,) EXISTINC TREATED SUOORADE (IF ANY) STRENGTH TM;CXNESS TE571NG SHALL RE PERFORMED PER SECTION 32 13 13 I I'.1 I FULL DEPTH SAWCUT (IYP.) SEE NOTE N4 TRENCH REPAIR 11MII- I EXISTING JOINTING SHALL MATCH CONCRETE CLASS H CONCRETE DOSING LOCATIONS PAVEMENT PAVING PER SECTFON 32 AND TYPES AS UNOISTURBE) 13 13 GR HES CLOSELY AS POSSIBLE SUBDRAOE DESIGNATED ON DRAWINGS rSEE NOT k2 / NOTE _ f'+ POR CONCRETE STREETS < 1G P ♦ a x �' C✓ YEARS OLD OR Ptl 85. "X' 3 ALL EXTEND TO OF PANEL OTHERWSE ENO SHAD. 1 po Y•�....�.1",,y` +,.,.• it �. ICIII= 8E 12' SECTION 33 05 70 6" MIN. AND 7 12' MAX. I� INITIAL BACKFILL TTTTTT_L UTILITY SAND PER- SECRCN 33 PS 10 III E" MIN. AND 1 I 12, MAIL BE BEDDING OO6 pO 00.0000D 0 6 " 0000009L 6 0 C_! p00�000000000�00iIi 0000000000000000�ID 4 0 0 0 0 0 b FINAL aoDoo�oo0�000000 ACK BV RE! pO p00 .p0 p0 p OpppOli' DOo0o00'0D0000000 0 0 0 0 0 0. O� OCOD000o0p00(0,0oI- TI—TR NCH ':;;�:tiCRUSHE SECTION CEDTEXDLE ROCK PER 33 05 10 0" MIN, TRENCH WALL CLEARANCE (TYP.) NO GROUND GROUND WATER WATER PRESENT PRESENT 32 01 29-D521 CONCRETE PAVEMENT TRENCH REPAIR 33 05 10-DO03 CEMENT STABILIZED SAND (CSS) D521 BACKFILL D003 33 OS 10-D101 EMBEDMENT FOR WATER LINES nlnl 12-INCH AND SMALLER SCALE N.T.S. It 04/lw� �:;�f••;'• ICI �:;• i r CARL tl...ZEE`^ ••••••• 879g5 �� •• �ACE1fAE.�•• 4 Iiav n mano+ w*c I I Kimley*Horn 02824 TOxos DCportmont ofTronsportDllon 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET II I 1u—IT 1C 4+rrn u� I TC%A: FTW TARRANI I m I Mw b 2010 I loco I of xl+ D05usign EnvrlDpc ID: F834E3E3-F5AS-4F47-9202-ERZA9EBBOC3B BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 6' MIN. AND .� 12' OAK. INITIAL BACKFILL UTILITY SAND PER - SECTION 33 05 10 6' MIN. AND 12' MAUL BEDDING HYDROMULCH ACCORDANCE WITH SECTION 32 92 13 - .I T�i1T1TT�1I - n- NO GROUND GROUND WATER WATER PRESENT PRESENT _ 01 REVISED, 05-15-2015 DUCTILE IRON WATER PIPE PROVIDE HOLD ._� DOWN JACKS AT ``•%C;'"�^ ,V\ ENDS OF CASING /kUj,'• ' ��TUNNEL LINER PLATE ' OUTSIDE DIAMETER ill"•, `%a� TUNNEL LINER PLATE -INSIDE DIAMETER M- 7 ^ GROUT IN ANNULAR • SPACE PER SECTION 33 05 24 (UNLESS IRON 'C' CHANNEL NOTED ON PLANS) CROUT BOTTOM OR TUBING SKIDS (NO ANGLE IRON ALLOWED) FINAL CKFILL * UNDER < NOF12 PAVEMENT ALL APAVED FOR NON -PAVED AREAS GEOTE)MLE 5' MIN. TRENCH WALL CLEARANCE (TYP.) PER 10 32 92 13-HYDROMULCH 33 05 10-DO01 ACCEPTABLE BACKFILL 33 05 10-D101 EMBEDMENT FOR WATER LINES 12-[NCH AND SMALLER SDXIEE: N.T.& 24"-42" DUCTILE IRON PIPE WITH TUNNEL LINER PLATE TUNNEL L NER PLATE SCHEOULE. OL C71LF_ IRON P PE Pw[U6[� PVenL +luµ.lac I CONCRETE PRESSURE PIPE PROVIDE HOLD DOWN JACKS AT BELL OUTSIDE DIAMETER :� V: .� ENDS OF CASINO STEEL OR CONCRETE TUNNEL LINER PLATE PRESSURE WATER - Ll OUTSIDE DIAMETER PIPE INSIDE DIAMETER ; TUNNEL LINER PLATE MORTAR RANG MIN. 2' OUTSIDES INSIDE DIAMETER PIPE BELL `�+ CROUT IN ANNULAR - SPACE PER SECTION - 33 05 24 (UNLESS _ NOTED ON PLANS) IRON 'C' CHANNEL GROUT BOTTOM OR TUBING SKIDS (NO ANCLE IRON ALLOWED) 24"-42" CONCRETE PRESSURE/STEEL PIPE WITH TUNNEL LINER PLATE TUNNELLUNER PLATE SCHEOULE.CONCRM PRESSUROSTEEL PIPE eau weRl00 xaxnault'o � lr-�e.l III r- •oen H a I xoaHNvo Ienu� ut4 XWIW4TV0 IWOII� .r w I uo I v NOTE: 1. TUNNEL LINER PLATE DIAMETERS SHOWN ARE TO MEET MINIMUM INSTALLATION REQUIREMENTS. LARGER CASING SIZES AS INOICATEJ N THE DRAWINGS SHALL GOVERN. CASING SIZES MAY BE INCREASED TO ALLOW FOR CASING INSTALLATION TOLERANCE VARIABILITY. WATER CARRIER PIPE INSTALLATION IN TUNNEL LINER PLATE D ETAI L 33 05 24-D 107 SCAB VT.S. REVISED: 05-15-2015 tklL CF 12�+/22RDz4 � CARL r. DE2EE r .. ...57885 ........ TRY R I eC1OsnGYt M I I I I Kim Iey*Horn 02024 Tcxas DGpDrimont Df Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET III I :k .mL sH[r. IT I e LSEE —..TIr�n 7 I TC.. FTw TMRAVT I w 2011 I lone 01 2N I Docuslgn EnWopo ID: F834E3E3-F5AB-4F47-9202•BB2A9EBBOC3B a J� NOTE: REMOVE A `� N �'"'SECTOND3�3 D5P0 A5 1. FOR BELL A ALL SLACK IN LINEGPRn R TO BACKFILL .,v� INDICATED ON THE AND PRESSURE TESTING •;..'y. / DRAWINGS ✓ FACE OF PIT:.•.•.;. .�. FOR CASING BY OPEN CUT, STEEL CASING PIPE OR EMBEDMENT SMALL RE SAND • "' • • •' ,/.� FOR TUNNEL uNER TUNNEL LEER PLATE PER SECTION 33 05 10 PLATE PROVIDE HOLD ALL JOINTS WITNIN AND END SEAL:;•;•i DOWN JACKS AT EHOS ADJACENT TO CASING OR CONTACT GRDUT PER GROUT IN ANNULAR PER SECTION. • • ,� A CARRIER TUNNEL LINER PLATE TO CASNG SECTON 33 OS 23 IF SPACE PER SECTION PIPEPEERBEOME �,� 33 OS 24 •• ��'' pIPE BE RESTRAINED PER TABLE SPACER PIPE JACKING OR 33 OS 24 {UNLESy SECTIONHAND TUNNELING NOTED ON PLANS 33 05 10 As \J�j - •� . \• .• INDICTED ON / - •I /�;"/./`�/ if G:�/it/:�/,`%i.�/`%/i%/.:�i`v/;,✓/:� !/„�i:'/•�i?/;l;a� / ,!, THE DRAWINGS 'Y :: .i ,� .•#:/ Ao' C �/ Y....L.yf,�.':f ..„, Ji 1�----.y/•- '%•r'e"'• _".'v ...t w...:. :fwA....­­A ...� .,..Fn •... _ JtC 'rr' 6' y�'�i�Yh`�i� � i. "\i?��):�n\i'h "\v\\i��l� ;\i`,\\`J�h��.� �i \\i. ��,\'•ih\%�\� /t 12' MAX (TYP.) SPACING BETWEEN MAX C: ;l'�•"\a \•ti�yV�S \. CASING SPACERS •/J'•%/:✓ /�'/�// ��� FOR STEEL PRESSURE PIPE AND ALL SHALL BE ND MORE CASING SPACERS CLSM FROM BOTTOM AND LIMITS OF THAN 6' MAX (Tyr.) ON 907H SIDES OF LAUNCH 01t RECIENNG PIT TO 6" CARRIER PIPE 48' AND LARGER. BELL AND SPIGOT AB CASING PIPE OR TUNNEL CASIN DESIGNED BYSPACER AEENCINFER ING SHALL BE % Q F I OR LINER PLATE TO PROTECT END SEAL CROUTIN ANNULAR GRdER PIPE -RESTRAINED JOINTS I.,�. SPACE PER SECTION IMP ow DIP slML 33 OS 24 (UNLESS OIAM[RRO DIAMESTAG DIAETDTG FIPC ° yr }' • NOTED ON PLANS) ALL s7E5 s - ` iii � 1j;'y�'i�•�it".�Y'i%1' y�A 4Ep1ANICAL MCCALUG: FLANLIE� OR WELDED ,' f'� ' vi •. v.". ice.• �v.• `\\\\\���'; FITTINGS JOINT WITH O% ��MEEpp LOK-R, JOIN75 �- Y =.".=r r� •..: ✓.-.v _ _ _ _ _ __ w I j ( MEGALUGS PUSH -ON JONJNE • JOINTS III` BELL 8: SPIGOT RESTRAMED PIPE KITH GRIPPER PUSH -ON I LOK-RINp• WELDED I CASKET JOINT' JOINTS JOINTS r..�..—... �..! I CARL••DEZEE •TR-FLEX BY US PIPE FLEX -RING BY ACPCO OR APPROVED :DUAL W _ %• •••••'� _� ••LCK-RNO BY AGPCO, OR APPROVED COUAL /' xl•� •A•PTyI'Ru /,, ; T685 - -y----AY ACV�e eCusliori pATC PIPE EMBEDMENT PER PER SECTION 33 OS TD SECTION 3305 10 EXTEND ND TO UNDISNRHEO EARTH TH IN I PLAN A —A THE BOTTZC A TIRLHE EXCNS AVAANDTION TO Kimley>>> Horn DUCTILE IRON PIPE AND STEEL PIPE ® 02824 ToxasDopDFUnent D/Trunspo EDtion CASING & TUNNEL LINER PLATE PROFILE DETAIL 33 05 24-D108M I-3D WATER III SANITARY SEWER RELOCATIONS SCALE: N.TS REVISED: 05-31-2012 WATER DETAILS SHEET IV I e cs¢ vnE sw-cn iCYA: T;3 T I a 2012 IDaa oIP I _a I Docusipn Envelope ID: F834ESF3-FSA84F47-9202-882AOE88CC38 A �S. .kEGTEVINC f'I'IH OR _ ... v rA y \. //,,•• OF PIT;•_•,•,•• PLATE TO END SEAL DOWN PER 10 SPOT WED ON EACH FLEX-PROTEX SIDE OF ROD PER JOINT HLULR OR MANUFACTURERS APPROVED EQUAL RECOMMENDATIONS STEEL SPICO, RLN STEEL BELL RING RUBBER CASKET AWA C-ln1 h C-Tf13 FOR CASING BY OPEN CUT. EMBEDMENT SHALL BE SAND PER SECTION 33 05 10 -0R STEEL CASING PIPE TUNNEL UNER PLATE MORTAR PLATE, SEE INSET CROUT IN ANNULAR SPACE PER SECTION 33 05 24 (UNLESS r1biC,r'�-••N� .,++(gay+ GROUT IN ANNULAR .. '7C(.•.,.. !Cr':aC - - SPACE PER SECTION 33 05 14 (UNLESS N07M CN PLANS) 4MM PIPE Di EDMENT`PER CLSLI PER SECTION 33 05 10. TO SECTION 33 05 10 EXTEND TO UNDISTURBED EARTH IN PLAN A —A THE BOTTOM OF THE EXCA ATION 70 CONCRETE PRESSURE PIPE CASING & TUNNEL LINER PLATE PROFILE DETAIL 33 05 24-D109M SCALE N.T.S. REVISED: 05-31-2DIZ Kim(ey>>>Horn ® =024 TOxos DDpartmonIt ofTronSp0rto(ion 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET V { ''M2 I 4 17, 11L[7:;I a10a 1 1[%A: FTW TARRNIT wnd vela 2013 4cn 1 DI 214 Docuclgn Envolopo ID: F834E3E3.FSAS-4F47.92C2.8B2AGESSOC3B NO ONLY C-303 PIPE OR Tp Eypd11L1T. kn41115 Cp STEEL MAY BE CONNECT- qumm cTFFl PIPF AT MID -JOINT ' LENGTHS AS FLANGE CONNECTION, PROVIDE ISOLATION KIT AND PETRCLATUM TAPE COATING I PER SECTION 33 04 10 DESIGNATED DESIGNATED DRAWINGS MJ SOLID SLEEVE -- WITH I ,RESTRAINED RETAINER GLANDS I !1 1 C 1 1 1 I I J TEEL PROPO$Ep EXISTING BEILzPE SPOOL PIECE ` FLrPE DUCTILE CONCRETE PRESSURE GTIL IRON SPOOL PIECE IRDIJ'UPIPEE PIPE OR BURIED STEEL EXISTING CPP PROPOSED PIPE SPOOL PIECE OR BURIED NUMiF STEEI PIPF IRON PIPE O FLANGE CONNECTION, PROVIDE ISOLATION IOT AND LENGTHS AS DESIGNATED PETROLATUM TAPE COATING ON DRAWINGS PER SECTION 33 04 10 PE STEEL SPOOL I /-MJ SOUD SLEEVE PIECE TO MATCH 00 OF I I / RESAINERGTRAINED WITH AND EXISTING PIPE BELL !/ RETAINER GLANDS I EXISTING CDNCRETE FLxPE DUCTILE PRESSURE PIPE OR IRON SPOOL PIECE PROPOSED BURIED STEEL PIPE EIneTINO CPP PROPOGFO DUCTILE OR nu,,F I IRON PIPE CTFFI PIPE IRON PIPE O CONNECTION TO EXISTING WATER MAINS DETAIL 33 12 25-D129 SCALE N.T.S. REVISED: 08-31-2012 NOTE THIS DETAIL MAY BE USED IN REVERSE WHEN CONNECTING PROPOSED CPP TO EXISTNC LENGTHS AS DESIGNATED BURIED STEEL PIPE ON DRAWINGS PROVIDE BELLxFL OR CONNECT SPODL PIECE SPIGOTxFL CONCRETE I TO STEEL PIPE WTH PRESSURE PIPE AS I WELDED BUTT STRAP INDICATED ON PLANS - PER SECTION - 11 14 EXISTING CONCRETE -jFL SPROPOSED PRESSURE PIPE SPOOL PIECE BURIED PROVIDE FLANGE ISOLATION STEEL PIPE KITS WHEN CALL- FOR ON FLANGED CONNECTION THE DRAWINGS EXIsTwG PROPOSED WRAPPED IN OQELCRETEP �B�m PETROLATUM TAPE CONNECTING CPP OR BURIED CTFFI PIPE TO EXIC¶NG OIK:TIF — PIPE LENGTH AS DESIGNATED ON DRAWINGS PRANCE CONNECTION, MJ SOLID SLEEVE RESTRAINED WITH PROVIDL ISOLATION TAPE KIT AND PEIROLAIUM TAPE COATING RETAINER GLANDS PER SECTION 33 04 10 FLxPE DUCTILE •'RDPOSED CONCRETE -/ EXI Jr IRON SPOOL PIECE PRESSURE PIPE OR DUCTILE IRON PIPE E1lLSDtlG. BURIED STEEL PIPE P?11f'(I�^ rgp DUCTILE IRON PIPE OR BURIED GTER PIPE C ryGRL��+,,� 87685 IAr rr oouTsla+ I nrrz I I I I Kimley* Horn ele-.cu. wA..� wry nnv .va..el ® 02824 ToxaS Dopartmonl of Tronsportollon 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET VI I a raA: Isrr Tlrlr T cNccrl 130� l ..,. 71rw �..- .... wn j y.Nr {` = sof I - I 120�4 naB xl4 Doeu0lgn Envelope [D: F834E3E3-F5AR4F47-9202.882A9E580C38 BLOCKING SHALL EXTEND TO UNDISTURBEO EARTH ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN RESTRAINED POLYETHYLENE PER UG OR CAP SECTION 33 11 11 PL TEE AA}„ �'r�C•aM' Y"AV.•Yl!'iy`7 �¢N I r�ll.'.r�.''^'•�3a1. BLOCKING SHALL EXTEND To PLAN VIEW UNDISTURBED EARTH HORIZONTAL THRUST BLOCKING TABLE PLUGS, TEES, 90' BENDS 45' BENDS 22.5' BENDS 11.24 BENDS PIPE "X' DEAD -ENDS SIZE DIM." MIN, AREA MIN, ANFA MIN. All MIN. AKLA MIN. AREA (SF) (Sr) (SF) (SF) (BF) 1 6" 1'-6'1 4.00• 1 4.50 4-DO- 4.00• 400- 4.00• 4.00- 10• 1'-8' 8.64 I 12.50 6.78 4.00- 4.00- 12' 11'-6' 1272 I 17.00 31.74 4.96 1 4.00- 16' 12'-0' 2262 I 31.99 tt.J1 I 8.33 4.43 20' 17-0 J 33.34 49.98 27.0] I 1J.79 8.93 20 12'-ff I D0.89 71.97 J3.95 19.85 9.98 -MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. ••DIMENSION "X. TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE RASED ON: 1.1, 225 PSI TEST PRESSURE 1.2 3.000 PSF HORIZONTAL DR LATERAL BEARING PRESSURE FCR ACCEPTABLE SOILS 1.1 MINIMUM COVER OF 42' 1.a. A SAFETY FACTOR OF 1.5, 2 THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS S BLOCKING FOR WATER LINES LARGER THAN 24' SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWNGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. HORIZONTAL THRUST BLOCKING DETAIL 33 11 00-131130 SCALE: N.LS. REVISED: 12-30-2015 SENC CONCRETE CRADLE -4T' • Z PWNQ� SHALL EXTEND TO UNDISTURBED EARTH PROFILE VIEW I CONCRETE CRADLE TABLE PIPE •X- 90' KENOS u BENDS 225' BENDS 11.25' BENDS SIMIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) 4.30 I 4.00- 4.00. 4.00• 1 8' I'-S' &OD 4.33 4.00- 4.00- 1 1 1or 1'-6' 1250 1 6.78 1 4.00- ♦00• I 112" 1'-B' 17.90 1 9.7{ 1.06 I 400. I 118" 7'-0' 31.99 1 17.31 I B.83 4.43 I I 7q O" 49.98 1 27.03 1 13.79 8.93 I 12d' '-O' 71.97 1 38.95 1 19.85 9.98 I -MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. —DIMENSION 'X' TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH BOTTOM, NOTES: I. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 7,3, MINIMUM COVER OF 42' 1.4. A SAFETY FACTOR OF 1.5. 2 THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS 00 NOT MEET THE ABOVE ASSUMPTIONS 3, THE DDNTRACTOft IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS REINS 910. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS 5. CRADLES FOR WATER LINES LARGER THAN 24' SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS, L ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7, CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. CONCRETE CRADLE DETAIL 33 11 00-D131 SCALE N.T.S. KEI7SLU. 1.9-SI "Ib -I�'I r L T--OEZE.- lav m ooOsrDN urz I I I Kimlepo Horn 4qa-r4W4R�rtw 4. w�i TtfNl� wra•n 02024 11-IS Doportmont DI Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET VII I 9YR 11�EE rm..TITLE 9iCET1 r �. w I 8 LT9� 1 nm wn .....- I T[KA: FPA TARRANT I �•• I �` - 12015 19ne 1 01 2. I Cocwlgn Env�pc IC: F834E3E3-FSA8-4F47.9202-BB2A9EB8OC3B 38" MN. a. ASPHALT CCU ] 2- GALVANIZED EXISTING PAVEMENT 150 ROOFING FELT 2-STANDARD FINISML'D 2'X6' BOARDS INTERSECTION & DRIVEWAY APPROACH CROSSING FOR TEMPORARY WATER SERVICE DETAIL 33 04 30-D134 SCALE: N.T.S. REVIS@ 08-31-2012 UPON COMPLETION OF CLEANING, REMOVE SPOOL EMBEDMENT AROUND PIECE IF ANY) AND PRo=E BLIND FLANGE FOR ENTIRETY OF WYE AS SHOWN CONCR OR STEEL 'AYE OR RESTRAINED MJ PLAC PER SECTION 33 05 10 FOR DUCTILE IRON WYE PER SECTION 33 D4 40 .MMaa���a"M .BELOW FINSH• +n%.9 1.. N... GRADE ; y,' r" •"X" WYE •BRANCH' ...•. _ .:-..-. IeL A CONNECTION TO PRECEDING SECTION PER PLANS 3 STEEL OR CO CLEANING WYE OR 1 k IRON MJ GLEAM! FOR DUCTILE IRON PER PLANS TETE ILE ICLEANINC WYE SPACING TABLEI NOTES: WYE I N,oM�, MIN. 'X" MW. "Y I t. Y- DIMVAULTS ARE I ONLY APPLIES N11A GATE VALVE 'WG VAULTS ARE IN THE VICNITY OF A PROPOSED 16' S 8 4 CLEANING WYE 1 IR' `_(V6' A' I 3. PROVIDE TEMPORARY INTERNAL PLUG FOR TESTING. jjjja A-)6)• yy 3. WRAP FLANGES IN PETROLATUM TAPE PER SECTION 04 10. 4 FOR DUCTILE RESTRAINED TODN WATER R ACENT PAINS. MJ PS WITH RETAINER WEE SHALL BE GLANDS AND MJ PLUC SHALL BE RESTRAINED DIRECTLY TO THE FITTING. 5. ALL DUCTILE THE SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PER SECTION 33 11 11. III WYES SHALL ONLY BE LOCATED WHERE INDICATED ON THE DRAWINGS STANDARD CLEANING WYE FOR WATER TRANSMISSION PIPE (16" AND LARGER) DETAIL 33 04 40-D136 SCALE N.T.S. REVISED: CB-31-2012 3/4" TUBING ADAPT AS REQUIRED STOP PER Da 33 t2 lD VANIZEO PIPE LDOrn TO EXISTING SERVICE LINE 1 35" SECT CAL I NO PR VATE SERVICE ROUSE OR BUILDING NOTES: 1, CONTRACTOR SHALL BE REQUIRED TO COVER METER VAULT WITH PROTECTIVE GUARD. 2. METER SHALL BE REMOVED BY THE ^ONTRACTOR. CONNECTION FROM BY-PASS TO PRIVATE SERVICE SHALL BE MADE BY CONTRACTOR. RANSMISSION TEMPORARY SERVICE CONNECTION .LVE AND VAULT 12 2°_D,27 33 04 30-D 133 ��\Tf �+/1x/1ax4 >, •-•'•wo SCALE N.tL REVISED: 08-31-2012 ^._ BT885 Imo' I m xaol.ro•. wre I I I KimleylMorn DIP-F `. u.4 �1wY w�T{nR RMB M ® 02024 Toxas DOpartmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET V0 ,�,..�.d I[ ! ICE iITLF WiET D0� I 1E[AS FTW TNRYl1 I - I 7; I I ++ 12016 waa I m xH III D00usi0n EnVope ID: F834E3E3-F5AO-4F47-9202-BB2ADEBBOC3B PLAN VIEW NOTES 1. VAULT TOP SHALL BE PER MANHOLE LID ASSEMBLY DETAILS AS INDICATED ON THE DRAWINGS. 2. MANHOLE UD MAY BE CAST IN MANHOLE TOP WHERE VERTICAL REQUIREMENTS PREVENT THE USE OF RISER RINGS. 3. VAULTS SHALL ONLY BE PRE —CAST MANHOLES. 4. SECURE VALVE TO VAULT WALL WITH GALVANIZED OR STAINLESS STEEL BRACKET BY CRINELL OR APPROVED EQUAL. 5. INLET PIPING• ISOLATION VALVE AND VENT PIPING SHALL SE SAME SIZE AS AIR RELEASE VALVE AS SPECIFIED IN THE DRAWINGS 3' VALVES SHALL REQUIRE 4' MINIMUM VENT PIPING y 6. ORIENT VALVE IN VAULT SUCH THAT OPERATING NUT IS S' FROM MANHOLE EDGE AS SHOWN IN DETAIL 7. PIPE PENETRATION THROUGH VAULT WALL SHALL BE SEALED WITH A NON —SHRINK EPDXY GROUT. a. WHERE TOP OF OPERATING NUT IS GREATER THAN 7' BELOW RIM, PROVIDE BRACINC N PER 1NSET 'A' EVERY 2', 9. IF EMBEDMENT ALONC PIPELINE IS SAND, PROVIDE A FILTER FABRIC BARRIER UPSTREAM ^y AND DOWNSTREAM OF ROCK EMBEDMENT UNDER AIR VALVE VAULT. STAINLESS STEEL 7 UNI—STRUT I TABLE 1: 3' TO 9' COMBINATION AIR VALVE ASSEMBLY MATERIALS 1 1 BRACING OR C APPROVED EQUAL MAIN INLET OUTLET iQ I MATERIAL TEE/OUTLET PIPING I PIPING REQUIREMEN75 STNNLESS BURIED PROVIDE ISOLATION STEEL U. STEEL OR FLANGED KIT BETWEEN STEEL FABRICATED STEEL FUNDED i SOLT AND to REDUCING FLANGE STEEL DUCTILE SPOOL PIECE AND PgESSURE IRON GATE VALVE, WAX t� NUTS PIPE TAPE ALL FLANGES MJ.FL TEE, BOND DUCTILE FLANGE WITH FLANGED FLANGED WAXLATAPE ALL I ELEVATION IRON OR THREADED OR DUCTILE DUCTILE FNCES PVC PIPE WELDED FLANGED IRON IRON eLAbL INSET 'A' OUTLET POTABLE COMBINATION AIR VALVE ASSEMBLY - 3 TO 8-INCH VALVES 33 12 30-D139 Z :CA_- : 4 'i. REVSED: 06-10-2022 TOP OF NUT 15 > 7' LOW RIM PRCWDE BRA INC ERY 2'. SEE INSET 'A' :ATE FLANGED RET 6' FROM DE EDGE OF VHOLE, PUCE IE VALVE AND (LEIS SUCH THAT Y MINIMALLY MANHOLE FRAME AND - :RFERE WITH COVER AS REQUIRED •RC AS SHOWN BY DETAIL D219. ORIENT MINCE TOWARD ONCOMING TRAFFIC IF PACED IN PAVEMENT MFLAT 70P PRECAST -11 ANHOLE PER 33 30,�� 10/20-D20B PRILIE AND PAINT ALLY VENT PIPING PER SECTION 33 12 30 COMBINATION AIR AND - VACUUM RELEASE VALVE WITH FLANGED CONNECTIONS . VENT CONNECTION MAY BE THREADED FOR 4- AND SMALLER VALVES, ALL ORIFICES SMALL BE CONNECTED TO VENT PIPING POLYISBCYANURATE CUSHON PAD. I' \ 1 HINGED RING COVER PER 5 13-0008, IF iVEMLNT HINGE L BE ORIENTED RO ONCOMING FIC 'OLIISDCYANURATE MISHION PAD. V `1 HICK, EXTENDING IN IPE LAY DIRECTION <11r 12 r { �•.. TABLE 2: VALVE SELECTION PROVID VALVE NEAREATNH 2 NOM. PIPE s VALVE SIZE SQUARE OPERATING �y NUT. ALL VALVES 24' 3"-4" SMALL BE FLANGED I 3D' I 31 12 J6" I 3••-6, FOR 24" MAINS PROVIDE 42' I 4'-6' 24' OUTLET AND BOND FLANGE FOR 30' AND 4a. I 4'-B' LARGER MAINS PROVIDE w GI 30' OUTLET AND BLIND FLANGE , FOR DUCTILE AND PVC MAINS PROVIDE TABLE 3: MANHOLE DIMENSIONS MJ.R TEE'MTH TAPPED FLANGE VALVE -X7 DIM.'Y DIM. Z- DIM.I SI 13' 24` AND LARGE WATER MA 6" 7'P B" T'c 12' 16' I CHANNELL TNERMCPLASTIC 1L 304 ENCLOSURE (SPX I STAINLESS 1420) TO BE I STEEL VENT LOCATED MIN. SCREEN PER 36' BEHIND CURB SECTION J3 12 30 ~�:•j , [•�• vv �``=•� \+ v �1�-+'✓"��. / ENCLOSURE BASE LOOSENED ......1SHALL BE DIRECT FLANGE BOLTS BURIED AND NOT OR BREAKABLE ''�+• '%:.�i•."rpy,:,}: t'. LOCATED W SIDEWALK FLANGES AT �..• tr 3�:.4 GROUND LEVEL 6' S�,•�'I �'.{+1 MJ SOLID SLEEVE WITH MI.V. RETAINER GLANDS 2" MIN. / RISING GRADE— FLANGE BY FLANGE DUCTILE VENT PIPING SHALL BE IRON SPGO, PIECE WITH Z' C.C. 4' MIN. DI PIPE AND THREADED CUTLET FITTINGS PER SECTIONS 33 11 10 AND 33 11 11 6• L ~ MMIHORC WITH SHALL BE REINFORCEDD KITH /B BARS 0 6 OCEW (TYP.) 12' MIN. L UNDISTURBED OR COMPACTED EARTH 12' 2" MIN.PROVIDE 2" CORPOR% ��\`P\ \.•1 •Y/ a STOP. COPPER TYPEAK CN � """ A "j•`��'I �1 TUBING, 1-2' FLARE BY b FLARE 00' BEND AND 2' Y TURN BALL VALVE PER-�GRL T�OE2EE / SECTION 33 12 10 (ALL ^••-•�• •••• � 1 � ITEMS 1" FOR 3' VALVES) ///F `/87665__ 1p;� \ SEE TABLE 1, SPOOL PIECE \ , TO HAVE 2' CC. THREADED y OUTLET (1' OUTLET FOR 3' a CALVE.,, ENO OF FLANGE ICvIA OCIpIyIION OATI: y - -HAIL NE LOCATED ABOVE I Bnnw nF uewwnF F `✓ ' i i. i?r/> i) h .I P./ PERHED ECCTONC33EEMBEDMENT 05 O N SECTION A —A BENEATH BASE SEE NOTE 9 Kimley))> Horn .OI P�•r.A uA x u� w n t,R .aw.n ® 02024 Toxas DOpartmont of Transport0on 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET IX I s (SEE lRL[ WD:T] Op~ I T[%A^. FTI -T I TAPRANT w I 12017 I :oex Yov 1 2tA I DocudgEnvelope 10: F834S3F3FSA84F47-0202-83249EBSOC3B 32' KINCEI FRAME PRE -CAST ff 32' HINGED FRANC AND COVER AND COVI�C.11 MANHOLE LE PER 33 3 -ODOB, IF VAULT 33 OS /20-0= 7SI.3P'=E'N7. ORIENT HINGE MANHOLE BASE TOWARD ONCOMING TRAFFIC IS POLYISOCYANURAIE CUSHION PAD I' .... . . . .... . D' TWCV BENEATH MANHOLE 8 COPPER SMALL IN w ......... NOT BE: IN '... . .1, IN MIN IN CONTACT WITH ............ MAN SLAINLESS STEEL STRUCTURE APS TO 'A' CLSM DR ACE COPPER, CSS • SEE INSET 'A' PER SECTION 05 10 :'GROUT MANHOLE CONNECTION PER ........... 7 COPPER RISER, SLCToNs 33 all 10 SEE NOTE 2 J9 20 1 ......... ............. MANHOLE '. ...... . 12r SASE B."'. . AIRS . 12- 8" DOEW POLVSOCYAMURATE 112 CUSHION THICK. EXTENbiw,olm _Ay NRECTI 12' TII 36* lit Tw) MANHOLE 1".)ED OU* BASE ✓ TAPPING SADDLE W/ w/ Cc THREAD 013 RAM CC THREADS PER 'AD S* OCR SECTION 33 12 10 -FLANGED CONNECTION, PROMDE ISOLATION XIl WTH EMBEDMENTMd RETAINER! SHALL BEGLANPETROLATUM TAPE COATING A D PER SECTION 33 04 10 so A CK PER ECTION 330.510 BON—— SX3ASTH' ONCREM SEAT GATE AM MATHC #4 BARS SECTION B—B. 7 BASE WC#4 BARS PVC/DIP CPP/STEEL 0 6" OCEW. CAST ON VALVE UNDISTURBED SOIL G* OCCW. CAST ON UNDISTURBED SOIL SECTION A —A DIMENSION TABLE RISCR MIN' OuRy MIN. WR1 V ALV E A 0 s b;TH PAVED' WAVE I E3 MANHOLE BASE. IF REINF. 16 841115 0 VAULT —PLAN r OCEW e. CARL T. DEZEE 5• 2 41: 1: '5:�9. 'MINIMA) IOM'F miswD GiAor. To OF Idipt: INSET 'A' NOTES: e. SHALL 1. VAULT TOP BE PER MANHOLE UD ASSEMBLY STAINLESS STEEL INOW DETAILS AS INDICATED ON THE ORAYANOS. I UNI-STRUT,-OOL Z RISERS: AND NUTS T1 2.1. DUCTILE IRON OR PVC PIPE., PROVIDE TAPPING SADDLE WITH CC THREAD. HALL CORPORATION STOPgta,�ERISER AND 4 TURN BALL PER SECTION 13 12 10. A 2.2. STEEL OR CPR PROVIDE THREADED OUTLET WITH Cc THREAD. BALL CORPORATION STOP I ELSE@ FI rvA110N Kim ley*Horn CC"RE. COPPER RISER AND Y. TURN BALL RAC1- VALVE FLARE.FLAR PER SECTION 33 12 10. OETAII 3. To OPEN ALL VALVES THE OPERATING NUT SHALL BE TURNED TO THE RIGHT lCLOCKLNS£1. PLAN (D=4 71ts Dopurunant of Trzinspartation 1-30 WATER III SANITARY SEWER RELOCATIONS WATER DETAILS SHEET X WATER TRANSMISSION GATE VALVE & VAULT (16' - 36") DETAIL 33 12 20—D127 SCA_E N'S, REUSED: "'-31-2D!2 'ARR:T 2. Do=lgn Env! lope ID: F834F3E3FSAB-4F47-9202.882A9EBBOC38 I� LNT � Yl e� 9NGo ••/ .� . LOUOTuoD o / Z v �. �P` RWwMfaRAR A . w. G / I 2I ^JiW CVT JIA1 yA}\ }\'y}y }y,} 1} } y r. dlTMNT TO C/U OR � x IM a uNc 1 rr\} r 4 y q}* k cu T1Ek uR[ 'n .P AN VCW PNOPO:EO CONCRCR��' PA4 CNT NOAIN PANCNCNT MR CClIGEIC �� CONRiR11CTNIN 1- 10 M. ULO ROAM PER ]O t] tYD511 �TINC PAML"N (T*P,i RAR 9ACN0 AND PANCNONT 1NICNN— t t]iDiC PANLNCxT ^OC POI CON FRAM[ AND OOY[A A; P0A ANC]ICNT 11R[NtDi NORM / S I ImcATCD IN 1M[ ORAVANW pRA10 AS WDCAM IN THE DRMMIC: / 0 SECTION VAFW NOTE. '. TNIS DETAIL TO DC IZED ONLY w M 9C111100 ON TNC ON—m Ix CDNRwAiION — PRO XD OR V—T IN TN[ ;ANC LOCATIDN. V— 2. MCADURDNCMT] ARE T ICAL FOR ALL S= Or NANNOIENALIT LID ASMIDLY. 1 roR —cm CTR;[2 —1 TU1I 10 TLARS Om. OIRRE aAxd duo RARwem, 1C[ MANHOLE LID ASSEMBLY EXISTING C A WINI T C INA11 DIRCC N 1ux NON Of .T DEYCND MANNIXL IN ALL DIKCTON� - CONCRETE PAVEMENT (FLAT TOP) A Cd1CRClC PANNC AIN.L BC P.MO yARI,TRT 33 05 13-DO13 SCALE N.T.S RETASED: DE-31-2DI2 -tNslDO ...........-. • �idininw or -• •+ P6AN"Ri6 C"ndY . �iLnw "� NMD • PG iCCi1DV ii u u . • • •. CI�LdO M J • • raPlrna r . �.r•R+R. RTNhi RmNar�RouxD .� is zcR+o i tN:wtn Np • . NOPEt�AA }tit oo-e�.m NotON 1" "" NOtt�-_lOMO�iD�R6�ll8 aAa � ourn�i' aN w ems; STANDARD CLEANING WYE FOR WATER DISTRIBUTION PIPE (12' AND SMALLER) DETAIL 33 04 40-D135 SCAB: N.T.S RETASm: C5--08-2013 \�CF 111+t zs •, � 87865 - IKv DY xedePrw Mtt I I Kimley»)Horn � mxaz. Tcxas Dopartmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET XI I ;�:'� rocw Nv Paws. w I r iRrr tOLE xN¢n uD- I T[NA: Tw TMRAM 2019 I ace I Dt 2TA I Docus!gn Envl !ope ID: F834E3E3•F5A8-0F47-S202.8B2ABE880C38 LIFTING BOX PLAN VIEW — FRAME AND COVER COVER PROFILE VIEW - COVER - OPENING - NOTES: 1. PROVIDE MINCED FRAME AND COVER WHERE INDICATED IN THE DRAWINGS AND ON DETAILS. 2. LIDS SHALL BE INTEGRALLY MARKED INDICATING -WATER-, -SANITARY SEWER'. OR 'STORM DRAIN' AS DESIGNATED ALONG WITH FORT WORTH LOGO PER SECTION 33 05 13, 3, ALL HINGED FRAMES AND COVERS SHALL REQUIRE A WATER -TIGHT GASKET. 4. FOR WATER AND SANITARY SEWER, ALL TYPES OF FRAMES SHALL ALLOW MINIMUM 30-INCH OPENING, UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. S, HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH CONNECTING LINES OF 24-INCHES AND HEATER. 6. HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH A RIM ELEVATION GREATER THAN 121NCHES ABOVE NATURAL GROUND. FRAME MET! PROFILE VIEW — FRAME IF UD IS IN PAVEMENT, ORIENT HINGE TOWARD ONCOMING TRAFFIC CONCRETE COLLAR AS REQUIRED PER MANHOLE FRAME COVER LID ASSEMBLY DETAILS COLLAR SHALL EXTEND r -✓��/%B', ,(n AT LEAST 3- MIN. BELDW MANHOLE TOP OUTS107 DIAMETER SHALL BE GREATER THAN OR EQUAL TD \� MAX, OUTSIDE DIAMETER OF FRAME AND LESS THAN OR EQUAL TO 1 OUTSIDE DIAMETER OF . MANHOLE CONE OR TOP INSIDE DIAMETER SHALL BE EQUAL TO INSIDE DIAMETER OF FRAME PLAN VIEW - GRADE RINGS MAXIMUM 3 GRADE RINGS ALLOWED IN TRAFFIC AREAS GRADE J ;a RINGS SHALL BE CONCRETE, - OTHERWISE HOPE VALE ALSO BE PERMITTED MANHOLE OR VAULT)1 r• , PER DRAWINGS ,•!',^�:� RAM -NEVI OR EQUIvALENT (TYP.) T • \. WATER -TIGHT HINGED MANHOLE FRAME, COVER AND GRADE RINGS DETAIL 33 05 13-DO08 SCALE: N.T.S. REVISED; OC-19-2013 •::•CARE .r."CeEiE." i ~87565.�- -' iRV m PoolrrFr+ arc I! KimlepoHorn ® OM4 Toxas Dapartmont or Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET XII I? E[ "-� I 5 KTI1L[ SN:CT)- 4u11 I ICX FTW TAplAIIT I �++ 2020 I 15GE DI 214 Docuslgn Emtope IC: P834E3E3-FSAB-4F47-9202-BBZA9EBBOC3B FILL WITH CLSM UNTIL ENTIRE .�♦ DIAMETER OF PIPE IS FILLED .`.i.�.*.*ram TO PREVENT INFILTRATION BACKFILL �•vev dvvvv. +� ... ACCEPTABLE \�0'0vv0vvV C�v^vcrc c' BACKFILL PER / vvovvav ♦•: ar♦II SECTION 33 05 10 v v v v vv '•c^or rrcrr•.. vvvvvovv rccrccvvcr. �/ vvvvvvv "cevreerrr.Ex:SnNC •vvvvvvvv rr.vcv accvr,- PIPE TO BE wvvvovv •ccvcc c•-<':: ABANDONED •veovavvvvrvrrarr— bvovvvov'•cccccr-cr: � / vvvvvvv`rc vcco-c rc.. vvvvvovvc`cc r c^r r_-i._ vav000vv �o r PLUG EXISTING PIPE BULKHEAD TO �12• TYP. WITH CLSIA PER RETAIN CISM SECTION 03 34 13 FIELD CUT AND REMOVE EXISTING PIPE AS NECESSARY PER SECTIONS POLYETHYLENE Y.'?, 'L4"11 / 33 11 11 CR 33 11 12 NOTE: ENCASEMENT PER '•T��•��:`y.. /\,/ 1• ABANDONMENT SHALL BE PER SECTION 02 41 14 SECTION 3J tt 11 , �"F 'l.� ♦/`/♦/�/�♦� 2 SURFACE REPAIR SHALL BE PER SECTIONS 32 01 \ !:•',�SMNC ".'1L� M1 i 17. 32 01 29 OR 32 14 16 DEPENDING ON , ACE ApWATER PRESSURE PLUC PER 02 41 14-0123 BLOCKING SHALL; PIPE ABANDONMENT PLUG APPLICABLESHALL BE A .N ACCEPTABLE ALTERNATIVE WHERE °N�DISTGR° ; ,-,°,'ar I DETAIL 02 41 14—D007 EARTH >�.[';:(:,1 SCALE N.T.S. REVISED: 9B31.2012 J>\� HORIZON7AL�\ • �. `• RETAINER GLAND BLOCKING PER ;/��.:::j. 33 11 DD-D130 ,- ��,. // ♦� ` 0007LE IRON MJ CAP PVC AND °F�,►i IRON DUCTILE t! I D �� N PL@N -�yy{�jy'`��i� PRESSURE PLUG ;, ,: , FIELD CUT AND REMOVE % ................. .• :✓ REMOVE. ��\ Y/ /♦ / NECESSARY PERSECTIONSi•-87685~� E)osrNC PIPE 33 f�j� . ^ �. /� 33 11 13 OR 11 14 \ y AS NECESSARY�yI AP. >/�+ BLOCKING SNALL�C�i "T'V~ I IRr 0�,[ BLOCKING SHALL' ` BE AGAINST K � ♦,,,! h 7, i BE AGAINST UNDISTURBED N UNDISTURBEDEARTH \� + A EARTHj (� KimleV»)Horn HDRRONTAL�\\C r, / • ISTi HORIZONTAL/- Fl ♦ ♦ WELDED BUTT STRAP, BUTT a�rR�xA+��� ,K,�s m•e+n BLOCKING PER / ^K,•. // WELD, JOINT HARNESS OR 33�11Nr 00-0130 K'. *•.�..:�T��/n C LUID FLANGE xITHDD 33 11 a0-o130('/`/ BUMPED',�♦�\ NEAR33UIIA13NORP33 11ER E 14� I ® 02024 PETROLATUM TAPE /��'' I t,-s Doportmcnt of TrrnspoRation 6 CPP STEEL PIPE AND CPP AND STFEL D_P FLANGED END PLUG PLAIN END ]-30 WATER &SANITARY PRESSURE PLUG, PRESSURE PLUG, SEWER RELOCATIONS NOTES: I. ALL ABANDONMENT SHALL BE PER SECTION 02 41 14. WATER DETAILS SHEET ::III 3 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 of 29 OR 32 14 16 DEPENDING ON EXISTING PVC, DUCTILE IRON, CONCRETE PRESSURE 3. CASTAIINN-PLACE CONCRETE SMLL BEEPSE SECTION AND BURIED STEEL PIPE PRESSURE PLUGS D3 30 00. 4. ALLOW CONCRETE BLOCKING TO CURE FOR 24 HOURS DETAIL 02 41 14"D123 I U::[ `®"�.os.� f PR10R TO PRESSURIZING WATER LINE. IY[ TITLE SHNE^I 02µ p SCALE: N.TS. REVISED: 06-31-2012 I r[x,u Frw 117.ANT .... - 1 2021 I IU48 51 2w 1 OQcucign Envelop* ID: F834E3E3•F5A&4F47-9202-BB2k9E88OC3B MIN. r� , CXANNELL ���� THERMOPLASTIC STAINLESS ENCLDSURE (SPH� r { STEEL VENT 1420) TO BE i I SEC ON 33SCREEN � MANHOLE FRAME AND - LOCATED MIN, 3G' I 1 SI 36 COVER AS PEOLIRED BY BEHIND CURB I I OCIAIL 0219. OHILNI L J_ IONCC TOWARD ONCOM14G \ / E---� TRAFFIC IF PLACED IN PAVEMENT. \ +. q ENCLOSURE EASE \-LOOSENCO %////// Y r . r SHALL BE DIRECT FLANGE BOLTS BREAKABLE �\:\y1 �Jj• F BURIED AND NOT OR BREAKABLE �s l--li-'- * ti LOCATED IN SIDEWALK GROUND ANGES AT LEVEL FLIT TOP PRCCAST - •••.n/ _ ___a..• f e t ♦ . . 4' 0 MANHOLE PEP �� �4'" �..;,:`.. � PIPE PENETRATKkI. DETAIL Y 37 SEE NGTE IC/20-D^-68 ,f.'I T ty. VENT PIPING SMALL BE VENT PIPE f. 4" MIN. 01 PIPE AND SECURE VALVE TO VAULT CONNECTION, �%+ WALL IMI GALVANIZED SEE NOTE B �� -. 1 ///33 1101 PER SECTIONS OR STAINLESS STEEL :_ •; I�i 33 71 70 AND 37 11 11 BRACKET BY GWNELL OR + LS-�{ 6� APPROVED EQUAL " " - MIN. 3" HIM. f GJ G1 RISING GRADE— NO -LEAD NOTES: " Y BRASS HAND 2' COMBINATON V 1. TOP VAULT SHALL PER MANHOLE ACCESS DETAILS }D AS INDICATED DCATED ON TIE RASNNGS. AHEEL VALVES AIR VALVE 2 ALL FITTINGS AND PIPING SHALL BE SIZED THE SAME AS J VALVE PER THE PUNS. EXCEPT VENT PIPING SHALL BE AS SHOWN UNLESS OTHERWISE SPEt2FED. • - ' f y' 12 _ • w,.. i� 71{ 12 3. MANHOLE FRAME AND COVER MAY BE CAST IN MANHOLE 1 TOP NHIERE VERTICAL REQUIREMENTS PREVENT THE USE OF RISER RINGS. 4. VAULTS SHALL ONLY BE PRE -CAST MANHOLES. �/�}�/"/% , t"_^• /, SECURE VALVE TO VAULT WALL WITH GALVANIZED OR UPIDISTJRBED ORS STAINLESS STEEL BRACKET BY GRINELL OR APPROVED COMPACTED EARTH MIN' EOAL / -COMPA IRDEL OR. e. VALVE SHALL BE CENTERED IN VAULT. THREADED NO -LEAD / COMPACTET EAHTn 7, PIPE PENETRATION THROUGH VAULT WALL SHALL BE SEALED BRASS TEE �� -/ SWNI7" MANHOLE WITH A NON -SHRINK EPOKY GROUT. THREADED NO -LEAD 24" BASE SHALL BL B. CONNECTION TO 4" DUCTILE IRON FLANGE WITH THREADED BRASS PIPING • PEINFORCED tVITH AB NO -LEAD BRASS PIPING, 2-2" PIPE UNIONS, AND 1-4' CORPORATION STOP (C.G. CRUSHED PC01 BARS a A• OCPV (TY�.) RLINO FLANGE MTH 2- THREADED TAP, THREAD PER SECTON J3 12 30 /, MMEEDMENT PER B. IF EMBEDMENT ALONG PIPELINE IS SAND. PROVIDE A FILTER } % SECTICN 33 G5 10 FABRIC BARRIER UPSTREAM AND DOWNSTREAM CF ROCK TAPPING PP.ADDLEDO.N.3J 12 � FOR LENGTH O° EMBEDMENT UNDER AIR VALVE VAULT. MANHOLE BASE. SEE NGTE 0 G POTABLE COMBINATION AIR VALVE ASSEMBLY -2-INCH VALVE DETAIL 33 12 30-D138M SCALE: N.T.S. REVISED; 0 105= P. t. RY n mGI1CH wrt Kimley*Horn as v-n Hti �. n Hr xA I.H r.w x r.0..Pf.n ® 02024 TaXas Doportmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET XIV I lI— IT TAPPANT 2022 I lose or xH DocusIgn Envelope ID: F834E3E3-FSAB-4F47-9202.882A9E88CC38 NOTES: 1. MANHOLE TOP SHALL BE PER MANHOLE LID ASSEMBLY DETAILS AS INDICATED IN THE DRAWINGS. 2_ FOR CAST -IN -PLACE MANHOLES. CURE FOR THREE DAYS BEFORE BAC%FlLLINC AROUND STRUCTURE 3. IF SOIL CONDITIONS OR GROUND WATER PREVENT USE OF COARSE AGGREGATE BASE A 2-INCH MUD SLAB MAY BE SUBSTITUTED. 4. CAST -IN -PLACE CONCRETE SHALL BE PER SECTOIN 03 30 00' 5. PRE -CAST JOINTS SHALL CONFORM TO ASTAI C47& S. UNLESS OTHERWISE INDICATED IN THE DRAWNCS, 4'0 MANHOLES SHALL BE USED FOR 21- AND SMALLER SANITARY SEWER UNES AND VO MANHOLES SHALL BE USED 24" UP TO 36' SANITARY SEWER UNES. 7. HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH CONNECTING UNES OF 24-INCHES AND GREATER. 8. HINGED UDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH A RIM ELEVATION GREATER THAN 12-INCHES ABOVE NATURAL GROUND. FRAME AND COVER AS INDICATED ON THE DRAWINGS OR AS REQURED PER NOTES 7 AND B CAST —IN —PLACE .�� - I •� 'MANHOLE UO •••+• •ASSETBLY, SEE .�'. •PROVIDE EXTERNAL ' ++� + A COATING IN ++ACCORDANCE WITH ACCEPTABLE'+ +^ASTM D4258 AND BACKFILL AROUND , ' A + D4250 MANHOLE (TYP.) PER SECTION 33 05 RUBBER GASKETS AT ALL PRECAST JOINTS ^ 5' M1N. FOR 4'. I g' M1N. .+++♦ S' IN. FON 5. 7' MIN. FOR 8'. AS INDICATED IN �I. THE DRAWINGS +++ s I APPLY INTERIOR + • + CORROSION ++^ PROTECTION IF REQ'D (TYP.) PER SECTION 33 39 60 PIPE CONNECTION IN• ACCORDANCE WITH• + ++e +•+�+ SECTION 33 39 20,+ ,i ` ...+•4^ + '! SLOPE BENCH - ' PIPE CONNECTION IN EMBEDMENT SHALL BE TOWARDS . ACCOkDANCE WITH SAME AS MAIN (TYP,) - DOWNSTREAM + SECTION 33 30 10 PER SECTION 33 O5 10 DIRECTION I GROUT AROUND ' + PROVIDE 3/4 I PIPE .� DEPTH INVERT PER 1\\ %12" MIN, A ADJUST GROUT INVERT ��\ I\�i•\ •i\ �^ 1 IE W/OFFSET TO MATCH PIPE 1(. q _ 6. FLaWLINE AS NEEDED MIN. MIN. I\��\I*•\��\�•. Q 9" J CRUSHED ROCR BELOW MIN. UNDISTURBED MANHOLE BASE (TYPJ EARTH PER SECTION 33 05 10 STANDARD MANHOLE DETAIL 33 39 10/20-D208 C SCALE: N.T.S. REVISED: 06-19-2013 21 VIA BI / TS• CHAMFER r ., l 'OF '." OHAMrQN (TV ✓ y (TTP•} FSIURFACESON4Y �LA�Aln1 .0 (NIMPRDUFO PAv[D AR[A� SURFAQ51 (RrCI wNPAV(D ABTA¢ A�MFD wAiER r.L LOCnnDNsl NOTE: 1. GATE VALVESBE CONR[E COLU BTYP CMFER {TY) W � RSUENT SET=. AROVOE 3• MIN. OF COVLR OVER RCNFONS. IH �....... ALL ARECiKIN:. 1 COLLARS 1,000 IF VALVE CPOEATWC NUT IS RETE_L PSI CONCRETE PER SECnON 03 30 00. AWWA TWD-PIECE MORE THAN 5 BELOW PAVEMCNT SURFACE, PROVIDE VALVEBOX CR APPROVLO COLAL DTENSION STEM TO 1' BELOW PAVEMENT SURFACE. a. ..USE RETAIN CR CLANGS rT FOR VALVE RESTRAaNT 4AI VF W.45• CHAMFER I y 2' SOUARE STOCK W/ I' DIA. HOLE ' ORIU.EO TROUGH i 1'. SOW R. STOOL I I vAwEs � 1 I I S j IA0, ZLE %1 Dallm THROUGH 7KSWARE TUEENGW/X Ii 2-ya 1I••� 1 4^'IA xA .�oN WATER DISTRIBUTION GATE VALVE & BOX (12" AND SMALLER) DETAIL 33 12 20-D126 SCALE: N.T.S. REVISED: DG-19-2C13 6Fy1+1/a/mx4 / 87685 NOTe 1. i' ROUND SCUD BAR J. 2' Sb`' ��P£ L' PER AGRA A-106-81. SAE 1020, 10'0. CCID GRAM OR —' ONGP. 2 -51 SOJARC iU.0, PER TREY A 0[aCSTw uit DRAWN A—I12—r SAE 10]0, COID DRAWN OR 7ETRR 1 ALL SHALL COMPLY 1 I EA NGO FOR PkOQDIIRE APPEAFUNCE FOR AND AND QUALITY CF Y.ilOS KimlepMorn ® 02024 ToJEas Doportmont of ironsportati0n 1-30 WATER & SANITARY SEWER RELOCATIONS WATER DETAILS SHEET XV 15[T. TITITLE cH.C,I «' I30� Tc"Z. IT. I a.NRxIT _•••• d 2023 I taLfl Dt 1 2N Docu:lgn Envelope ID: F834E3E3-FSA8-6F47-9202-892A9EB80C53 OO.Q mNlnax awT Will Ryracs ao,ulr. YANYW mANSlpx .INM MJ CONNECTION WTH ANCHOR TEE "sAaN swA z +F . WDM Mr socrYul. OR ANCHOR COUPLING FOR DUCTILE EXISTING OR SIDEWALK r � w ,e, y, I y I I=mwew—T.1n IRON OR PVC PIPE WATER MAIN PROPOSEDOS_ i' -11 �/ / LEHYDRANT LEAD LNE (Hirt W W REST Borrow /� OR OP)�///� � cK`�'`xT .c an <ATLN .s � \ r,. ,.' � `✓ � � •-� '- •' ' REINFORCED CONf:RFTx GInFWAI K \ RETAINPER PAVEMENT OR HORIZONTAL ram.--- — / CLANG OTHER SURFACE THRUST p sN¢ arr scar. f FIRE BLOCKING PER xNF V Wx6 To R +" WATER MAIN HYDRANT 33 11 00-D130 WIFuc yuun ac"uo°m. PLAN VIEW HORIZONTAL BLOCKING 3'-0' FROM BACK •T-" i I T'•i' �m T PER 33 it 00-D130 �OF CURB (MAX. 9') w or.Ki � s.• gloom IIwNF SET FIRE or ac uueuW HYDRANT 1� e• MIN, PLUMB EE(PAM InN .1nINT AFTAII WATTERER WAW SAME AS -�— MPER BREAKER RING r na SESECTION33ON 33 OS 10 W/BREAKER SiENEXISTINC OR 31-5. MIN. ' I PROPOSED CURB 7-0" MAX. , rl au.a flar[ PAVEMENT DR - - - IIGI411 OTHER SURFACE {{��,� I•'. \ .` �/ A oN1a a Tr `co -..ma s.• oa `C•-' ECTION NEW /•::: S ann urcN w A. A K T TO CURB �'/ �.:w .•��{^„�. ••�',4��+^,a:.:.;^^�,�•,>. �' MINIMUM 0.3 C.Y. CRUSHED RO HORIZONTAL - AROUND BASE, DOANOT ram. COVER WEEP HOLE rI ;a[w.u4 u rI NG PER r/�,�F _ y ' HORIZONTAL BLOCKING BLOCKITNRUS7 1 00 NIL-Ik�lkA l 11kd1kHl Cy.!! 3.3 11 00-0130 y •; /�1 i Y \ r�\/ \ \r W \/'jxti` � • / PER 33 1-0130 • Y1a �I 4 " 6- FIRE HYDRANT LEAQ ,� CONCRETE REST 2 WATER MAIN LINE (PVC OR DP) 12N12'r6' aF:.. �an.00 To soY�rr MJ ANCHOR TEE OR SAND EMBEDMENT PER SECTION VIEW MJ AN010R COUPLING SECTION 33 OS 10 RETAINER nD w ! K 6 RETAINER GLAND 3 6" NJ GATE VALVE GLAND PER 33 12 20-D126 NOTE: FL FVATION VIEW 1. DO NOT LOCATE FIRE HYDRANT IN SIDEWALK. 2. PROVIDE FOUR (4) FOOT CLEARANCE AROUND FIRE - HYDRANT. J. EXIENSON SECTIONS MAY BE USED AS REQUIRED AND INS'ALLED AS PER MANUFACTURER'S INSTRUCTIONS. 4. FOR CONCRETE PRESSURE PIPE OR BURIED STEEL PIPE. PROVIDE AN ISOLATION KIT AND WA% PETROLATUM TAPE COATING PER SECTION 33 D4 10 AND FL�MJ GATE VALVE, STANDARD FIRE HYDRANT (STRAIGHT) DETAIL 33 12 40-D120 SCA'.i06-28-20— NOTES. 1, SIDEWALK PAID PER SQUARE FOOTAGE OF WALKWAY. 2 RETAINING WALL PAID PER SQUARE FOOTAGE OF WALL FACE 3. THICKENED EDGE UNDER SIDEWALK AND RETAINING WALL IS SUBSIDIARY TO SIDEWALK AND WALL. RESPECTIVELY. SIDEWALK DETAILS DETAIL 32 13 20-D546 SCALE: N.'.s. REVISED: 06-10-2022 �11j1j/22�+m+ t 1 I r / r �CARL T DEZlE �........ 876 V&5....... ila L n uTc I I Kimley>>>Horn 02024 Texas Department orTronspodation I-30 WATER & SANITARY SEWER RELOCATIONS I WATER DETAILS SHEET XVI I 6 ISf[ IITLL WiR1 ❑0 I TOAAS FTW TA7 .. s 2024 +oea m TIA Doeusfgn Envelope ID: F834E3E3-F5A8-4F47-9202-882A9ESSOC38 REFER TO SURFACE REDAIR SHEETS 4' COMBINATION AIR VALVE ASSEMBLY CATMODIC PROTErnON TEST STATION RE: CATHODIC PROTECRON ELEV. - 781.7 (APROY) RE: D139 SCHEDULE BACKFILL RE: EBP 003 1 CONTRACTOR SHALL REMOVE MIN ID'OF .::.. ., •. .. SHAFT SUPPORTSYSTEM FLFV.778.7 4" COMBINATION AIR VALVEASSEMBLY RE: ❑139 29" WATER LINE V °MBEDMENT I / y' Z4"X24"TEE RE: ESP 003 1 CLSM BACKFILL PLACED IN MAXIMUM 5-FT LIFTS RF SPEC �J IFIr' 1� 33 05 10/03 3413 24" WATER LINE III ig - l UNDISTURBED _EARTH APPROX. 20' DU. RECEIVING SHAFT LT •, L J I� I-.' ... - - �,' CLSM BACKFILL MAXIMUM SPEC ` I S C I J�u 33 05 10/03 34 13 L I _ . •,1 ' = SHAFT WALL RE: SPEC 33 05 41 CONCRETE 1 - _ TUNNEL LINER PLATE THRUST _ INSTALL 24" WATER CARRIER PIPE BLOCK 3000 I RE: D107, D2018, R D109 I PSI MIN. FLAT TOP MANHOLE RE: D20B VENT PIPING AND ENCLOSURE LOCATFII 1' BEHIND SIDEWALK VERTICAL JACKMG SHAFT PPMG PLAN VIEW UPPER SCALE: 1"-8' ELEV. - 726.3 _I _ _ ; t �• �''.''' *•. ;'••�;'1�:: •I., _I_�, I CONCRE BLOCK . I BLOCK 30D0 PSIMIN. N. �T I I -1-, "".I-�I���.�L.I�r.�-,i�u�• • I� i• I • -I I I-Ill=1 l L��T1.I WORKING SLAB RE: SPEC 33 05 41 24IM4"TEE VERTICAL JACKM SHAFT PPMG SECTION A -A STA. 2+89 SCALE: 1"-5' VERTICAL JACKMG SHAFT PPW PLAN VIEW LOWER SCALE: 1'-8' SHAFT WALL m \UW WALL 209E1j21j/a7'°:' ./ / CARL T. CEZEE � 67865 yr e: II av ev ocangrl � wtt I KimleyA Horn T-t0 02024 s Dopartmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER LINE INSTALLATION IN NORTH ACCESS SHAFT _� I "� I:cc Tlnc sKno �•• I .nAsIT.IMOANT I 2025 Doe 7 2H Oecuslgn Envelope 10: FS34E3r3 5A8-4F47-9202-8B2ASESBOC3B REFER TO SURFACE REPAIR SHEETS CATHODIC PROTECTION TEST STATION 4" COMBINATION AIR RE: CATHODIC PROTECTION VALVE ASSEMBLY SCHEDULE RE D139 EI EV, - 78D.0 WROX) OONTRACTOR SHALL -- ' - RE: EBP 003 REMOVE MIN 30. OF SHAFT SUPPORT SYSTEM L. ELEV. 766.9 24")Q4"TEE -_ EMBEDMENT STI�TI I -III' RE ESP 003 CLSM EACKFILL PLACED IN MAXIMUM 5-FT LIFTS RE: SPEC -,• 33 05 10/03 3413 r- - r 24- WATER LINE �! a9 UNDISTURBEDEARTH T1= APPROX. 20' DLL. RECEIVING SHAFT J T= T� 1 • , I I ICI CLSMBACKFILL MAXIMUM 5 FT LOTS T I RE: SPEC SHAFT WALL 33 05 10j03 34 13 y RE: SPEC 330541. LIT x TUNNEL LINER PLATE I I ; . _ INSTALL 24• WATER CONCRETE CARRIER PIPE — THRUST R RE: D107, D20I : ;BLOCK 01 0309 I ...- - PSI MIN.. p WORKING SUB R RE SPEC 33 CS 41 z4�¢4" rre VERTICAL RECEJVM SHAFT PING SECTION B-B y STA. 7+90 SCALE: 1-=8' RECEIVING VENT PIPING AND ENCLOSURE LOCATED 1' BEHIND SIDEWALK 4" COMBINATION AIR VALVE ASSEMBLY RE: D139 24" WATER LINE 1 FLAT TOP PRECAST MANHOLE RE: D208 VERTICAL RECEIVWG SHAFT PPNG = PLAN VIEW UPPER Q SCALE: 1--T VERTICAL RECE VM SHAFT PP NG PLAN VIEW LOWER SCALE: =S' OF 07685 C I,ev m I ocso,.rv+ w,e I Kimley*Horn �a, ae.ntuAn�.w,w» rsTm .v�wn ® CD2024 -orts Dopartmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS WATER LINE INSTALLATION IN SOUTH ACCESS SHAFT E`` 1W�AS riM Tut ANT I 12026 ODeuslgn Envr'opc IO: F834E3E3•FSAB-4F47-9202-862A9E880C38 L 11 \ \ \ \ \\ uiLLE N FEET 4,405 SY�OF 4• TOnX AND SIID w �. j t✓II - \ \ \ . r. �.�.• : .• \ \ \ \ {. \ + \ LEGEND a sa ` �• •.•••;.�::: • .-.•••.;• •• TOP • 4 1 \ AND SEEDING 1 \ :'. ' ' • • .'.•... ii r .': ' ' :•.':::....'4'.'.. '• . T:.•.-:'.'.'.•.' \ 1 ® \ ® OUT k RESTORE CONCRETE PAVEMENT'.�• . 'Y'. . I•. 4' N .T. _ CO CR ElE SID EWAU( •:'J�• - FILL U YANNO{t COWL CiIXiT i. }. �`•'. fY1 4AVRp{ AVD RPlA2 PAW. 1111 1. n. a' I a ze s v 4VT! COHOKS PAYLpi : \ IIL- I 4 CF a c u w \1 � 1 1 1 1 - I 1 ! • �'""sue ^y— B)885 - — 4w zo' x :n 1— 21", ------- zp-- co^ 19 e CHAPIM CAM KAKimley»> Horn trd � r1 �- ••- — J15 SY Y Cut a 124TpIK - ,,ti \ a �_ O@ML PAYEMONT ��T6wR�� sa xwn q�yR 10 li OF 0 41R0 AND tlITR7l+IIEPAM ® 02024 7oxasDoportmontof7ronsportntion -- -__—_ IZYOrSMWAIYRM — — �, I WATER &SANITARY � SEWER RELOCATIONS ' -- n sY or 4. lopuc m stmNc I SURFACE REPAIR PLAN I a CHAPEL CREEK 8LVD-NORTH OF 130 e �,CZ Tm= v+ttna4 SURFACE REPAIR PLAN 1 Il J 1 iCRAS 1 FiW I T.iq.Wl I wA I cw t 2t127 Oocuslgn Enve opo ID: F834E3E3-FSA84F47-9202-8B2A8E88OC38 SS 5 LAST CHAPEL DR - SOUTH OF 140 SURFACE REPAIR PLAN CKAvEL O&K EWo 1 CHAPEL CREEK BLVD -SOUTH OF 1.30 SURFACE REPAIR PLAN o zD w �CRIE IN FEET LEGEND 4' TOPSOIL AND SE DMO ® CVT R NESTORE CONCRETE PAVEMENT 4' CONCRETE MEWALK OF o`?§ .M r o.IL I I I Kimley>>)Horn 02D24 Texas Department of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS SURFACE REPAIR PLAN u I � I oe i 117171 �IEETI L)0� 1 �w I 2D28 rose oO 1 Docuslgn Emolopo ID: F834E3E3-F5AB-4F47.9202-BB2ASE88003B �w b I�OIC�F.r RD tmwcle IANK) ulj I I� S I I 1 I x n Ii -X- r.-- AM 1 sr or 4' T9►6w�a J ■ _ INTERSECTION OF SOUTHVIEW RD AND MIDDLEVIEW RD SURFACE REPAIR PLAN O ZO 40 SCALE IN FEET LEGEND 4- TOPSOIL AND SEFDINO ® TRENCH REPAIR ® WLL AND ASPRALT REPAIR Kimley>>> Horn @ZDZ4 Texas Oepartmant of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS SURFACE REPAIR PLAN III �e mcc TER[ sNcrn I uo6 I � TIM fTw TutR/wT 1 0 12029 Ioee 7 I 7. 1 Docuslgn Er o po ID; F834E3E3-F5AS-4F47-9202-862ABEBSOC30 0 20 40 SCALE N FEET 4C, / sc\�\ \�\ 1\ LEGEND ',`� \ TEMPORARY SEDIMENT l / i / / r •, ` \ \ \• CONTROL FENCE — \ \\ r BIODEG CO L. LOG AT CURB INLET CCOONSMUC 1ON FLOW ARROW ` \ / / �' I \ / / ` �� rn _ _tp_ C \ WE aw �w•w 1. - --- --'-- - - �- ON 1p 77— CHAPEL CREEK BLVD-NORTH OF I-30 EROSION CONTROL PLAN .. r OF ..•••••• d7585 I v I Kimlep Horn Y Owr�. w•R 1M w�.I� nw� w•��II 0 0202n Toxas Dopartmont of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS EROSION CONTROL PLAN I o� aEx rrtLL Tc— rTw TNNAVT o 2030 ooa 7 — 1 Omsign Smolope ID: F834E3E3•FSA8AF47.9202•BB2A9EB80C3B ro SCALE IN FEET co i ss LEGEND 1 5C TEMPORARY SEDIMENT CONTROL FENCE ` SIEG CTRL LLOC AT CURBOINLET (B-) / � Flow ARROW LAST CHAPEL DR -SOUTH OF 1.30 EROSION CONTROL PLAN f.OF`n'ra — ow I IP 87Ea5 _' L L IrZ Kimley»)Horn Department of Transportation I-30 WATER SEWERRELOCATISANITARY RELOCATIONS i EROSION CONTROL PLAN 11 e6 lSCC TRLE SNLLTY L,0 CHAPEL CREELS 8LV0 •SOUTH OF 130 EROSION CONTROL PLAN TcX FTw MFYT .a I 2031 c +oea I m I _w I Docuslgn Envobpa ID: F$34E3E3-F5A8 4F47.9262.882A9E880C36 INTERSECTION OF $OUTHVIEW RD AND MIDDLEVIEW RD EROSION CONTROL PLAN 0 ,_ r 20 40 SCALE IN FEET LEGEND SC TEMPORARY SEDIMENT CONTROL FENCE --► FLOW ARRCW i Kimley»)Horn � mzez+ Texas Department of Transporiatfan 1-30 WATER & SANITARY SEWER RELOCATIONS EROSION CONTROL PLAN 11 ae csEE nr.E sNEen I iw TE— F'nw T.RRMT I .� 2032 �ooe I or I _r. I DocUG gD Envolopc ID: F834E3E3-F5AB-0F47-92C2-8B2A9FSBDC38 R C C Pea 1112 2M10126 (I �� PDIAL OIAOC I1 • � �j////jj Na 2 AWG. STRANDED (TIPPER THHN INSLItATION BOND WUMS , . - AWK . I THMMRC BRAZED CONNECTIONS (TYP. 4 PLACES) PER 3104 100142 NOTE: 1. ROND WIRES SILQL BE PLACED A MINIMUM OF V APART. ELECTRICAL BONDING ACROSS VALVE BONDING WIRES, 02 AWGf NHN INSULATION TNa1MTE BRAZED CONNECTIONS ". 4 PLACES) / PER 31 D4 10-DI42 PIPE PIPE �( NOTE: 1. BON WIRES S WI BE PLACID A MINIMUM OF T APART. BELL AND SPIGOT BONDING RLTIOR PIPELINE COATING, FIE PIPE TO WONT METAL AND DRY ANY MOISTURE WTIM A TOWEL r� % STEP 1 NOD YrELDER FIRMLY IN PLACE WHILE MA%1NG NNECRON APPLY SPmARX GUN ygl�R AWAY FROM OPERATOR STEP 3 STOP RWII KTIOM FROM WIRE C SEC Will! N. 11 _ STEP 2 STEP 4 f' NANOLL REMOVE SLAC WITH IwAMER STARTING POWDER WO®mPPIR WBIC , — STEP.5 PIPE INSERT NOTES: I. WHEN tt4 SOLID TO STRANDED TO*10 SOLID WIRE IS USED, IT WELL BE NECESiWID INSTALL A COPPERSLEEYE OF ADEQUATE SIZE OVER GORE SECTION OF WIRE BEFORE CONNECTION IS ATTEMPTED, 2. TIERMETE BRAZED PROCEDURES SIMDAR FOR'L' BIACRtTS. 3. REPAIR ALL DAMAGETO COATING AND LINING IN ACCORDANCE WITH MANLFACTURERS RECOM ENDATOtS THERMITE BRAZED CONNECTION DETAIL SMEC, PLLC oI.s NMow T.c 0 G.x, P4 4a. 1J ]f�Ne� DKC IBEeg ty. LLC 4P=24 U2.'tl^.R24 Z Kimley»)Horn Texes Dspsr&ywt of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS CORROSION CONTROL DETAILS I CIV fMIRANT ^••••• 2033 IDI'J{ DI n� Docuslgn Ervolopo ID: F834E3E3-F5AB-4F47.9202.892A9E88OC3B LYTHERM FILLER STRIP 1/8" RADIUS 1 1/8" RADIUS T-10 GA. T NOTES: 1. STEEL BONDING CLIP: MATERIAL SPECIFICATION ----- ASTM A36 (COMMERCIAL QUALITY) CUT LENGTH ------------ 2 1/2" t 1/16" WIDTH----------------- 1 1/4- t 1/16" 2. LYTHERM FILLER STRIP TO BE 1" 1r 1 1/2" WIDE TO OVERLAP SIDES OF CLIP. 3. CRIMP JUMPER OVER FILLER AT "A" TO COMPRESS FILLER CLOSE AT PT. A" AS MUCH AS POSSIBLE WITHOUT CUTTING FILLER PAD. 4. BONDING CLIP TO BE INSTALLED IN THE INTERIOR OF PIPE FOR DIAMETERS LARGER THAN 30. FOR 30- AND SMALLER, BONDING CLIP IS TO BE INSTALLED ON EXTERIOR OF PIPE. 5. ARRANGE BONDING CLIPS ON TOP OF PIPE. 12 INCHES APART. 6, THREE REQUIRED PER J01NT (TYPICAL). CSTEEL BONDING CLIP SIZED BELL RING NON —SHRINK GROUT, APPLIED IN FIELD RUBBER CASKET I - 3—BONDING CLIPS .. REQUIRED PER JOINT,�� SEE INSERT "A" ' . •' .• : " „ - . •.� �°�• •(( - FULL FILLET WELDS AT PLANT FULL FILLET WELDS AT PLANT • .' e. q " } •. SIZED SPIGOT RING J L NON —SHRINK GROUT CARNEIGE SHAPE PLACED IN FIELD 1/2 CLEAR OF PIPE O.D. / AS REQUIRED R, n BONDED JOINT —LINED CYLINDER PIPE 1' NON —SHRINK GRCUT PLACED IN FIELD AFTER CONNECTION TOP rY HAS BEEN MADE 1 2"3 PIPE EXTERIOR I END VIEW NOTE: TYPICALLY THREE REQUIRED PER JOINT C'L BRACKET B DETAIL STEEL CYLINDER/STEEL PIPE 3/16 V CEMENT MORTAR LINING Test Station Table Water Line I OuantitV of Anodes TS Number Ll A Station Steel DIP CCP Isolation & Anode Test Station 1+85 2 4 4 ITS2 CasingTest Station 3+02 0 0 0 ITS3 Casigy Test Station 7+81 0 0 0 ITS4 Isolation & Anode Test Station 9+12 2 2 2 BMEC,PLLC uwa. rec ec..m ru / 1DKCrI.,.n; r,u AL.LLC r...+......nar.o I. �•�`,t Y��wp KimlepMorn a Gn::L:L,Unii 11. 'wl•�N0.�.ny�n. L lefa: et>-.1A-ef>> Af7 as Department or Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS CORROSION CONTROL DETAILS 11 "6 (gE 11 TIC SHCET] w•••O.. t[aw', GtW i.rypµi e 2034 IOetl Oi I 2;• Docuslgn Swolopo ID: F834E3E3.FSAS-4F47.9202-BB2A9E88OC3B NOTE: ALL TEST STATIONS HAVE 7 TERMINALS S DETAIL ONLY SHOWS TERMINAWHICH ARE BEING USED FOR THIS TYPE OF TEST STATION B C MACHINE SCREWS, T& B STA-KON TERMINAL O Q O WASHER. AND HEX CONNECTOR PCIO-14 NUTS 0YP, a PLACES) LEXAN A 0 TERMINAL SCARD O8 AWC 81ACK 06 AWC WHITE (UNPROTECTED OR (PROTECTED OR EXISTING PIPELINE) NEW PIPELINE) 012 AWC BUCK 012 AWC WHITE (UNPROTECTED OR (PROTECTED OR EXISTING PIPELINE) � NEW PIPELINE) A DETAIL TERMINAL PANEL #14 AWG HMWPE .067 INSULATON (BLUE) WIRE NYLON CABLE TIE / BENTONITE/COPPERSULFATE I - THIXOTROPIC GEL PIPELINE I 50% BENTONITE 1 50% PLATING GRADE COPPER SULFATE CRYSTALS G-<aI I GELLED WITH COPPER SULFATE I �O, I SATURATED DCONIZED WATER : O i i I i 1 MICRO PORE GEOTEXTILE --- FILTRATION BAG CAST IRON UD MARKED CONCRETE COLLAR Cp-TESr" PER 33 12 20-DI26 NAL GRADE TERMINAL PANEL, SEE DETAIL�,"A' �DONCRETEIVALVE BOX. S" OF CRUSHED ROCK 10.25"I 12" DEEP. 5 PER SECTION 33 05 10 (INSIDE DIMENSIONS) NOTE: F 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW " REMOVAL OF TERMINAL PANEL FROM VALVE BOX. 2- O12 AWC SHALL BE SOLID SINGLE CONDUCTOR WIRE. t 3. O6 AWC SHALL BE STRANDED SINGLE CONDUCTOR WIRE, 9 L A /] ',\ THERMITE BRAZED CONNECTIONS (TYP. 41/ PULES) PER L PER 31 Oa 7D-07a2 y UtIR70TECTED OR EXISTING PIPELINE I ON PROTECTED OR NEW PIPELINE ,•( 4 MANGE, PER 3J Oa 0-D10-D _ PER la6 ISOLATION TEST STATION TEST STATION F/-� FINAL GRADE `l REFERENCE ELECTRODE INSTALLED AT PIPELINE CENTERLINE DEPTH (6" MIN. FROM PIPE) TYP. MIN. PERMANENT REFERENCE CELL ELECTRODE INSTALLATION NOTE: ALL TEST STATIONS HAVE 7 TERMINALS DETAIL ONLY SHOWS TERMINALS WHICH ARE BEING USED FOR THIS TYPE OF TEST STATION I A 0 MACHINE SCREWS. T & R STA-KON O 0 WASHER, AND HEX TERMINAL CONNECTOR NUTS OLIO-14 (TYP. A PLACES) OO TERMMNAL BOARD 012 Awc WHITE e H12 AWG YELLOW (PRorEcrEo PIPELINE) — O O (CASING) 112 AWG WHITE j12 AWC YELLOW (PROTECTED PIPELINE) (CASING) �F- 1 1-17 CAST IRON LID MARKED %� DETAIL CONCRETE COLLAR CP-TEST" u TERMINAL PANEL PER 33 12 20-0126 GRADE TERMINAL PANEL, SEE yO�E'TN "A TDOINGO,21 ETE VALVE BOX, 3" OF CRUSHED ROCK_ 10.25"6 X 12" DEEP, PER SECTION 33 OS 10 (INSIDE DIMENSIONS) NOTE: 1. PROVIDE SUFFICIENT SUCK IN CABLES TO ALLOW REMOVAL OF 012 AWC TW SOLID TERMINAL PANEL FROM VALVE BOX. SINGLE CONDUCTOR WIRE WHITE TW INSUUTIC]N YELLOW iW INSUUTON THERMITE BRAZED CONNECTIONS 31 04 10-0142 G D T A � CASING PIPE li III CASED CROSSING TEST STATION SMEC, PLLC N C,JIt xul.�I�. o� I. .,M I m 1I,•]CN %�n n 09C IMetrIM. ILC �r.r,... L�N( i� nNn•T.I ev: a,v �,,nuno 4423 O24 arnpf nAw Kimley>))Horn rTe as Department of Transportation I-30 WATER & SANITARY SEWER RELOCATIONS CORROSION CONTROL DETAILS III Docusigr Ervolopc ID: F834E3E3-FSAB-4F47-9202.882A9E68OC38 CAST IRON LID MARKED CONCRETE COLLAR PER 33 12 20-0126 CP-TEST• �--FINAL GRADE TERMINAL PANEL SEE DETAIL 'A' CONCRETE VALVE BOX. 3' OF CRUSHED ROCK PER SECTION 33 05 1C �1025'd F 12' DEEP, (INSIDE DIMENSIONS) 0.01 OHM WIRE SHUNT E MACHINE SCREWS, T & B STA-KON TERMINAL WASHER, AND HEX CONNECTOR P'CIO-14 —. NUTS (TYP. 5 PLACES) A LEXAN TERMINAL tD 012 AWC WHITE 0 BOARD (PROTECTED PIPELINE) O N(PROTECTED WHITE PIPELINE) ® p8 AWC COLLECTOR CABLE _ #14 AWC BLUE _ BLACK (LOOP) (REFERENCE CELL) f I I I I ALL TEST STATIONS HAVE 7 TERMINALS. AS AWC COLLECTORfzA BLACK /� TNERMrtE BRAZED CONNECTIONS (T'(P. 2 PLACES) PER 31 04 10-0142 B SIZE. MATERIAL AND OUANTITY Cu/Cu504 ODES REFERENCE CELL ANNOTE: ( 1, PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW AS SPECIFIED) INSTALLED VERTICALLY REMOVAL OF TERMINAL PANEL FROM VALVE BOX. WITH TOP OF ANODE EQUAL TO TOP OF PIPELINE AT A MINIMUM OF 10' FROM PiP UNE MAGNESIUM ANODE INSTALLATION TEST STATION MANHOLE �'^'b: r ANODE TEST STATION NEW WATER LINE -r— pB AWG COLLECTOR CABLE (LOOP) 10IFT IN 1' SCH. 40 PVC CONDUIT FROM (MIN.) WATER LINE TO FIRST ANODE Y8 AWG/HMWPE ANODE COLLECTOR CABLE NOTES: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. 2. ANODES TO BE INSTALLED IN A VERTICAL POSITION WITH THE TOP OF THE ANODE EVEN WITH THE TOP OF 771E PIPELINE AND AT A MINIMUM 1CFT FROM PIPELINE. DETAIL ONLY SHOWS TERMINALS BEING OA DETAIL USED IN THIS APPLICATION. TERMINAL PANEL BURIED YELLOW WARNING TAPE (3- WIDE) THAT READ$ 'CAUTION BURIED CATHODIC PROTECTION CABLES BELOW' FINAL GRADE , 1 18. I 24• LOOPED X8 AWC/HMWPE HEADER CABLE. INSTALL I 3fi' 2 LOOP 12- BELOW CABLE 2 WITH ANOTHER CONNECTION. ANODE LEAD TO HEADER CABLE SPLICE #12 AWC ANODE LEAD WIRC PREPACKAGED 40 I.B. 05 HIGH POTENTIAL MAGNESIUM ANODE / SPECIAL BACKFILL�'% CLOTH BAG ANODE INSTALLATION PLAN — 8'P — G SECTION BMEC, PLLC ut G.YI I+d .Niw�N.OK )na); OKt In[grlq, llC (� nLlaol svxL.sr 421 4230N 9 57 7i Kimley*Horn Kn w.r :4 u.0 II, s,na�w w rn elro.n. T. Ts�o: e�>-aaa-u>> ZTexa s Department OfTronspodsdon 1-30 WATER & SANITARY SEWER RELOCATIONS CORROSION CONTROL DETAILS IV (SEE TIRE SHCET7- 2036 Occusign Envdopo 10: F834E3E3-F5A8-4F47-9202-BB2A9E880C3B SEQUENCE OF CONSTRUCTION eBASE 1 - SHAFT NORTH OF WE5,DOUND FRONTAGE ROAD 1. INSTALL ALTERNATE ROUTE PHASE i SIGNS. 2 MPLEMENT ALTERNATE ROUTE PHASE 1. 3. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AND WARNING SIGNS. (SEE NOTE 1) 4. MAINTAIN TWO WAY TRAFFIC ON CHAPEL CREEK BOULEVARD AT ALL TIMES. S. LOCATE EXISTING UTILITIES AND IDENTIFY POTENTIAL CONFLICTS. NOTIFY ENGINEER IN CASE OF C0NFIICTS. 6. CONSTRUCT VERTICAL JACKING SHAFT AND HORIZONTAL TUNNEL PER THE WATERLINE PLAN AND PROFILE SHEETS. PHASE 2.1 - SHAFT SOUTH OF EASTBOUND FRONTAGE ROAD 1. CONTINUE TO IMPLEMENT ALTERNATE ROUTE PHASE 1. 2 INSTALL ALTERNATE ROUTE PHASE 2 SIGNS. 3. IMPLEMENT ALTERNATE ROUTE PHASE 2- 4. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AND WARNING SIGNS. (SEE NOTE 1) 5. MAINTAIN TWO WAY TRAFFIC ON CHAPEL CREEK BOULEVARD AT ALL TIMES. 6. LOCATE EXISTING UTILITIES AND IDENTIFY POTENTIAL CONFLICTS. NOTIFY ENGINEER IN CASE OF CONFLICTS. 7. CONSTRUCT VERTICAL RECEIVING SHAFT AND HORIZONTAL TUNNEL PER THE WATERLINE PLAN AND PROFILE SHEETS. 8. CONSTRUCT PROPOSED UTILITY IMPROVEMENTS PER THE WATERLINE PLAN AND PROFILE SHEETS. PHASE 2.2 - NORTH AIR RELEASE VALVE VENT PIPING, 1. INSTALL TEMPORARY ONE -LANE CLOSURE TRAFFIC CONTROL DEVICES AND WARNING SIGNS. (SEE NOTE 1) 2. MAINTAIN SOUTHBOUND TRAFFIC ON CHAPEL CREEK BOULEVARD AT ALL TIMES. 3. CONSTRUCT PROPOSED AIR RELEASE VALVE VENT PIPING PER THE WATERLINE PLAN AND PROFILE SHEETS. 4. CONSTRUCT PROPOSED CONCRETE PAVEMENT REPAIRS PER THE SURFACE REPAIR SHEETS. 5. INSTALL PERMANENT PAVEMENT MARKINGS. 6. REMOVE CHANNELIZATION DEVICES. 1. INSTALL TEMPORARY ONE -LANE CLOSURE TRAFFIC CONTROL DEVICES AND WARNING SIGNS. (SEE NOTE 1) 2 MAINTAIN NORTHBOUND TRAFFIC ON CHAPEL CREEK BOULEVARD AT ALL TIMES. 3. CONSTRUCT PROPOSED AIR RELEASE VALVE VENT PIPING PER THE WATERLINE PLAN AND PROFILE SHEETS. 4. CONSTRUCT PROPOSED CONCRETE PAVEMENT REPAIRS PER THE SURFACE REPAIR SHEETS 5. INSTALL PERMANENT PAVEMENT MARKINGS. 6. REMOVE CHANNELIZATION DEVICES. PHASE 2.4 - SOUTH 24" WATER LINE TIE-IN 1. INSTALL TEMPORARY ONE -LANE CLOSURE TRAFFIC CONTROL DEVICES AND WARNING SIGNS. (SEE NOTE 1) 2, MAINTAIN NORTHBOUND TRAFFIC ON CHAPEL CREEK BOULEVARD AT ALL TIMES. 3. LOCATE EXISTING UTILITIES AND IDENTIFY POTENTIAL CONFLICTS. NOTIFY ENGINEER IN CASE OF CONFLICTS. 4. CONSTRUCT PROPOSED UTILITY IMPROVEMENTS PER THE WATERLINE PLAN AND PROFILE SHEETS. S. COMPLETE WATER LINE TIE-IN (NORTH AND SOUTH) CONCURRENTLY. 6. CONSTRUCT PROPOSED CONCRETE PAVEMENT REPAIRS PER THE SURFACE REPAIR SHEETS. 7. INSTALL PERMANENT PAVEMENT MARKINGS. 8. REMOVE CHANNELIZATION DEVICES. PHASE 2.5 - COMPI FTION OF WATER LINE A 1. CONSTRUCT PROPOSED CONCRETE PAVEMENT REPAIRS PER THE SURFACE REPAIR SHEETS. 2 INSTALL PERMANENT PAVEMENT MARKINGS. 3. REMOVE CHANNE11ZA71ON DEVICES, 4. REMOVE ALTERNATE ROUTE PHASE 1 AND 2 SIGNS. PHAEF 7.6 - FIRST CHAPEL DRIVE FIRE HYDRANT 1. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AND WARNING SIGNS. (SEE NOTE 1) 2 MAINTAIN TWO WAY TRAFFIC ON FIRST CHAPEL DRIVE AT ALL TIMES. 3. LOCATE EXISTING UTILITIES AND IDENTIFY POTENTIAL CONFLICTS. NOTIFY ENGINEER IN CASE OF CONFLICTS 4. CONSTRUCT PROPOSED UTILITY IMPROVEMENTS PER THE WATERLINE PLAN AND PROFILE SHEETS. 5. CONSTRUCT PROPOSED CONCRETE PAVEMENT REPAIRS PER THE SURFACE REPAIR SHEETS. 6. INSTALL PERMANENT PAVEMENT MARKINGS. 7. REMOVE CHANNELIZATION DEVICES. OW OFF V 1. INSTALL TEMPORARY ONE -LANE CLOSURE TRAFFIC CONTROL DEVICES AND WARNING SIGNS. (SEE NOTE 1) 2. MAINTAIN EASTBOUND RIGHT TURN MOVEMENT TO CHAPEL CREEK BOULEVARD FROM EASTBOUND FRONTAGE ROAD AT ALL TIMES. 3. LOCATE EXISTING UTILITIES AND IDENTIFY POTENTIAL CONFLICTS, NOTIFY ENGINEER IN CASE OF CONFLICTS. 4. CONSTRUCT PROPOSED UTILITY IMPROVEMENTS PER THE WATERLINE PLAN AND PROFILE SHEETS 5. CONSTRUCT PROPOSED CONCRETE PAVEMENT REPAIRS PER THE SURFACE REPAIR SHEETS 6. INSTALL PERMANENT PAVEMENT MARKINGS 7. REMOVE CHANNELIZATION DEVICES. NOTES: 1. CONTRACTOR SHALL COORDINATE WITH CITY ONE (1) WEEK IN ADVANCE OF TOP PHASE CHANGE TO ADJUST SIGNAL HEADS AND PHASING (TIMING) DURING CONSTRUCTION TO ACCOMMODATE LANE SHIFTS ALONG CHAPEL CREEK BOULEVARD. 2. ALL TRAFFIC CONTROL DEVICES AND SIGNAGE SHALL CONFORM TO THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, PART M. 3. SIGN LOCATIONS ARE SCHEMATICALLY SHOWN. ACTUAL LOCATION SHALL CONFORM TO THE TEXAS MUTCD AND TXDOT STANDARDS. 4. CONTRACTOR RESPONSIBLE FOR ENSURING TRAFFIC CONTROL MEASURES DO NOT CREATE SIGHT DISTANCE ISSUES. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10' LANES DURING CONSTRUCTION. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION SEQUENCING, BARRICADES, AND TRAFFIC HANDLING WITH FRANCHISE UTILITY CONTRACTORS AND/OR ADJACENT DEVELOPMENT. SUBSIDIARY TO TRAFFIC CONTROL PAY ITEMS. 7. CONSTRUCTION SEQUENCING SHOWN IS RECOMMENDED BUT CAN BE CHANGED IF COMMUNICATION, CONSULTATION, OR APPROVAL IS DESIRED. 8. ANY CLOSURE MORE THAN 10 CALENDAR DAYS REQUIRES A STREET CLOSURE PERMIT APPROVED BY COUNCIL 9. ACCESS TO ADJOINING PROPERTIES MUST BE MAINTAINED AT ALL TIMES. 10. UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE AND FINAL PAVEMENT IS MADE, THE CONTRACTOR SHALL CLEAR AND REMOVE FROM THE SITE ALL SURPLUS AND DISCARD MATERIALS AND DEBRIS OF EVERY KIND. PHASING NOTES TO CONTRACTOR: 4/23/2024 aF • PHASE 21 SHALL BE PERFORMED FOLLOWING THE END OF PHASE 1. 4�ti r r r • PHASE 22 SHALL BE PERFORMED FOLLOWING THE END OF PHASE 21. • PHASE 22 SHALL NOT BE WORKED ON FROM THE HOURS OF 5 AM TO 7 PM. AUXrSHEK ActARrA g 124094 • PHASE 2.3 MAY PERFORMED CONCURRENT WITH PHASE 2.2 .14 • PHASE 2.3 SHALL NOT BE WORKED ON FROM THE HOURS OF 5 AM TO 7 PM. • PHASE 24 SHALL BE PERFORMED FOLLOWING COMPLETION OF PHASES 21. 2.2, AND 23. I"° x:cw� o• o.a. • PHASE 24 SHALL NOT BE WORKED ON FROM THE HOURS OF 5 AM TO 7 PM. I • PHASE 25 SHALL BE PERFORMED FOLLOWING THE ENO OF PHASE 24. • PHASE 26 MAY BE PERFORMED CONCURRENT TO ANY OTHER PHASE. K�m1ey»> Horn • PHASE 26 SHALL NOT BE WORKED ON FROM THE HOURS OF 5 AM TO 7 PM. • PHASE 27 SHALL BE PERFORMED FOLLOWING THE END OF PHASE Y.S. • PHASE 27 SHALL NOT BE WORKED ON FROM THE HOURS OF 5 AM TO 7 PM. m ©2e24 Toxas neportment of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - NARRATIVE MEE TIRE'. T) M In Ta I rn I r µT e I - I 7 +� 2037 I IDEIf D1 2H I Docusign Em Icpo ID: F83dE3E3-FSA8-4F47-9202-882A9E88OC33 SIGN LEGEND END DETCUR DETOUR DEfCUR pETOUR IH 30 ROAD ROAp TCOLOSEpRDaAHEAp ChapdCroek <@> CLOSED I THRU TRAFFIC I AHEAD AHEAD M4-8a M4-91- M4-9S M4-9R CW20-2D M4-12T CW2o-3D R11-2 R11-4 CW20—ID R3-2 24'x18' 30"x24" 30'x24' 30'x24" 36'x36' 36x12" 36"x36' 48'x3060"x30" 36"x36' 36"x36" �. W16-9p 0 w 0 30"x18' o J S� Y2 5 r AGQEMY 8Lw 1 � LDNGVUE RD C 0 o: 0 Z 9 ' D d o: 0 IOOIt o 3 j rr � x I I z i cHAPL CREEK 8Lw SOUTHBOUND WORK SECTION CHAPEL CRE1 U µ,auH I�ua o� r � 0 � � D � J V ygJ3j V U KENWOOD AVE WESTLAND AVE CHAPEL RIN CHAPEL PON z V V C�APEL CREEK 3LVD AHEAD <S> R3-1 CWi-6oT 36"x36" 36"x36" W16-9P 30'x18" 0 250 Soo �1 SCALE IN FEET LEGEND CONSTRUCTION SRE ZONE SIGN 4/23/2024 AWSHIX AMiARYA 2b' � �g� C I Kim{epMorn 0zo2< Texas Departmem of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - AL7ERUPON APPROVAL) I a I ,vow e..a. � I �• I a IT TITLE I I T;ZS F'TYI TMR.w� 2038 I xwa 7 21s Docuslgn Env! lopo ID: F834E3E3-F5A84F47-9202-SB2A9ESSOC3B 0 2D aD SCALE IN FEET I I I I LEGEND Il I I a DIF110101 ar TRNRL vRDr , I'M. IF muu -ore--- INSTALL SIGN sm CW20-2 I ,,,„ 101E I I �a I rltor tRNFID DRws mmo I EX ROW -- -- _-- Q "I. —TALL SIGN NOTES - - - - — — - - — - - - CW1-36- — �. 1. M 9AL4K BUSIM F w 9W11gT O�CCED _ (36"X36") ,o rvTMA E: rae vsv M USIM rORN, TANm� A!004=14K wd tRD rat a r sue. mm Aw ocsiauc�nac 0 l/ n WNTTD PIIM'OE 7 M; auwxATc ia. owFUAW rwxr rmtsTrarH RW1E CHAPEL CREEK BLVD _ _ _ _ ATM mwoe 201AUC YM No amnla4.L PAT. �� �► 255' 4/23/2024 i I 240 _ 240' I 240' 1 240' — 1N — - -I m*tE 0` r�tr A8HI5HElf l4CMARYA 12409-4 INSTALL PORTABLE CAD u u E n I �NDNAAL CHANGEABLE WORK DLDeEa aoseD _ MESSAGE SIGN "A" AHEAD > INSTALL SIGN INSTALL SIGN INSTALL SIGN Z CW20-11) CW20-5TR CW20-5TR (36"X36") (36"X36") (36"X36") o Kimleyv> Horn oAD INSTALL SIGN I° ©zmze wCRK CW2D-1D gHEAD Toxas Department of Transportation (36"X36") I I-30 WATER & SANITARY A SORTABLE CHANGEABLE MESSAGE SIGN "A., SEWER RELOCATIONS LOCATED ON CHAPEL CREEK BLVD TRAFFIC CONTROL PLAN - CREEKPHASE 1 CHAPEL POSTED 1 WEEK PRIOR TO CLOSURE BOULEVARD SHEET 1 OF AND DURING CONSTRUCTION POSTED DURING CONSTRUCTION I HV' t I D IE I ."".,.".�.d,a LA I CLp ES i I o CL S RES I I TfME I ii E I I Is¢ nTLc :Mccrr uD I T i5 T �/NT 20 2039 roea 01 zu 1 Occusign Enrl Icpo 10: F834E3E3-FSA8.4F47.9202-BB2A9E880C3B 1 INSTALL SIGN WORx CW20-1 D HEAD (36"X36") 1 / I REMOVE EXISTING / GORE MARKINGS / G PROP LOW PROFILE CONIC BARRIER (580 LF) 0 20 40 SCALE IN FEET T �O 2� o LEGEND �O a OPSFIIaN OF TIAMC C} •a � �� P Otl611d a TRPAPIC f PROP COMM" SIT Zan �j yy y�•, PROP .tea T>W TRAFFIC onus SON NOTES N 1. THE SPA WIN TAPER MA NOf flTICK > INSTALL SIGN AO A Mom+ W FOR rT ouwc FM R1-2 TANDAN A T C A NN s m iuT Mxa raR � TANf✓DiT aAMImCATq{ }fI (36"X36"X36") _ I ; P``n9"PAma m �ma�r��cnm S IF PmS3TMAx •A06nfS ARE MAW ►I40l=11 E CVNTPACWR 10 PROVIDE ALTiANATE M cc P PmCSTW- Ram ?� IW' ><TN PROPd 90NACE MEIN !10 AOOIRIRUC PAY. 4/23/2024 CHAPEL CREEK BLVD i CW11-2 _--- - - (36' X36') EX ROW ' PROP TYPE III BARRICADE Nm * f _' SS I + W ABHISHEK A04ARYA ow 4 % - \\I Kim{ep0orn \ Oza2< Taxes Department of Transportation I 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - PHASE 1 CHAPEL CREEK BOULEVARD SHEET 2 OF 5 I o �s¢ Tmc sNc- I 1 TE%A: FTW TARRPNT .ter - 2UQ0 I 1W of 1 iu DD uslgn Enw lopo ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C38 \ ,INSTALL SIGN \\ CW11-2 (36' x36") PROP TYPE III BARRICADE REMOVE EXISTING GORE MARKINGS J CHAPEL CREEK BLVD _ -► —EX ROW \ \ \ I PROP TYPE III NI BARRICADE I �C Z 0 20 sD SCALE IN FEET LEGEND a Drama or 7% me rnm oo�nDa v Tnunc t� PRm Doran cTm s m e PADP oawarE SAFM PROP TRAASD MW PROP 9W f_ NOTES 1. Tw vA arn@I D 91. mg ccmD 40 rcrr *tw us1D M TAPOR OWamRAl101. Alp A pSTAMLL a< EC FW Y V= FM TAXQRT O AWMIR TM 2 COrtnAC1O! m YAP w ALT215 m ALL PQCS M FA01T96 O CONS MICII71 S F P[LfY11tlAM FAWKS ARE MAN ALTR M ADAADA OW UMT PCDf51WA ROM MM PR" "ACE t W ADOA PAR 4/23/2024 1 i �°�� of rpm AB115HF% K}URTA 124094 2/CEµS� 4, �roAN I I I Kimley*Horn w�e."nir x++�w� RTAY .vf.a m ©2024 Texas Department of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS \t TRAFFIC CONTROL PLAN — PHASE I CHAPEL CREEK BOULEVARD SHEET 3 OF 5 \ I nD I f.U: TITLE SHEET) UDC I e..� 2D41 I m . 1 mA DD usign Env,lopo ID: F834E3E3-F5A84F47-9202.8BZA9E880C38 \ �J \\\V INSTALL SIGN , OAD ' \ CW2O-1D AHEao F (36"X36") O� IINSTALL SIGN CW11-2 ` — — (36"X36") �mi— ��5 1 —I. I' INSTALLR2SIGN 1 (36"X36"X36") / R O� �q 7C F 1p \\ OAD \�\ WORK \\\\ H INSTALL SI CW2O-11 (36"X36" MAI INSTALL SIGN CW2O-11) (36"X36") �b CHAPEL CREEK BLVD - y a m 4D I SCALE IN FEET LEGEND EX DFCM OIF OF cnar ORm.TmI Or TRWM t� rRor 0mu,s,c0a sm mK 00100cm BMW PIRMDww ��. PRIMsa NOTES 1. TIC 9A WT 0mRc MML RDT C.= .0 FVET *tM UM FOR TARR OIARIMIIAO01L Nn A RSTN a OF M F7£T WM U!m r011 TANCW OWa6IIAYM 2 m YAR m A= m AIL rmcsTuw rArrlms damn S MACUMI rNC YA0[ LaR,RWM ACTOR To roc N.TOOIATC SI oAGE WW rmEES1,lOIC Rmnc � PItOPFII sml.� ,r,M !10 AmtOOIAL PAY. 4/23/2024 A9{ISHEK ACHA4rA 124D84 jICv ur UL -Tier UAIL I[` I Kimley>>)Horn O O2024 Texas Department of 7rensporta6on 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC 1CCHHAAPREL CREEK BOULEVARD SHEET 4 OF 5 I o tsa Tm.c sHccn uo I TEM rTYi I T;.T e¢ 2042 Docucign Env,Ilope ID: F834E3E3-F5AB-4F47-9202-BB2A9E880C3B INSTALL SIGN INSTALL SIGN INSTALL SIGN CW20-5TR CW20-5TR CW20-lD (36"X36-) (36"X36") (36"X36") LEFT LANE OL95ED LEFT UNE 0.CSEa 0AO WORN HE40 — -240' 240' 1 — - 240' CHAPEL CREEK BLVD EX ROW_ RDeD R6dC INSTALL SIGN CW20-2 (i rxm") PORTABLELOCATED ON CHAPEL CREEK BLVD "B" POSTED 11 WEEK PRIOR TO CLOSURE AND DURING CONSTRUCTION POSTED DURING CONSTRUCTION I Fujy�� 1 DATE I Lgry� I I L4N� I do -I CLo 'URES I I CLOS RES I TIME I D I INSTALL PORTABLE CHANGEABLE MESSAGE SIGN "B" 140' -i 0 20 c0 SCALE IN FEET LEGEND D< D0tV=M of TRAFFIC C.v PROP MR07101 cr TRAFRC F FW Ctl STRUC11IX 3M IAIE PROP CONCRETE 9Awmi ��.. PROP ➢OM -jR— NOTES /. W VAC= lllt1 CRfPFS 91A1L NOT DC=M AO FIrr WRR U FM TAM CMMIIDIIATRM, Am A DM MCE OF m F MT Y42f USm FM TANODR OIAWE➢ATIOFL 2. [rimM m YMM — A = m ML PEDESTRIAN FA ES IX CC115IMICOCH. S I PI3xM% M FARP[S ARE WOE All}]WATC ADA MX Y PEDII= ROUTE 1/R/ fROPDI ➢WAGE TRiM MO ADDFIIAiAI. PAT. 4/23/2024 wit<f CF 1�y,. 4 elf' t ABXISHIX ACHARYA �PoAIA Ivy o��a�.,,a. uITI i I Kimsey»> Horn M owtYfM1�s FIA�� Elv w�t•11 ©2224 Texas Department of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS PHASFE CONTROL CREEK BOULEVARD SHEET 5 OF 5 I'+CC T1TLC :NCBTT12043 I50� II TExAs Frw r,ulw,ar I Toes I D, xu I D=sign Enor'opo ID: F834E3E3-F5A9-4F47-9202.8BME88OC3B SIGN LEGEND DETOUR ETCUR � D� 4g C M4-8a M4-9L 24'x18' 30'x24" CHAPEL CREEK BLVD W � y I a ❑ I � z I � i z M4-9S M4-9R 30"x24" 30'x24" <@> IH 30 � CRQ�AD� ROAD ROAD CDLOSEDR�oA�DC Chapel Crack AHEAD CLOSED I THRU TRAFFIC AHEAD AHEAD AHEAD <s> CW20-20 M4-127 CW20-3D R11-2 R11-4 CW20-ID R3-2 R3-1 CWS-6aT 36'06" 3602" 36"06" 487x30" 60"x50" 36'x36" 36"x35" 36'x35' 36'x36' .. W16-9P W16-9P a 30"x18" 30'08" ❑ a O �_ ❑ a � d L < G 0 250 50D I SCALE IN FEET LEGEND 14� LONGVUE RD 1�� CONSTRUMON SfTE ZONE sa KENWOOD AVE WESTLAND AVE CHAPEL RIDGE WAY a � a a ❑ CHAPEL POINTS TRUL f/1 Y a w J W C N g WQJ w U U V � --� CHAPEL CREEK BL WORK SECTION �0 f 4/23/2024 y10 °F r�t�y' + w ABHI3HE]K ACHARYA 124094 7jOEIf� �PoknL ENS Kimley*Horn a ow aan r.:i�.a vrs .o« ®2824 Texas Department of Transpwl8tion 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - ALTERUPON APPROVAL) 2 I mac TmC sNccn opp I TIM rrx ruexsur rar 1[ +. 2044 I x160 ow I :u � DoCuSign Emalopo 10: F834E3E3-F5A84F47-9202-13BMSESSCM INSTALL SIGN CW20-2 I (18_X .36) EX Row _ + � — r� I I I I _ _-_STALL SIGN - - -_�_ _ CW1-6AT ' �}-- _ - - —� -- -- — - - (36 X36 ) O CHAPEL CREEK BLVD 265' - f 240- , 240'—, 240' 240'— 1 r„ --r _ -, _ I rn INSTALL PORTABLE AOADN _ LEFT LEF' CHANGEABLE fWORK ciaseo cLoseo 2 I AHEAiI MESSAGE SIGN "A" � o INSTALL SIGN INSTALL SIGN INSTALL SIGN Z I CW20-1D CW20-5TR CW20-5TR g (36"X36") (36"X36") (36"X36") p I OAD INSTALL SIGN ' WORK CW20-1D aHEAD (36"X36") q PORTABLE CHANGEABLE MESSAGE SIGN "A" I LOCATED ON CHAPEL CREEK BLVD POSTED 1 WEEK PRIOR TO CLOSURE POSTED DURING CONSTRUCTION AND DURING CONSTRUCTION n 1 h �t I D It I I I I CL S S I .�{ I CLOSF ES I TIME I AH I 20 40 SCALE IN FEET LEGEND a MOC11a OF TRAFFIC PROD ORR.IIa OF lR/PiR: PROP 00t4,RUV;TKN SM 20 C PROP CONCI= BA©MX PROP TRAM MAn �--��- pROP Sam J- NOTES ,. 4M IXT *KN VVACING = RR�TAPat�Cl MK AW A IXOTANCC O W FMT ,RICH N RN TANTENT CN.1.41= qt 2 Ca1MCIQ 10 YANTm ACCCS m At1 PFO61WI11 FACIInICS MR 0DNT NCDa. S F PTI✓COIRAN PACLXF AK YADC IN CIOCU- CprtRACla ro rRavoE A =NATO AIM CCMl1AIR PCDEM- ROLIM .M PROPm 9aAQ IM W A OWL PAT. 4/23/2024 *tf OF 7 M )iISH A 124094 �¢, trctxsE° �aCt �'Poxu Eat Kimleyl Horn 02824 Texas Department o/Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS PHAEC2 CHAPEL CREEK BOULEVARD SHEET 1 OF 5 I ISS TCLC .T, JO- I'll . I TC)[A TTW TARRANT 1 ..� � ,. 12o4s 01 I 1D99 I :4 Docusign Envolopo ID: F830.E3E3-FSA.B 4F47-9202-882A9E980C38 �l J/ t+� I I ` I I I I —1 _ sr� I \� 1 INSTALL SIGN - K 1 CW20-1 D AHEAD (36"X36") 1 PROP PHASE 2.7 CONSTRUCTION l RE: TCP NARRATIVE I 1 ' PROP LOW PROFILE CONC-----/ BARRIER (INSTALLED PHASE 1)_ Ll l 1 265' s EX ROW— ' PROP TYPE III BARRICADE (INSTALLED PHASE 1) j''� INSTALL21GN �G/ (36"XL�3=�6X'�36,") y' �--ate.+• \6.r" CHAPEL CREEK BLVD Z — INSTALL SIGN CW11-2 (36"X36") PROP PHASE 2.2 CONSTRUCTION RE: TCP NARRATIVE 0 20 40 SCALE IN FEET LEGEND IX bloc a w 1R/fFlC vRaP wraFnaR aF TRNi1C E� paw malavcnui �nE II11E ERE paw CollatTE Viam �C} PRw TPMn' DM]ICi PROP SN y 5 NOTES ' �N «6IIAT FEET VMM U ! F6-Alp +RIDI I� FOR AO —S — 2 TAP CMANNk] WK OINTRACa%t M "WTM AMM N ALL S PCOESTMM FACA M tlRatM COCRIa1ca0R. y NAOCEIML COKTPAMM TO PNOADE ALT IE ADA C%6%A PmE51WNi MM E rtiX PKM SMACE a NO Am19CRAL PAT. I4/23/2024 = ICD m 4R AC7TA %AWSHEX ' I L�' prw m Purrirnon onn I Kimley*Horn il4nalM4R�1R�Pi nP101 a0in11 02024 Texas Dopartmont of Transportation 1-30 WATER & SANITARY I SEWER RELOCATIONS TRAFFIC CONTROL PLAN - PHASE 2 CHAPEL CREEK BOULEVARD SHEET 2 OF 5 � a I r• I TEaA: I;a TrtLE secET+ Frw TARRANT uo 4 I I roes �TM o+ p 2048 z+4 i Docuslgn Envopc M: F634E3E3-F5A84F47-9202.882A9E889C33 5 INSTALL SIGN CW11-2 \ (36"X36-) PROP TYPE III BARRICADE c > (INSTALLED PHASE 1) v zlN m m I CHAPEL CREEK BLVD 9C EX ROW PROP TYPE III BARRICADE - (INSTALLED PHASE 1)rq >I s - �, z �`0 0 a �O F� 0 20 40 i I SCALE IN FEET LEGEND a upu=m OF TRAFMC C,v P"P OR MWN of TRMnO PROP CCN3IR00fM = mr¢ PROP OPNO BAR= MEM TRAM' OFAM MEM FCN NOTES 1. THE VA enwn+ M1 91A wr E11CAE1 p F= M 1 rM TAPER C K'AkaaAIM AW A OISTAMM OF M nXr M 1 IOR TAMO M CXAIp✓ =750N. 2 CCMiRACTLR M MNM — — " ALL P1061MIN FA=tS OlWIEO CDK M1 ft S r PECESIRNM PA4Rn6 AC NAOC KlcvcmL Ou11Pi1C1OR M PAlCYLC ALMMAM AOA CMMWXT PE96lICN1 RQnC KnM PWVM YONAOC MIN NO ACOIOCMAL PAY. 4/23/2024 OF Fp., t ASHISHEK ACIAAWA T24094 41, �PMAL � w�.iu o.xM�v.�or I o.n I I Kimley*Horn � 0zmz+ Texas Department of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - PHASE 2 CHAPEL CREEK BOULEVARD SHEET 3 OF 5 TEiNS FTW TMRMn an,n .en. 2047 .N j 10. 1 01 1 Docuzign Ernaicpo ID: F834E3E3-F5A8-4F47-9202.8B2AgE88OC39 C l NNN C — — z N m 08� � V I � INSTALL SIGN R1-2 (36"X36"X36") I\ RR h I�0 9� INSTALL SIGN DAD -7 CW20-1 D ' A (36"X36") EAR < INSTALL CW11—(36"X3 jSIGN- i X PROP PHASE 2.6 CONSTRUCTION INSTALL SIGN RE: TCP NARRATIVE CW20-1D cU I I (36"X36") `PROP PHASE 2.4 CONSTRUCTION i z r�� RE: TCP NARRATIVE PROP LOW PROFILE r CONIC BARRIER (395 LF) to PROP PHASE_ 2.1 CONSTRUCTION z I )„ to / CHAPEL CREEK BLVD �J`�— PROP PHASE 2.3 CONSTRUCTION RE: TCP NARRATIVE \ f ' \ \ INSTALL SIGN WORK CW20-1 D \ \ HEAD ` \ (36"X36' ) \� 1 9 rl EX ROW- 0 20 40 1 SCALE EN FEET 1 LEGEND �I 1■ a DPMCTOA OF "AR C I' Pear ee>snow or Y w t� I Intl wRsnurneN � aae PW OONCAM BAFF" IRCP �, i NOTES 1. Te: 9A 00 WMIDI MA 2 L Rm ITM <— N A A D A W M rArEn E"AgelIIAllCl'l AM A OtiAM[C aF LO FELT M1d M FOR I - N TANhOENNf CMAMIpIIATOM. L :glllUl.TOe TO WMAM Alta: 10 ALL R FAcililt3 a OOR51R11Ce0t1 ' S PC3C S S cccz = F3n A•P WOE ME � v1�� mKmAciaR To PRwnE > ALU R"M MA AO.P Aff P[ONTR" RCM GE " NO PAY . z 4/23/2024 _ Nm I mQ + + `--`�f '� ABHISHIX Af1WiYA _�' 124094 UCEri560 �l� ILwu. oi;cMN uo" ova Kimley*Horn / I 02224 I Texas Department of Transportatlon I 1-30 WATER & SANITARY SEWER RELOCATIONS ~' TRAFFlC CONTROL PLAN - PHASE 2 CHAPEL CREEK 111 BOULEVARD SHEET 4 OF 5 Ce act rmE •r4Ln ua Td/5 FTW TARAAVT 2048 065 1 m z" Docuzlgn E— lopo ID: F834E3E3.F5A84F47-9202-8B2A9E88OC38 I II. I� INSTALL SIGN INSTALL SIG CW20-5TR CW20-5TR J I(36"X36") (36"X36") LEFT LEFt UNE I CLCSEo UNE CLOSED --240' 24 � — �� I N F r—�' PORTABLELOCATED ON CHAPEL C�EA�%C BLVD "B" POSTED 1�IWEEK PRIOR TO CLOSURE POSTED DURING CONSTRUCTION AND DURING CONSTRUCTION I F I I DAIL I I ��//��j� I I & I I CLCSS'(1 s I C I TIME I I AHEA I N INSTALL SIGN CW20-1D (36"X36") INSTALL PORTABLE CHANGEABLE WORK i MESSAGE SIGN "B" HEAD 240 - 240' CHAPEL CREEK BLVD EX ROW ISM F�Ap 4A2< INSTALL SIGN CW20-2 (18"X36") 0 20 40 I — SCALE IN FEET LEGEND a OBmcom or 1PAM rAOr OBm.m 9 ar mR Poor Coenm>GTON xm Z= PRor cDNe BAR= vBar TRAmo oI W mw sm NOTES 1. M 9A04 BCIBEOI OIBHS swL Nm [lug b MT VWL*W FOR TAPOZ 0IA10BlII =K AW A 0 ANQ a BO = *@ V= Fm TAN<nr( dANN6lIA1gl a mnr.+-Ta ro N,rNrAw iL� ro AIL POILLSINNI FAOUSICS OUl�IO OliABQICTOL i � rmesnBAN FAWiC AIC NAaE 31 ro Cr N AL1OdAlC aoNrvu�T FOJ6 RARE Wn� PRaPrn aoKAOC NAa BRN No AORIIQIAL PAY. 4/23/2024 124094 AeHISNIX AaMAFflA �roNAL�� h�°I u. aso�"rox Feu I I it I I i I I KimleylMorn sI OwI RIIt6 �Y�'w'a EfA N��11 � 02aza Texas Department of Trsnsportatian 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - PHASE 2 CHAPEL CREEK BOULEVARD SHEET 5 OF 5 I a I Is¢ nrLc �¢n I uo I TC]Las rrN rurNANr I a 2049 I OBB OI I :1a CHAPEL CREEK BLVD EX ROW ISM F�Ap 4A2< INSTALL SIGN CW20-2 (18"X36") 0 20 40 I — SCALE IN FEET LEGEND a OBmcom or 1PAM rAOr OBm.m 9 ar mR Poor Coenm>GTON xm Z= PRor cDNe BAR= vBar TRAmo oI W mw sm NOTES 1. M 9A04 BCIBEOI OIBHS swL Nm [lug b MT VWL*W FOR TAPOZ 0IA10BlII =K AW A 0 ANQ a BO = *@ V= Fm TAN<nr( dANN6lIA1gl a mnr.+-Ta ro N,rNrAw iL� ro AIL POILLSINNI FAOUSICS OUl�IO OliABQICTOL i � rmesnBAN FAWiC AIC NAaE 31 ro Cr N AL1OdAlC aoNrvu�T FOJ6 RARE Wn� PRaPrn aoKAOC NAa BRN No AORIIQIAL PAY. 4/23/2024 124094 AeHISNIX AaMAFflA �roNAL�� h�°I u. aso�"rox Feu I I it I I i I I KimleylMorn sI OwI RIIt6 �Y�'w'a EfA N��11 � 02aza Texas Department of Trsnsportatian 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - PHASE 2 CHAPEL CREEK BOULEVARD SHEET 5 OF 5 I a I Is¢ nrLc �¢n I uo I TC]Las rrN rurNANr I a 2049 I OBB OI I :1a 0 20 40 I — SCALE IN FEET LEGEND a OBmcom or 1PAM rAOr OBm.m 9 ar mR Poor Coenm>GTON xm Z= PRor cDNe BAR= vBar TRAmo oI W mw sm NOTES 1. M 9A04 BCIBEOI OIBHS swL Nm [lug b MT VWL*W FOR TAPOZ 0IA10BlII =K AW A 0 ANQ a BO = *@ V= Fm TAN<nr( dANN6lIA1gl a mnr.+-Ta ro N,rNrAw iL� ro AIL POILLSINNI FAOUSICS OUl�IO OliABQICTOL i � rmesnBAN FAWiC AIC NAaE 31 ro Cr N AL1OdAlC aoNrvu�T FOJ6 RARE Wn� PRaPrn aoKAOC NAa BRN No AORIIQIAL PAY. 4/23/2024 124094 AeHISNIX AaMAFflA �roNAL�� h�°I u. aso�"rox Feu I I it I I i I I KimleylMorn sI OwI RIIt6 �Y�'w'a EfA N��11 � 02aza Texas Department of Trsnsportatian 1-30 WATER & SANITARY SEWER RELOCATIONS TRAFFIC CONTROL PLAN - PHASE 2 CHAPEL CREEK BOULEVARD SHEET 5 OF 5 I a I Is¢ nrLc �¢n I uo I TC]Las rrN rurNANr I a 2049 I OBB OI I :1a Dccusign Envrlopo 10: F834E3E3-FSAS-4F47-9202-SBZABE88OC3B SUMMARY OF PAVEMENT MARKING QUANTITIES - CHAPEL CREEK BLVD 888 87a ew 88 866 8309 806045 II I 054 08 6 6321 6I 6178 6181 I 6184 LOCATION SHEET NUMBER RE PM WIRET REQ - I REFL PAV MRH TY I REFL PAV M RK TY I REFL PAV MRK TY I REFL PAV M RK TY I RE PM WIRET REO Ty I REFL PAV MRK TY II REFL PAV MRK TY II (Nq REFL PAV MRK TY 11 REFL PAV M tl (W)S%SLD)(100MIL) (W)B-(SL0)(100MIL) (W)18'(SLO)(100MIL) (W)(ARROW)(100MIL) (W)(WORD)(100MIL) (Y)6"(SLD)(100MIL) (W) 8" (SLO) 8' (SLD) (W) 18" (SLD) (ARROW) (ARROW) ) LF LF I LF EA EA LF LF LF LF EA SHEET 2C51 29 I 45 320 1 1 240 29 I 45 320 I 1 SHEET 2052 15 64 1 150 15 64 I PROJECT TOTALS 44 109 320 1 2 390 44 109 320 I 1 SUMMARY OF PAVEMENT MARKING QUANTITIES - CHAPEL CREEK BLVD 666 686 672 6T7 678 679 67B 67B 678 878 4/23/2C24 = 6192 6210 6010 8006 6002 6004 6007 6009 6016 6033*1€ OF 7&tn e LOCATION * i E SHEET NUMBER REFL PAV MRK TY II REFL PAV MRK TY II REFL PAV MRKR TY EUM EXT PAV MRK 6 PAV SURF PREP PAV SURF PREP PAV SURF PREP FOR PAV SURF PREP FOR PAV SURF PREP FOR PAV SURF PREP FOR ABHISHEN ACKWYA (W) (WORD) (Y) 6- (SLD) 11-C-R MRKS (18-) FOR MRK M FOR MRK (8-) MRK (18-) MRK (ARROW) MRK (WORD) MRK (RPM) g 1240W q. 41C� �oMAL a b EA LF EA 1F LF LF LF EA EA EA SHEET 2051 1 240 4 320 269 45 320 1 1 4 SHEET 2052 1 150 4 165 I 84 1 4 PROJECT TOTALS 1 2 390 8 320 434 I 109 320 1 2 8 I Kimley»> Horn 02024 Texas Doparimont of Transportation i 1-30 WATER & SANITARY SEWER RELOCATIONS UMMMFATI SUMMARY o tse[ rrt�c sHcrn iso� loos "rTw TAa. 2050 ' tooa I m 1 -.t4 I Docusign Envilopo ID: F834E3E3.FSA8-4F47.9202-8B2A9E8BOC3B REMOVAL AND REPLACEMENT OF SOLID WNTE GORE STRIPE C \ 11 FT AR� ARROW 11 FT -- — 11 FT GIAPEL 6RMC LiLW ONLY MARICE4 SOUR WNTE V SOLID %"M 14 FT �SS Fn _ pc 12 FT tr SOLID WHITETy ll-C�f RPM 0 25 SO 1 1 SCALE IN FEET 4/23/2024 .1IMIEI< ALHARYA 124094 �tDNAL� Rcv uT a..cx�non o.a I I Kimley»> Horn ©2024 Texas Department of Transportation 1-30 WATER & SANITARY SEWER RELOCATIONS PAVEMENT MARKINGS - CHAPEL CREEK BLVD - NORTH I I ,....„ 6 � I:EE TRLE SH[[T1 i 60 TIXAS I FfW TIRR4NT I 2051 0/6 I DI 2. Docusigr Emclopo ID: F834E3E3-FSA&4F47-9202-BB2ABE880C38 HS- muo 1xHHrE ',�l (15 SCUD VOTE n o-M 4' RPM R'R) (4) — �/ 11 FT CHAPEL CREEK BLVD "ONLY' uaRfmtt —, 11 FT' 13 FT 90LD YELLOW (7w) (150 FT) V VY11 0 2s So SCALE IN FEET F�4/23/2024 oo-� TFs. * • ASHISHL% ACHARTA 1240" cEL 4c L as IHLvI u• o._wiriiow o.� I I Kimlep Horn m C(12024 Toxas DepaRmoni a(Transportatioa 1-30 WATER & SANITARY SEWER RELOCATIONS PAVEMENT MARKINGS - CHAPEL CREEK BLVD - SOUTH TITLE SHECTI 1. TL%AS :TW T;:ff r 2052 t0a9 0] � 214 DocuGEgn Envelope !D: F834E3E3.F5A&4F47-9202-BB2A9ESSOC3B Back to Top EXHIBIT City of Fort Worth - Diagonal Crossing CID#53 - 20" Water Line Carrier Pipe inside 42" Casing CID #58 - 20" Water Line Carrier Pipe IH 30 STA. 901+45 to STA. 905+76 •HE-101 _1 -1 I � I •+L-HE-1I2 24" RCP _ 24R-1 ;»NE-1 aiti �l _l ' RC 24 •IY+L7 `I 24' RCP` I { 7/22/7124 2 6'X3' RCS N •+L-Cw-312 N +GW-312 �G) •� B Jr L-NH-CO3 40 A�ryOte e 101-GB OS ` 3 w IC-C12J-�"'L-GW-313- +re 24• RCP_ BEND 909. a /ko L W-911 24' RCP i . " i.R t y Ir •. 24 RCP 24- RCP '.a- '- ri) •� R?�'h� 4� OJT �c . 90B•00 Ecllllllll� 2 RCP 41 �24' 6'x4' RCB 1 L•GW-317 CONNECT TO EXIST 10i-004 CW-31 AL SPECIAL DROP INLET / L-Gw-St 6•• 24' RCP �L-H--�JA••\ L-GW-317 24' RCP T---EXIST ROW���� JC-013y_ 4 _- L-JC-GI3»• 2 30FPw 30FR W L-CW-318 � 8'x4' RID W-713» C. 18 RET wALL "wOC6"� Q �TL 1 4- - L- 130 WBML `�-�GW 9144 24" RCP - _ 24" RCP r Q Q Q ii���L _�4.. Rl ,. V•�CQi - \'/ J_ __.. L-GE-4Oa - F'E-4_09 it y+a -L-C -P (L30 Lu /24R24RC�.7 JC-019 E-408L-GE-409 RP —24* J "B05"UL-CE-13 GE-413 HEY WALL is, RCP L-HE-204 L-HE-205 42- RCP 24' RCP - Q +HE-203 LilNE-214 ! 30FRE -"' 1905.00 � 30FRE ;g10•oC --. .t.- 5&." bT]ILM UAR TAC - §21.37 - For Reference on CID #58 (b) Location (7) A utility facility on controlled access highways or freeways shall be located to permit maintenance of the facility by access from frontage roads, nearby or adjacent roads and streets, or trails along or near the right of way line without access from the mainlanes or ramps. A utility facility may not be located longitudinally in the center median or outer separation of controlled access highways or freeways. (8) On highways with frontage roads, longitudinal utility facility installations may be located between the frontage road and the right of way line. Utility facilities may not be placed or allowed to remain in the center median, outer separation, or beneath any pavement, including shoulders. HORz G• sG• 1Do' d� SCALE, I'•100' LEGEND: EXIST DRAINAGE FEATURE PROP DRAINAGE FEATURE -Q CURB INLET - DITCH INLET CRATE INLET Ii MANHOLE =IJ JUNCTION BOX 0 RIPRAP (STONE) .'®• r RIPRAP (CONCRETE) 0 PROP PAVEMENT CONSTRUCTION Q PROP SHARED -USE PATH NOTES: 1. STORM SEWER DESIGN BASED ON SURVEY AND - AS -BUILT PLAN CSJ10902-4B-T22. CONTRACTOR TO VERIFY ALL EXISTING DRAINAGE STRUCNRES,, PIPES AND FLOWLINES PRIOR TO CONSTRUCTION. 2. SWEET MATCH LINE IS IN REFERENCE TO C 30 STATIONS UNLESS OTHERWISE NOTED. 3. SEE CULVERT LAYOUT SWEETS FOR CROSS DRAINAGE INFORMATION. 4. SEE TXDOT FTW STANDARD MI -AC) FOR ALL CAP/ADJUST INLETS OR MANHOLES. 5. ALL CURB INLETS HAVE LID WIDTH OF 3' UNLESS OTHERWISE NOTED. S. SEE REMOVAL PLANS FOR ADDITIONAL INFORMATICN. 7. ALL CONCRETE FOR INLETS, MANHOLES, AND RELATED ➢ETAILS SHALL 3E CLASS "C' CONCRETE. 8. DITCH INLET SHALL USE STANDARD I -AD OR I-AD-2 AS SHOWN IN THE PLANS. DITCH BLOCX WILL BE SUBSIDIARY 70 ITEM 465 OR 479. FOR REVIEW ONLY Hot for oo,vtrwtlan, 6144tno, ar W—It xrpone». 1.5. ENGINEERS llC TBVC REC. - F-I 14'.T ,A,p,.,•,,.SAH45 SHRESTHA p. c. xo. 116045 pare 3/2B/2022 -qW7'exos Dgxrtrmrd of Trorsprt&fon LSENIUMEEB U I'M WDWM l .NNL 911iL Jb _ M—TN, 1[A1.'Mw -_ Iba xl4. ..-,lyr 1-30 STORM SEWER PLAN STA 901t00 STA 912,02.89 12 OF 19 rm[xa uc a+o+[cs xn. ,SEE TITLE SHEET) x1130 11— TEXAS e1�TWei I TARRANT ­1w. I ' T I - 1 912 1 1068 1 01 1 214 1 Doo¢sign Enve xpe 10: F834E3E3-FSAB-4F47.9202•SB249EBBOC3B Back to Top Depiction of Conflict #53, Using Available Data, Scale and Record Elevations LTRA Conclusion/Recommendation Per available data described below, it has been determined the 20" carrier pipe inside 42" casing will be in direct conflict with Proposed East Bound Mainlane grading improvements. UAR TAC - §21.40 (a) General (7) Clearances Except as specified in this subchapter, there shall be a minimum of 12 inches vertical and horizontal clearance between a new utility facility and an existing utility facility, unless a greater clearance is required by the district. However, if an installation of another utility facility or highway feature cannot take place without disturbing an existing utility facility, the district may require a minimum clearance of 24 inches. (c) Water lines (2) Depth of cover. The minimum depth of cover is 36 inches from the lowest point of grade for longitudinal utility facilities, and 60 inches from the lowest point of grade for all crossings. IH 30 EASTBOUND ME ffN 770 L Top ot4 GaHnp = 759.67 vo p,ceee en m 6 G.4r O'afWBMLR a1-pW.,l 760 ----- at"""_---- ___________________________________ Existii ig Ret lining 'Vail e00 t 30FIE I i 740 GI 1 790 EEE IR 0 i D' 20' RT 0 S' 10' INTAGE ROAD CROSS -SLOPES . 2% TOWAROS OUTSIDE AND .RED -USE PATH CROSS SLOPES I TOWARDS THE ADJACENT INTACE ROAD. ANY DEVIATIONS : DUE TO THE FACT THAT :T IONS ARE CUT NORMAL TO : CENTERLINE OF THE MAINLANES. Bo wm of EBr- EL a 751.39' C;2=Aw—o I. „ .� LS.ENGINEERS,LLC •,3 GO 3D 40 50 60 70 so 2/2J24 d rop or 24' RCP EL - Tsar I-30 MAINLANE J` 9J 100 1 0 1.6 t.'.P t .0 110 160 1.0 I I 200 2.0 2_0 2_0 240 2D0750 ,�, ,s[r I*rnr 'sxrrn Sta. 904-00.0000 R2, RT 7.mlAvr I Ipc4l m I �-. Docaslgn Envc'opc ID: F834E3E3-F5A8.4F47-D202.BMA9FB8DC3B Back to Top Depiction of Conflict #53, Using Available Data, Scale and Record Elevations Boo EM UE IN 30 WESTBOUNDII 760150 0 .'30 ^.2D 20 2I0 190 f90 170 160 EM HOR 0 10' 20' 4 30FRO VERT 0 55, 10' 1, FRONTAGE WORD CROSS -SLOPES ARE TOWARDS OUTSIDE AND USE PATH CRO55 SLOPES CROSS SKAARE IX ARE TA TOWARDS THE ADJACENT FRONTAGE fl0A0. ANY DEv'ATI0N5 ARE DUE TO THE FACT TNAT SEC NO ARE CUT NORMAL TO THE CENTERLINE OF THE IAAINLANEO. THE CENTERLINE TBO Existing Rmtainin(; Wall .� �I 1 0 Wt.; o1 VVaML-L =761 C. ._ • . I 7T0 S Tnp ff4Y GaliyEL = 751 ,6T T e6 YY IM R•1•MIIIg' Nall I I Vl Il l I` Rio 14D I.o laa I o Leo 90---"'ri----u0-57d----3d----:0----10---_T6o Sta. 905*00.0000 R2, LT f C.N0. od Bodom of4Y Coalny EL = 756.17' Glc W.4 Top or34^ RCP EL • 755.6: LTRA Conclusion/Recommendation: Per available data described above, it has been determined the 20" carrier pipe inside 42" casing will be in UAR violation with Proposed West Bound Mainlane grading and drainage structure improvements. M UAR TAC - §21.40 (a) General (7) Clearances Except as specified in this subchapter, there shall be a minimum of 12 inches vertical and horizontal clearance between a new utility facility and an existing utility facility, unless a greater clearance is required by the district. However, if an installation of another utility facility or highway feature cannot take place without disturbing an existing utility facility, the district may require a minimum clearance of 24 inches. a Y (c) Water lines (2) Depth of cover. The minimum depth of cover is 36 inches from the lowest point of grade for longitudinal utility facilities, and 60 inches from the lowest point of grade for all crossings. 4 ^D0 z 5 /22/,024 T. apvma.rar rr.V~M• 02= rolW &Old 4.. W I.S. ENGINEERS, M I-30 MAINLANE lawn iwarl�e� pl Ixs Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E88OC3B Form ROW-U-35 (Rev. 03124) Page 6 Attachment "B" Accounting Method ® Actual Cost Method of Accounting The utility accumulates cost under a work order accounting procedure prescribed by the Federal or State regulatory body and proposes to request reimbursement for actual direct and related indirect costs. ❑ Lump Sum Method of Accounting The Utility proposed to request reimbursement based on an agreed lump sum amount supported by a detailed cost analysis. FDS �7/22/2024 Initial Date TXDOT H Jun 26, 2024 Initlal Date l Docusign Envelope ID: F834F3F3-F5A8-4F47-9202-8132A9E88003B Form ROW-U-35 (Rev.03124) Page 7 ,Attachment "C" Schedule of Work Estimated Start Date (mmlddlyyyy): 10/01/2024, subject to physical work restrictions prior to the issuance of environmental clearance as required by the provisions of this agreement. (if construction will be joint bid and included in the highway contract, enter the project let date.) Estimated Duration (number of days): 175 Estimated Completion Date (mmlddlyyyy): 09/01/2025 DS 7/22/2024 C„ Jun 26, 2024 Initial Date Initial Date TxDOT Utility Docusign Envelope ID: F834E3F3-F5A8-4F47-9202-8B2A9E880C3B Form ROW-U-35 (Rev.03124) Pago 8 Attachment "D" Statement Cornering Contract Work Construction Contract: Complete form ROW-U-48 and ROW-U-48-1 if applicable. ❑ Utility performing with their own forces (timesheets will be required at the time of billing). ® Utility will use outside forces to perform the adjustment, complete attached ROW-U-48 or ROW--U-48-1 (joint bid). Engineering Contract: ❑ Utility performing with their own forces (timesheets will be required at the time of billing). ® Utility will use consultant contract (continuing contract rate sheets or fee schedule will be required). ❑ TxDOT will procure a utility engineering consultant. as S� 7/22/2024 �� Jun 26, 2024 Y�..J Inlllal Date Initial pate TxDOT Utility U-Number. N/A Utility ID: 000014808 ROW CSJ Number: 1068-01-231 County: Tarrant Federal Project No.: F 2023 (1 B5) -r of n Am,do Costa Cily of Fort Worth District; Fort Worth Highway No.: IH30 , a duly authorized and qualified representative of hereinafter referred to as Owner, am fully cognizant of the facts and make the following statements in respect to work which will or may be done on a contract basis as It appears in the estimate to which this statement is attached. It Is more economical and/or expedient for Owner to contract this adjustment, or owner Is not adequately staffed or equipped to perform the necessary work on this project with its own forces to the extent as indicated on the estimate. Procedure to be Used in Contracting Work [] A. Solicitation for bids Is to be accomplished through open advertising and contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. Associated bid tabulations will be provided to the State. �] B. Solicitation for bids is to be accomplished by circulating to a list of pre -qualified contractors or known qualified contractors and such contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the workto be performed. Associated bid tabulations will be provided to the State. Such presently known contractors are listed below: 1. 2. 3. 4. 5. C. The work is to be performed under an existing continuing contract under which certain work Is regularly performed for owner and under which the lowest available costs are developed. The existing continuing contract will be made available to the State for review at a location mutually acceptable to the Owner and the State. If only part of the contract work Is to be done under an existing contract, give detailed Information by attachment hereto. D. The utility proposes to contract outside the foregoing requirements and therefore evidence in support of Its proposal is attached to the estimate In order to obtain the concurrence of the State, and the Federal Highway Administration Division Engineer where applicable, prlorto taking action thereon (approval of the agreement shall be considered as approval of such proposal). 0 E. The utility plans and specifications, with the consent of the State, will be Included In the construction contract awarded by the State. In the best interest of both the State and the Owner, the Owner requests the State to include the plans and specifications for this work In the general contract for construction of Highway IH30 In this area, so that the work can be coordinated with the other construction operations; and the construction contract Is to be awarded by the State to the lowest qualified bidder who submits a proposal in conformity with the requirements and speclfications for the work to be performed. If this option Is chosen, attach form ROW-U-48-1, the terms of which are Incorporated herein by reference. 5- Jul 1.2, 2024 Signature Date Title J Docusign Envelope ID: F834E3E3-F5A8AF47-9202-8B2A9E880C3B e nua ROMU•48.1 (09/18) Page 1 of 2 Statement Covering Utility Construction Contract Work -- In the State's Highway Construction Contract (As Referenced in form ROW-U-48, Option E) Work Responsibilities A. The Utility shall provide the following services under this contract: I. Responsible for engaging the services of a Texas Registered Professional Engineer to prepare drawings and technical specifications for relocations and adjustments along IH-30 ii. Provide the plans and specifications to the State to include in the current planning specifications and estimate package being prepared by representatives of the Texas Department of Transportation's Tarrant Area Office. iii. Secure all necessary permitting as may be required for the installation of the 24" water carrier pipe in 60" liner plate I i ne. Iv. Arrange and coordinate with the contractor, through the State, materials and equipment testing, rejection of all work not conforming to minimum requirements of the construction contract documents, maintenance of the proposed work area during construction, and the relocation of 2a" water carrier pipe In 42" casing and connection of services to customers. v. Advise the State of work that Utility determines should be corrected or rejected. vi. Arrange, observe, and inspect all acceptance testing and notify the State of the results of these activities. vii. Provide inspection services for the construction, notify the State of defects and deficiencies in the work, and observe actions of the contractor to correct such defects and deficiencies. viii. Assume all responsibility for the maintenance of the existing water lines during and upon completion of the construction contract. ix. Ensure all Texas Commission on Environmental Quality and all other regulatory rules, regulations and laws are strictly adhered to. X. Prepare and submit both a certificate of substantial completion and a list of observed items requiring completion or correction for the relocations and adjustments to the Project Engineer for concurrence. A. Coordinate all construction activities performed by Utility's staff for the relocations and adjustments through the Project Engineer. Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E88003B Row-u-0-1, (09/18) Page 2 of 2 B. The State shall provide the following services under this contract: 1. Combine the 20" water carrier pipe In 42" casing relocation and adjustment plans with the plans being prepared for the Project. !I. Review and approve the final construction plans prior to any construction - related activities. In order to ensure federal and/or state funding eligibility, projects must be authorized by the State prior to advertising for construction. Ill. Advertise for construction bids, issue bid proposals, receive -and tabulate the bids, and award and administer the contract for construction of the Project. iv. Negotiate and administer all field changes and change orders required for the Project. All change orders increasing construction costs for Utility's Project shall be submitted to Utility for review and approval together with an evaluation. Utility agrees to review and either approve or disapprove all change orders within flve (5) business days after receipt of such order unless Utility Board's approval Is necessary in which case Utility shall bring the item to Utility Board as soon as reasonably possible. V. Provide overall project management to supervise the day-to-day activities of the construction and monitor the activities of the contractor to promote the timely and efficient completion of the Project in accordance with the approved Plans and Specifications and construction schedule. vi. Conduct field observations and coordinate with Utility's inspectors and the contractor to cure defects and deficiencies in the construction prior to final acceptance. vii. Make timely payment to the contractor for work performed in connection with the Project. viii. Ensure access and permit Utility's inspectors and other authorized representatives to inspect the wateriine construction at all times. ix. Conduct and coordinate final inspection of the Project in the presence of Utility's Engineer and Inspector, transmit final list of items to be completed or repaired and observe contractor correction of same. x. Maintain job file. Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-SB2A9E880C3B Form ROW-U-35 (Rev.03/24) Page 9 Attachment "E" Utility Joint Use Agreement — (ROW-U-JUA) and/or RULIS Permit ® Utility Joint Use Agreement (ROW—U—JUA) ® Plans with joint use area highlighted are included. ® RULIS Permit Number: 00002/20240312/35266/77952/UP The utility should obtain an approved permit before the start of construction inside of the highway right of way. ❑ Quitclaim will be submitted at the Final Billing Ds 7/22/2024 Jun 26,2024 L c� intuai Data Initial Date TxDOT Utility Qocusign Lnvolopa la: F834E3E3-F5A8-4F47-9202-862A9E88OC38 � .,...- WIlbe1:00002i20240312J3526CiI77952/[JP Date ofApproval:04-11-2024 UTILITY PERMIT APPROVAL TO: �ICjty JKasavich John I IDate: , 04-11-2024 of Fort Worth Water Department I �Application/Perrnit 00002/20240312/35266177952/UP 200 Texas St No" 200 Texas Street IDistrict: IlFort Worth Fort Worth,76102 (Highway I Control Section IlMaintenance Section Ilcounty I 1251248: At milepost 11.212 IIYK74-38 I 11Tarrant I IH0030-A: From milepost 4.588 To milepost 4.688 111068-01 1I IlTarrant I1H0030-L• From milepost4.721 To milepost4.788 1 1068-01 II IlTarrant I IIH0030-X: At milepost 4,623 I1068-01 I Tarrant I IIH0030-A: From milepost 4.594 To milepost 4.644 I111068-01 11 IlTarrant I1H0030-L: From milepost 4.734 To milepost 4.757 111068-01 IlTarrarit I I1-10030-13: At milepost 4.509 1068-01 II IlTarrant I IIH0030-X: From mi lepost 4.631 To mi lepost 4.643 111068-01 1I IlTarrant Schedule Dates: from 08/14/2024 to 11/20/2025 TxDOT offers no objection to the location on the right -of --way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20240312/35266177952/UP dated 03/12/2024 and accompanying documentation, except as noted below. Special Provisions: You are required to notifyTxDOT 72 hours (3 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 72-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installing utility lines on controlled -access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecting only to intersecting roads; from any one or ail of which entry may be made to the outer portion of the highway right-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as that apptyto the general public except, however, if an emergency occurs and usual means of access for routine service operations wail not permit the immediate action required bythe Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOTis immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to complywith any or all the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. SME - Area Engineer Review Review Answer. Recommend Approval Response text: Okay to proceed, please notiry the Department at least 48 hours in advance before commencing vork. 112 ❑ocusign Envelope ID: F834E3E3-F5A8-4F47-9202-BB2A9E88OC38 t]bel':00002120240312I35266/77952/UP Date ofApprowh 04-1 L-2024 SME ATTACHMENTS: The following Documents are Included in this Approved Utility Permit: Plans (Must be available on Job site):link General Provisions: link 2/2 ❑ocusign Envelope ID: F834E3F3-F5A8-4F47-9202-BB2A9EBSOC3B FORTWORTH. April 2, 2024 Appeal To: Texas Department of Transportation Fort Worth District Engineer, Mr. John Cordary Jr., P.E, 2501 SW Loop 820 Fort Worth, Texas 76133 RE: Abandonment Request —1H-30/Chapel Creek Blvd. Project Limits: IH-30 crossing at Chapel Creek Blvd, County: Tarrant Location Map: 1H-30 and Chapel Creek Blvd. Coordinates: N= 6950271.19 ; E=2274861.19 Dear Mr. Cordary, The City of Fort Worth Water Department hereby requests a portion of the existing 20-inch Concrete water pipe installed inside 42-inch steel casing pipe, shown in the attached exhibit, be abandoned in place in accordance with Utility Accommodation Rules (UAR) 43TAC§21.39. Approximately 376 linear feet of existing 20-inch concrete water main inside 42-inch steel casing pipe, crosses under the TxDOT ROW at IH-30 and Chapel Creek Blvd. Said facilities are to be relocated in compliance with TXDOT UAR. During the water main relocation, the water line will be capped and filled with a minimum of 100 psi grout. All other facilities conflicting with IH-30 and Chapel Creek Blvd. ROW shall be removed during construction and excavation stages as detailed in the enclosed plans and supporting documentation. Documentation is to include: • Installation Request No:00002/20240312/35266/7'7952 • Approximately 376 linear feet of existing 20-inch concrete water main inside 42- inch steel casing pipe to be abandoned. • The approximate depth varies from 4 ft. to 20 ft. • The existing 20-inch water main is in good operating condition. • The existing pipeline or conduit is not in conflict with other existing utilities. • Abandonment will not cause conflict with either the proposed construction and/or other utilities (see attached TxDOT Area Engineer OR TxDOT Project Manager approval). • The removal of abandoned facilities as shown in the attached exhibits will be coordinated in advance with the designated TxDOT Contractor OR Utility Fort Worth AIUWAC4WATER DEPARTMENT l I Ir!r THE CITY OF FORT WORTH * 200 TEXAS STRUT * FURT WORTH, TEXAS 76102 817-392-8240 * FAX 817-392-8195 1961 • 1993 - 2011 C, Printed on recycled paper Docusign Envelope ID: F834E3E3-F5A84F47-9202-8B2A9E880C3B FORTWORTH. Coordinator (see attached TxDOT Area Engineer OR TxDOT Project Manager approval). The abandonment shall not be construed as a change in facility ownership. The Fort Worth Water Department assumes all financial responsibility and property ownership of the abandoned pipeline. The Fort Worth Water Department will be responsible for maintaining abandoned facility records, in accordance with the Texas Administrative Code (TAC) and all current Federal, State and Local laws, codes and industry standards. There are no environmentally sensitive/hazardous materials associated with this proposed abandonment. All necessary safety precautions will be made in compliance with TxDOT TCP Standards and with a 48-hour notification to the Area Engineer Inspector. If you have any questions, please contact Angel Contreras at (817) 370-6534. Your positive consideration of this matter is sincerely appreciated. Sincerely, John R. Kasavich, P.E. Engineering Manager City of Fort Worth Water Department 200 Texas Street Fort Worth, TX 76102 817-392-8480/817-944-2616 John.Kasavich@fortworthtexas.gov Attachments: Plan sheet Fort Worth aa-a�+gpqrGppcm WATER DEPARTMENT THE CITY OF PORT WORTH * 200 TEXAS STREET * PORT WORTH, TExAs 76102 QQ f7 817-392-8240 * I m 817-392-8195 1964 •1993. 2011 Jr Printed on recycled paper Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B FoRTWORTH. March 25, 2024 Appeal To: Texas Department of Transportation Foal Worth District Engineer, Mr. David Salazar, P.E. 2501 SW Loop 820 Fort Worth, Texas 76133 RE: U00014808 Exception to Policy Request, City of Fort Worth IH 30 from Linkcrest to IH 820, ROW CSJ 1068-01-231 Dear Mr. Salazar, The City of Fort Worth is presenting this formal request for an exception to the provisions as set forth in Section 21.37 (Design), Part b (Location) of Texas Department of Transportation's Utility Accommodation Rules (UAR). DME has evaluated the water line design and exception request for compliance with the Utility Accommodation Rules and completed a conflict analysis with the 1H 30 project improvements CST 1068-01-214 (ROW CST 1068-01-231) regarding the required underground relocation of the existing 20" water line. Attached herein are proposed water line design plan and profiles crossing IH 30 at Chapel Creels as well as the Exhibit showing the consideration of other underground crossing routes. Background, There is an existing 20" water line in a 42" steel casing immediately east of the proposed Chapel Creek alignment crossing IH 30 near main lane station 904+85 at approximately 60 degrees, in conflict with the proposed III 30 pavement crossing lower under the existing and to remain Chapel Creek bridge to obtain 19 feet of overhead clearance. The Chapel Creek alignment crosses with the IH 30 baseline at 59.5 degrees. TAC 21.37 (b)(4) states "New utility lines crossing the highway shall be installed at approximately 90 degrees to the centerline of the highway." To meet permit requirements for a Joint Bid utility relocation with the 11130 project, the City of Fort Worth is proposing abandonment of the 42" encased 20" water line under 11130 with a proposed standard 24" water line in 60" steel tunnel liner plate with a minimum of 60" cover crossing 1H 30 main lane station 903+00 at approximately 59.5 degrees. Proposed Crossing at IR 30 and Charnel Creek The City of Fort Worth respectfully requests to horizontally cross under IH 30 parallel to the Chapel Creek Road alignment. An alignment was chosen to facilitate underground installation and the project schedule to avoid new easement acquisition. See attached plan and profile showing the proposed 24" water line in 60" steel hmnel Iiner tinder Chapel Creek crossing IH 30. A proposed vertical jacking shaft that will include 2 24" x 24" Tee, combination air vault assembly and vault will be placed at IH 30 main lane STA 901+65, 227' RT (outside of the EBFR pavement) and STA 904+38, 261.77' LT (outside of the WBFR pavement). Although an alternative was evaluated, our recommendation is to proceed with the optimal alignment provided to avoid 12 additional months of City easement negotiation and construction schedule delay and $500,000.00 in additional construction fee for the alternative. Fort Worth arinr,e1�eaesir WATER DEPARTMENT II l I THE CETY OF FORT WORTH * 200 TEXAS STREET * rou WORTH, TEXAS 76102 llIl N 817-392-8240 • rAx 817-392-8195 1964 -1993- 2011 !< Printed on recycled paper Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E88OC3B FORTWORTH@ I -§Alternate Construction Method Consideration (ee((xhibit} The Alternative #1 alignment —Move the proposed crossing west of the 11130 Chapel Creek bridge crossing at 90 degrees at approximate 1H 30 STA 899+00, 400 feet from the proposed west U-Turn would require water line easement to accommodate water relocations north and south of the 1H 30 ROW. Easement would be required from 3200 Chapel Creek L.P. on the south side of IH 30 and Johnson Sister's Partnership on the north side of IH 30 (see 1068-01-231 ROW maps sheets 11 and 12) Conclusion and Summary In summary, this proposed utility accommodation will not adversely affect the safety, design, construction, operation, maintenance, or stability of the highway. The accommodation will not interfere with nor impair the present use or "Ultimate Condition" of the highway. Any alternative location would be contrary to the public interest that would result from the disapproval of the proposed use of the ROW. And those alternatives are susceptible to conflicts with the future Windsor Road Project. SUAB ARY TABLE UAR Policy UAR §21.35 (c)(1) "The accommodation will not adversely affect the safety, design, construction, operation, maintenance, or stability of the highway." UAR §21.35 (c)(2) "The accommodation will not be constructed or serviced by direct access front the main lanes of a freeway or connecting ramps." UAR §21.35 (c)(3) "The accommodation will not interfere with or impair the present use or f rture expansion of the highway." UAR §21.35 (c)(4) "Any alternate location would be contrary to the public interest, demonstrated by an evaluation of the direct and indirect environmental and economic .effects that would result from the disapproval of the proposed use of the right of way." UAR §21.37 (b)(1) "Utility lines shall be located to avoid or minimize the need for adjustment for fixture highway projects and improvements, to allow other utilities equal access in the right of way, and to perruit access to utility facilities for their maintenance with minimum interference to highway traffic. " UAR §21.37 (b)(4) "New utility litres crossing file highway shall be installed at approximately 90 degrees to the centerline of the highway. " Fort Worth Response City of Fort Worth proposes to bury the 60" steel tunnel liner plate a minimum 60" cover. Proposed City of Fort Worth buried water in tunnel liner plate will be parallel to Chapel Creek and installed by tunnel liner across the IH 30 ROW. MR shafts on each end of the tunneled 24" water line will be outside of the IH 30 EBFR and WBFR pavement Alternative crossing east or west of Chapel Creek would require additional ROW and fee, which would present a negative impact to the project. Proposed City of Fort Worth 24" water to be installed parallel to Chapel Creek at minimum 60" cover vertically clear fi-om existing and proposed facilities including below existing Chapel Creek Bridge drilled shaft foundations. Proposed City of Fort Worth 24" water in 6011 steel tunnel liner will cross at a 59.5-degree angle with respect to the centerline of the highway. �uame�r�cnr WATER DEPARTMENT If 1� THE CITY OF PORT WORTH * 200 TEXAS STRFET * 1'oRT WORTH, TEXAS 76102 lit J 817-392-8240 * rAx 817-392-8195 196 ,ya•zU�i !) Printed on recycled paper Docusign Envelope ID: F834E3E3-F5A8AF47-9202-8B2A9E88OC3[3 FORTWORTIL UAR §21.40 (a)(3)(A) "Manholes may not be FM shafts on each end of the tmincled 24" water installed unless necessary for installation and me will be outside of the IH 30 EBFR and maintenance of underground lines, bi no case WBFR pavement shall a manhole be placed or permitted to remain in the pavement or shoulder of a highway. However, on nonconfrolled access highways in urban areas, the district may, in its discretion, allow existing lines to remain in place under existing or proposed highways. In these cases, manholes may remain in place or be installed under- traffic lanes of low volume highways in municipalities only if measarres are taken to minimize the installations and to avoid locating them at intersections or in wheel paths. If you have any questions or concerns regarding this request, please do not hesitate to contact the undersigned or Mr. Joseph A. Murphy, P.E. (LTRA Senior VP Utilities Division) at 214-979-1144. Sincerely, John R. Kasavich, P.E. Engineering Manager, City of Fort Worth Water Department Attachments: (1) Exhibit 1 (2) Certification for Utility Accommodation CC: Niko Mozaffar, P.E. ISE Engineers Rey Jeyakumar, TxDOT Fort Worth District Project Manager Ben Trevino, TxDOT Fort Worth District Utility Coordinator Fort Worth All-�mnlcaCNy rv�-r—rsa �rrr WATER DEPARTMENT THE CITY OF FORT WORTH * 200 TEXAS STREGT * FORT WORTH, TMs 76102 817-392-8240 * FAx 8 t 7-392-8195 t) Printed on recycted paper Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B In Easement (Eligible) Existing # of Poles or LF Form ROW-U-35 (Rev. 03124) Page 10 Attachment "F" Eligibility Ratio Eligibility Ratio established: 100 % [] Non -Interstate Highway (Calculations attached) Interstate Highway ❑ Toll Road ❑ SP2125 Approved Application (100%) Minute Order #: ❑ Master Utility Agreement ROW Utility Manual Chapter 8, Section 2 In developing the ratio, line length or number of poles is restricted to facilities located within the existing and proposed highway right of way. Facilities located outside the existing and proposed right of way limits will not be used in developing the ratio. Please see example of eligibility ratio calculations below. Plan Sheet or -._ Page# 1 2 3 4 To xist'nrofpoiels or LF (Eligible) Tot tngs or LF (Ineligible) Total i or LF _ Total 'sting # of Poles or LF (Eligible) divided by the Total Existing # of Poles or LF 5�_� 7/22/2024 CH� Jun 26, 2024 inmai Date initlal Date TxDOT Utlllty In Public ROW (Ineligible) Existi of Poles or 0 385 96 503 412 503 915 45.03% Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8S2A9E880C38 Form ROW-U-35 (Rev.03124) Page 11 Attachment "G" Betterment Calculation and Estimate ❑ Elective Betterment Ratio established: % ❑ Calculation is attached and the justification is Included below ❑ A betterment and an in -kind estimate are included ® Forced Betterment ❑ To comply with regulated industry standards, laws, and regulations. (Supporting documentation required) ® To comply with published current design practice followed by the utility in its own work. (Supporting documentation required) ❑ Due to proposed roadway design. (Provide explanation below) ❑ Not Applicable A statement explaining Elective and/or Forced Betterment: • Water Line A — Forced betterment for replacement of the existing 20-inch water line which is in direct conflict with the IH 30 oast bound main lane pavement (CID #53). Per Section 5.4 of the City of Fort Worth Water Department - Installation Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure (May 2019), new water mains shall consist of the following diameters (in inches): 8, 12, 16, 24, 30, 36, and multiples of 6-inch thereon. Thus, the minimum diameter replacement for this line is 24 inches to be in compliance with City of Fort Worth design criteria standards. • Water Line B — Forced betterment for replacement of the existing 8-inch water line which is not in direct conflict with the IH 30 project. The existing 8-inch water line is connected to the existing 20-inch water line that is being relocated (CID #53). When the existing 20-inch water line is abandoned, the existing 8-Inch water line would be a dead-end water line. Per Section 5.10.1 of the City of Fort Worth Water Department - Installation Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure (May 2019), dead-end mains may only be considered when a looped or interconnected water main system is not available. Water Line B reestablishes the looped water main system and eliminates the dead- end water line. • Water Line C — Forced betterment for when the existing 20-inch water line is abandoned resulting in the existing 8-Inch water line on First Chapel Drive to be a dead-end water line. Per Section 5.10.1 of the City of Fort Worth Water Department - Installation Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure (May 2019), dead-end mains may only be considered when a looped or Interconnected water main system F Ds 7/22/2024 CH Jun 26, 2024 CH ininal Date Initial Date TXDOT utility Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B Form ROW-U-35 (Rev.03124) Page 12 is not available. Water Line C reestablishes the looped water main system and eliminates the dead-end water line. Manholes, Vault, and Air Release Valve Adjustments — Forced betterment for proposed grade adjustments associated with the IH 30 project. See Installation Policy and Design Criteria Next Pages FDS 7/22/2024 initial Date TAD 07 %/ Jun 26, 2024 CH Initial Date Utility V! F834E3E3-F5A8-4F47-9202-8B2A9E880C3B SORTWORTH.. WATER City of Fort Worth Water Department Installation policy and Criteria for Wastewater, and Reclaimed Infrastructure May 2019 Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT INSTALLATION POLICY AND DESIGN CRITERIA overflow elevation is 805 feet, This plane also includes the area east of IH-35 and north of Holly Plane. The bottom of the water storage tank(s) bowl elevation is 770 feet, 5.3 MINIMUM WATER MAIN SIZE 5.3.1 Residential & Commercial Water Mains — The minimum water main size for a residential (defined as single-family detached or two-family/duplex housing) area or a commercial (defined as development not composed of single-family detached or two-family/duplex housing and industrial developments) area is 8-inch inside diameter (1.D.), or such larger size as may be necessary to properly serve the proposed and existing development, 5.3.1.1 Upon approval of Water Department Staff, smaller residential developments, such as cul-de-sacs, may be allowed in certain cases to contain water mains less than 8-inch (I.D.) to help prevent water quality issues, The minimum size allowed for these special circumstances will be 4-inch water mains (with minimum 6-inch valves). 5.3.2 Industrial Water Mains — The minimum water main size for an industrial zoned area is recommended to be 12-inch (I.D.), or such larger size as may be necessary to properly serve the proposed and existing development, 8-inch (I.D.) water mains may be allowed in some situations, upon review and approval of a Water Study. However, the maximum velocity allowed in accordance with the Water and Sewer Study Guidelines is 10.0 feet per second (fps). In no case can water mains be allowed smaller than recommended by the City's Fire Department. 5.4 SIZING WATER MAINS 5.4.1 Standard Sizes — New water mains shall consist of the following diameters (in inches): 8, 12, 16, 24, 30, 36, and multiples of 6-inch thereon, 5.4.2 A Loading Analysis or Water Study shall be performed to determine the demand/loads created by proposed development and if any necessary improvements to the existing system to support the development are needed. Water and Sewer Study Guidelines are included in the Appendix. 5.4.3 An alignment walk and/or study may be required if the water main is outside of the existing public right-of-way. 5.4.3.1 All water mains 16-inch and larger in diameter will require an alignment walk. 5.4.3.2 When special circumstances exist at the discretion of the Water Department, an alignment walk may be required for 12-inch water mains and smaller that are within the right-of-way. DESIGN CRITERIA FOR WATER SYSTEMS 56 MAY 2019 Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E88OC3B FORT WORTH CITY OF PORT WORT14 WATER DEPARTMENT INSTALLAT[ON POLICY AND DESIGN CRrrRRIA 5.9.2 Provision for Future Extensions — Connections are to be designed to facilitate future replacements and improvements. To accommodate future 12-inch or smaller extensions and minimize future outages, the water main should terminate with a gate valve and one .joint 18-20 feet of water main. Water mains 16-inch and larger will require a longer future stub -out or anchoring restrain. 5,93 Shut -Down Periods for Large Mains — If a shut -down is required for a connection or relocation to an existing main that is 24-inch in diameter, or larger, the Engineer shall make provisions within the construction Contract Documents (including drawings) to notify the contractor that connections to mains will only be allowed from December 1- March 1, unless otherwise approved by the Water Department Director. Prior to submittal of final plans, the Engineer shall coordinate with Water Department Staff to discuss the shut -down procedure and to determine if any additional requirements need to be incorporated into the Contract Documents. Drawings shall also contain the following notices for the contractor to adhere to during construction: 5.9.3.1 Contractor shall coordinate with Water Department Field Operations at least 2 weeks before shut -down to discuss plan, 5.9.3.2 Contractor shall. coordinate with Water Department Field Operations at least 48 hours in advance of planned connection to discuss details and sequencing procedure of the connection. 59.3.3 No shut -down will occur unless all required material and equipment are on site. 5.10 DEAD END WATER MAINS 5.10.1 Dead-end mains shall be avoided and may only be considered when a looped or interconnected water main system is not available. The design of all water distribution systems should include the opportunity for future looping or interconnect of any approved or proposed dead-end line. 5.10.2 Residential cul-de-sac dead-end lines may be allowed to be reduced down to 4-inch diameter, upon approval by the Water Department Staff, 5.10.2,1 The fire hydrant lead shall be installed prior to the reduction of the main size, 5.10.2.2 The maximum length of a dead-end main in a cul-de-sac without a fire hydrant is 250 feet. 5,10.2.3 Future extensions from a 4-inch or 6-inch dead-end main will not be allowed. MsIGN CRITERIA FOR WATER SYSTEMS 66 MAY 2019 Docusign Envelope ID: F834E3E3-F5A8-4F47-9202-8B2A9E880C3B Form ROW-U-35 (Rev. o3l24) Page 43 Attachment "H" Proof of Property Interest ❑ Supporting documentation of compensable property interest that establishes reimbursement eligibility as referenced in Texas Transportation Code §203.092. ❑ Property interest documented through applicable affidavits and required attachments. ❑ ROW-U-Affidavit ® The roadway improvement project is designated as an Interstate Highway project; therefore, no supporting documentation of compensable interest is required. Supporting documentation for existing easements is required for easement replacement. ❑ Toll Road (Supporting documentation of compensable property interest required if more than 50% eligibility ratio is applied) ❑ SP2125 ❑ Master Utility. Agreement �63 `!� 7/22/2024 C11 Jun26,2o24 Initial Dale InItlaF Date TXDOT Utility Docusign Envelope ID: F834E3E3-F5A8AF47-9202-BB2A9E880C3B Standard Utility Agreement ROW CSJ: 1068-01-231 PROJECT NAME: IH-30 from Linkerest to I1I-820 ADDITIONAL ROUTING SIGNATURES CITY OF FORT WORTH CONTRACT COMPLIANCE MANAGER: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. By: C, A. ��"a JoddR. Kasavich, P.E. Engineering Manager Email: johnkasavich@foilworthtexas.gov APPROVAL RECOMMENDED: By: Christopher H rder (Jun 26, 2024 08:48 COT) Chris Harder, P.E., Director Water Department Email: clu•is.harder@fortworthtexas.gov APPROVED AS TO NORM AND LEGALITY: By: Douel8sBlackBla6(Jul 418:01CDT) Douglas W. Black Senior Assistant City Attorney Email: douglas.black@fortworthtexas.gov ATTEST AS TO CITY MANAGER SIGNATURE: F (�vrC}an4 fORTn°°° By•. pro ao Jannette S. Goodall °a' *d City Secretary a°°°°....g4 Email:Jannette.Go o dal l@fortwor thtexas.gov OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX