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Home My WebLink AboutContract 57790��'�' S�CRETh�Y - - fl� 6;;°�r� . � ��f�t +� ��. - ir�frnstructurc, l��_ I �: i��f F n c •. E.�sar�a�� , -'. n e 7t - �di�+Yl ��.�f � �� : �� . ,- - r - � '1 �- � i � Y. F 1. i" � . i �,i , � . � �� . �_ � � �� '�rl�� _ -; �,� � �? �['.�S �� .�f�� ' �- � - �"J �� ,. �, - +�� . �� VO�� 1��N� �1�C�I��S� ��J�E� PR�J�� Se�rx�e�� 3� ��u�l�� nn�� Uil�liY ASS�I��LY: 35Vl�-�U-051i �vn�li�� 7 f � ' �� ' � � � . `�,: �, ; �-� �422 �,� �pRZW�� SECR'�� ► �� `-'�. . �r � �d�1� l4� . i��f�ci�tru�.�� .11c. Coty �f F�� UV��t� 100D Throckrmori�� Str��t F� �o��i1, �x ��102 (�gi� �9��77 �VI�[IV 13fi01 IVorth Freeway, Suite 200 Fart V�vorth, iexas i61i7 ($3�7) 717-17iS Main c �l�� '��D a� G S idS�k...li?�Y:��9'S� ��", �hi��'��.m �.e�y infr�structa�r�, li� � City Qf Fort Worth Ass�mbly Develaper Managed Assembly Number: 35W-U 0517 North Tarrant Ex ress E— Se ent 3C Date: June 28, 2021 Facilities and Limits Conflict ID ➢ Approximately 66S linear feet of existing 24" CPP {B-3D3} waterline (X- 137 0965i, X-09667) crossing IH35W at Heritage Trace Parkway from IH35W BL Station 1344�-1Q, 296' RT to IH35W BL Stativn 1344+29, 330' LT. North Tarrant Infrastrtxcture, LLC (NTI) and NTE Mobility Partners Segments 3 LLC (NTFMP) are subzaaitting this Utility Assembly in compliance with the �'acility Agreement far the C7tility Adjustment Agreement 35W-LT-0517, far a 24" waterIiu�e crossing IH35W north ofHeritage Trace Parkway, owned by the City of Fort Worth, because the facility is in conflict with proposed roadway construction lacated within t.�.e North Tarrant Express Segm�nt 3C ca�ridor. Conflict 137: Install approximat�ly 6871inear feef of 24" DIP vvaterline crossing IH3SW at Heritage Trace Parkway fram appraximately IH35W BL Station 1344+10 to IH35W BL Station 1344+29. Install by conventional bore 494-ft of �42-in diameter, p.6875-in thick steel casing. Abandon and grout approximately 310 linear feet of eJcisting 24" CCP waterline and remove approximately 3551inear feet of existing 24" CCP watexline fro� approximately IH35W BL Statian 1344+10 to IH35`Ti� BL Station 1344+29. The estimated cost to abandon/replace this facility is $1,6I7,964.20. The �nal cost wiIl he paid by NTI according in actual accumulated costs. The relocatian is lOQ% compen�able for the City of Fart Worth because the existing facilities are loeatecl an a Fecleral Inierstate Highway. There are no betterment costs or salvage values associated with this UtiIity Assembly. Tkus `Developer Managed' Assembly consists af components including: Transmittal Memo, Assembly Summary, TxDOT Checklist, Utility Adjustment Agireeznent, Plans & Specifications, Estimate, N�o Canflict Sign-Off Forms, Bonds & Insurance, Abandonment Documents, Joint Use Acknowledgement, Right of Way Maps, a�d FHWA Alternate Procedure Approval Letter. Right of Way maps have not been supplied by N'Y'EMP at this time but are currenily being produced. The survey Iocation of the existing and proposed Right of Way line Iocaiions are known and are being used on the design of the roadway and utilities for tlais Project. Nat a11 parcels have been acquired and markers will nat be set until after eonstruction is complete. Due to this and with approval by TxDQT, Rzght of Way Maps are intentionally omitted frnm this sub�nittal, but fizll and complete Right of Way Maps will be provided before the completion of the Praject and acceptance of the utilities. eSJ Engineering Associaies, LLC. provided the plans an behslf of the Developer, wb.ich were sig�ed and sealed by Jeffrey D. Hunter, P.E. on Apri11, 2021. NTI ancl NTE�VIP have reviewed this Assembly for FA and UAR compliance and � recomme�d approval of the Assemb�y and have acicnowledged the Traffe Control Plan and the , DocuSign Envelape ID: 90D6047GE�7S-4FC8-9C53-468623F1�FOA IllElil'�tlli�.�c� � ��L Environmental Plan as de�ned in NTI's Gen�ral & Canstruction Notes contained in CSJ's plan set, NTEMP, NTI, and the City of Fort Worth have executed this Assembly. NTI will conduct the necessary pre-construction .meeting to address NTI Safety and environmental issues prior t� perForming any adjust�nent related acti�ities on the project. A11 safety, tra�c control, and environmental issues will be camplied with during constrnction activities in the vic'tnity of the line to maintain the integrity of the City of Fort Worth facilities and pro#ect t�te traveling public. NTI and the City of Fot� Worth expect ta begin construction activities within �0-days frotn receipt ofNotice to Praceed and complete construction within approximately 2UQ-days. Recommended %r Appravalc DocaSipned 6y: � — _9i709CO�8797d�3_. Angel Beltran Chief Executive Officer Narth Tarrant Infrastructure, LLC _—.Cloau$lpned 6y: � ,�. �. �,iaS Jean C. Elias, EIT Sr. Design & Construction Engin�er NTE Mobility Partners Segments 3 LLC —�qou8igned by: Cvis�iv�.� I�.�,v�i�,vy Cristino Martinez Utility Manager North Tarrant Infrastrucfure, LLC iryFrc�st� i.ictt�r�, llc : ..� _ �-=-�:r�-•�� - . �..- ,, � � , � � ��' ; � �� F � . : � _ � . , . � � _ �� -_ � -. i �. I � 4 � �� i* �- � . # t ,� � �� '�'r��' - ;+ _�_ .�� ► � -� � . - � ��.�f��{}�a� � ��- _- _ ; � _ �. � � � . �.� � � ��sr��tt�� I�er�n� �i�y �� or� li�orth �t�li�y Ad��st�� A�r��e�� 3�1i��J-��7 ._, �ocu5ign Enveiope ID: 9QDBfl47C-ED78-4FC6-8C53-45�623F10FOA . Maps are intentionally omitt�d from this submittal, but full and camplet� Right of Way Maps will be � provided befar� ihe completion af the Project and acc�ptance of the u#ilities. NTI and NT�MP have revi�wed this Assembly for �A and lJtility Accommadation Rule compliance and recommends approval. N71, NiEMP, and the Owner have executed the Assembly. N�I will schedule and conduct a pre-canstructian meetirrg to addr�ss NYE Safety and er��ironmental issues prior to p�rforming any adjustment related activities on the project. All safety, traffic con#rol, and environmental issues will be com�lied with during construction acti�ities in the wicinity of the iine to maintain the integrity of other fa�ilities and proiect the traveling public. T�xDOT has 10 business days to re�iew and ap�rove the Assembly. �ecommended fo� �pprov�l: Doau8igned 6y: � _o�vnornno�a�aa� Ang�l Beltran Chie# Exec�tive Officer North Tarrant Infrastructure, LLC �—�onuSl�nad by: �,V'i3T�ln.b �.AYiIVulJ'] A .A056R7dd �d6A Cristino Martinez Utility Manager North Tarrant Infrastr�cture, LLC � poouSfgned 6yr / .�-a�. C• �,i�S � Jean C. Elias, EIY Sr. Design & Construction Engineer NTE Mobility Partners Segmenks 3 LLC .� '� ^r:c• �i1Ct�1 Ifl�f[t5�(l1�r111C3, ��IC. : � ` ��,w.p I f ' �� LL ' * - � �:y� + � � * .� f �+ ��. � I � �� - �� . �. ��.�� . ,� , �� ,��..�� .��_ � -# � . . n _ —-_ I � rt , .sT . -�-_ a� 'i�.� �i� �'` �, �. � � � � � .�, � �`�" i� b1� v� Co�t��t5 C��y �f �o�t ��rth ��Oo�� j�s�� A►��ee�e�� 3�IAl�4�-45g7 � , "�•saa � � L'4si1.7f�t,�_4:St Ififl(Zytf�{.t�SfP.{ «C `.R3�S44x;�rf�r�;; #�=�- - � • y � � � ,� 4� � ' � 4 � '�.. i J+�:. a� '� '�` =� ,��;��J �r ��? �� + �" . _ � � ��,,� �1�.`�t,i . , .. r I � ��,• �� . ;a. # � ��1� ��ilt� Naxth. �a��ani �xp��ss �eg�nen� 3C ��t� of For� �or� Assembl� 3��J�0i1i 1. Assembly Summat y 2. Transmittal Memo 3. Table of Contents ; 4. TxDQT Utility Adjus�nent Checklist 5. Utility Adjustment Agreement 6. Exhibit �- Utility Design Plans & Specificafions '7. E�ibit C- Utility Cost Estimate 8. Utility Joint Use Acknawledgement Form 9. Utility No Conflict Sign-Of� Form — UM & UDC 10. Bonds & Insurance 11. Utility Abandonment Documents & Exhibits 12. Right of tiVay Maps 13. Al�ernate Procedur� (FHWA) Approval Letter � ir�frc��tru�tt�r�, lir. " i �: � �..T�,�,�,�� ' � ,j �' �� i � � � ii+ I - � 4 # - � � �� - � � * _ � '* r - + f � � r + � � � 1" � � 7 �� '! � �� '.��{ i' ,. � � I ` . ,� t.:'.`,� �I E'"�,`f' � , ' �� ' � .. � � i � .� � �, � � � �to�o�� 4d�a��rr�� C��kl�s� City o� �or� �AJ�� l�to��y �4��r��t A�r��n� 35�I�U��7 � �;�� a�� Farm SPD R�W-U-AdjCheck REV l 3/2014 C�A �I�I�IiY ��J��TR�YE,NT CbECKLI�� {To be included with Utiiity Assembly Submittal} U-No.: 35W-U-0517 Disirict: Utility Owner: Fort Worth City of Fort Worth County{ies}: Tarrant CSrNo{s).: CSJ-R-QO$1-12-049, CSJ-C-0081-12-047 Project Limits: Fram North Tarrant Parkway to Eagle Parkway Federal ROW Project Na.: N/A Reimbursement {cheek one (I) box): Actual Cast � Lump Surn ❑ Non-Reimbursable ❑ Alternate Proeedure Approval Date: March 10, 2020 Descripiian of Work: Conflict 137: Install approximately 6871inear f�et of 24-in DIP waterline crossing IH35W at Heritage Trace Parkway fram approximately IH35W BL Station 134�+10 to TH35W BL Station 1344+29, Install by conventiona� bare 494-ft of 42-in diameter, 0.6875-in thick steel casing. Abandon and grout approximately 3101inear feet ot'e�cisting CCP water3ine and remove approxa.nnately 3551in�ar fe�t oi e�sting CCP waterline from approximately IH35W BL Station 3344+10 to IH35W BL Station � 344-�29. This Assembly is UAR Campliant. Estimated Start Dat�: Esiianaied Completion or DuratiQn: Estirnated Total Adjustmes�t Costs: Esiimated Betterment (in dolla�s and caCculated %) Estirnated Acerued Depreciatian: Estiznated Salvage: Crec�its and Vouchers: Eligibility Ratio (calctdated and supported °10} September 1 b, Z021 April 1, 2fl22 $1,617.954.2Q $�.�0 0% $0.00 �a.�o $0.00 $1 617 964.2a 10o.00�io Noteworthy IssueslItems: N/A aocu5ign EnVelvpe ID; 90CJ�Q47C-�p78-4FC6-9C53-468623F1�FOA � .�.,. °� „b,,.n.� Forin SPD ROW-U-AdjCheck REV 1112p14 RSS�i�IB�Y ��oCK�G� I, Have kh�e required niimber oi Utility Adjustment AssennbIies of which the TxDOT Copy is color coded, been submitted7 Yes � No ❑ N/A ❑ 2. Have the following fo.rms been submitted? PUAAIIJA.AA: Yes � No ❑ N/A ❑ UJiJA: Yes � No ❑ N/A ❑ Statement - Contract Work; Yes ❑ No ❑ N/A �j U-1 Affidavit: Yes ❑ 1Vo ❑ N/A � Quitclairm Deed: Yes ❑ No ❑ NIA � UM/UDC Sign Off: Yes � Na ❑ NIA ❑ 3. Are all foY�ms submitt�d complete and eorrect for the situation/circumstance of the Utility Adjvs#sx�ent? Yes � No ❑ N/A ❑ i�tAfVSR�ITl°r4� �� 4. Ifthe Adjustment has unique characteristics, does the transmittal include explanations and clarifications? Yes ❑ No ❑ NIA � 5. Has a recoznmendatian for approval been stated? Yes � No ❑ N/A ❑ 6. Tf the Utility Adjustrnent is in mare than one {] ) RCS] {Local Jurisdictional Boundaty}, have the percentages in each jvrisdiction been detailed? Yes ❑ Na ❑ NIA � DocuSign �nvelape lD: 90�6fl47GED78-4FC6-9C63-q68$z3F10F0A � �«a.��, �,N.�, Form SPD ROW-U-AdjCheck REV 1112Q 14 U�I�I�Y Af�JUSi�VV��di AG�t��14��P1� 7. Have language modificatians ta the utility agreement �een approved by TxDOT2 Yes � No ❑ N/A ❑ 8. Has tha Utility. cons�ltant-engineering contract been reviewed and approved by the De�eloper's Utility Manager {UM}? Yes ❑ No ❑ N/A � UiILITY A��L�S��fVi �LdNS �,IVD SP�CIf�ICE1�lOf�S 9. Plans fold.ed 5o as to fit into 8.5" x 11" file? Yes� No❑ NIA❑ 10. Have the Utility Adjustmernts been designed for the Proposed Configuration? Yes � No ❑ N/A ❑ 11. Project ar vicinity plan pro�ided? Yes � Na ❑ N/A n 12. Have the plans far the iltility Adjustment been sealed by a Regisfered Professional Enginear (PE)? Yes � No ❑ N/A ❑ 13. Has the Utility Ovvner signed the cover sheet of the plans verifying review and approval, if Developer is res�aonsible far Engineering on either Owner Managed or Developer Managed Agreement? Yes � No ❑ N/A ❑ 14. Backfill reyuirements met (item 400 referenced)? Yes � No ❑ N/A ❑ I5. If excavation is required, do the pians include a note an OSHA trench excavation protection7 Yes � No ❑ N/A ❑ 16. Is a note provided in the plans that the adjustment will conforrr� with the TMiJTCD? F Yes � No ❑ N/A ❑ DocuSign Envelope Ia: 90DB047C-ED76-4FC6-9C53-468623F10FOA ��/°'>.... �� Form SPD ROW-U-AdjCheck REV 1112014 17. If the adjustment invalves a plastic water, sanitary sewer, or gas line, has a metaf detectian wire been included in the estimate or with detai�ed in the plans? Yes � No ❑ N/A ❑ 18, Has Barlow's Farmula infoi�nation been submitted for un-encased higl� pressure pipelines? (The Barlow's calculatia�� rnust be provided b}� the utility o�evner. The foIlowing information is required to complete Barlow's formuIa. S=Yield Strength, Wal1 thickness = t, Outside Diameter = D, Design Factor = F. Ma�innum Operating Pressure mus# also be given and campared to the pressure ca�culated with Barlow's. The Barlow calculation must be shown with the submission.) Yes ❑ No ❑ N/A � 19. If the pipeline is un-encased, is there adequate coating, wrapping and cathodic protection7 Yes ❑ No ❑ NIA � 20. Information on plans sufficient and adequate to: Determine necessity and justifcatian ofproposed work? Yes � No ❑ N/A ❑ Demons�rate Utility Accommodation Rules compliance? Yes� Na❑ NIA❑ Indicate highway s�ationing, e�sting. and prop�sed ROW, offsets from propased ROW, existing and proposed grades, and edge of pavement lines? Yes � No ❑ NIA ❑ Provide any other necessary ar essential information such as press�re, flow, offset, type, condition, wall thickness, specifications etc.? Yes � No ❑ N/A ❑ 21. Is this Utility Adjusttn�nt within ROW pro�ect limits or d'vectly related to v�ork required within praject limits? Yes Q� No ❑ N/A ❑ 22. Are any of the proposed utiliiy facilities instalied langitudinally within a control of access7 Yss ❑ No � NIA ❑ �ocuSign Envelope ID: 80178D47C-ED78-4FC6-9C53-46B6Z3F10FOA � ,�,.. ..�.� .�� Form SPD RQW-U-AdjCheck RE?V 11/2014 CO�i ��`[hflA i � 23. Has the Developer's UtiIity Design Coordinator located on the plans the major items of material listed on the estimate by scaling or stationing? Yes � No ❑ N/A ❑ 24, If the agreed sum method has been marked, has a detailed, iternized esti�nate and rnatching plans been provided? Yes ❑ No ❑ NIA � 25. Is the estimate properly and adequately itemized and detailed? Yes � No ❑ NIA ❑ 2b. Are overheads and loadings checked for reasonableness? Yes � No ❑ N/A ❑ 2'1. Replacement ut�lity ROW charges justified at�d supported7 Ye� ❑ No ❑ NIA � 28. Eligibility raiio caiculated and recornmended? Yes � Na ❑ NIA ❑ 29. Bettexment credit applicable? Yes ❑ No ❑ N/A � 1f yes, is credit caIculated and applied properiy? Yes ❑ Na ❑ N/A � 30. ,4ccrued Depreciatian credit applicable? 1'es ❑ Na ❑ N/A � If yes, is credit calculated and applied properLy7 Yes ❑ No ❑ N/A � DocuSign Envelope Ia; 9�DB047C-ED78-,4FC6-9C53-4S8623F1{]FUA � �� „�,�,.a,� Form ST'D ROW-U-AdjCl�eck REV 1112014 3l . Salvage credit applicable? Yes ❑ If yes, is credit applied properlyi Yes ❑ Na ❑ No ❑ 32. Estimate extensions checked? Yes � No ❑ A�'�ID�VIT OF F�RQP�RTY IPlT��Si 33 34. 35 � /1 � J\ NIA ❑ Proof af compensable property interest established by t�tility where applicable? Yes ❑ Na ❑ N/A � If yes, according to ti�a "Real Property Interes#" paragrapl� af the Pl1AA: Does the esNmate detail reimbursement for "Nevu Pt•opea�ty" interest2 Yes ❑ No ❑ N/A � Does the estimate detail compensation for calinquishing "Exist.ing Praperty" intecest7 Yes ❑ No ❑ NIA � Did the utility owner prQ�ide a letter stating that f.hey will quitelaim their properly interest at no costs nr an agreed sum if new utility praperty interests are not being acquired? Yes ❑ No ❑ NIA � Have the parcel [D numbers ta be Quitclaimed been identified? Yes ❑ No ❑ N/A � Has the owner pro�id�d a signed letter of intent to Quitclaim, and has a copy of the correet Qt�itclaim Deed(s) been submitted2 Yes ❑ No ❑ NIA � DOCu5ign En�elope ID: 90i3B047G-ED78-4FC6-9C53-468633F10FDA � ��w �n�dw Form SPD RQ�W-U-AdjCheck REV 11/20I4 ,I �.0.�. �� 36. Approved and current ROVV Maps an file with project off'ice7 Yes ❑ � // N/A ❑ 37. Have the existing and proposed utility facilities been plotted on the ROW map and attached to this assembly? Yes ❑ Na � N/A ❑ COMMEI�TTS: Right of Way maps ha�e not been svpplied by NTEMP at this time but are currently �ieing produced. Ths survey location ofthe existing and proposed Right of Way Iine locations are known and are being used on tk�e design of the roadway and utilities for this Projec�. Not all parcels have been acquired and markers will not be set until after consiruction is camplete. IIue fa this and with approval by TxDOT, Right of Way Maps are intentionaUy omitted from this submittal, but full and complete Right of Way Maps will be pravided before the completion of the Project and acceptance of the utilities. T}�e sizing far the cannection to the 1p-inch wat�r line to Confiict 137 on the east side of IH35W was designed as a 12-i�ach water Iine based on the standard siz�s far water mains in Section 5.4.1 of the ,;, Ciry of Fort Worth Waier Departtnent Installation Policy and Design Criteria for Water•, Waste�Jate�, � and Reciaimed W�ter Infrastr•ucture, May ,2019 which states, `°(n)ew water mains shall consist of the follawing diameters (in inches): 8, ]2, 16, 24, 30, 3G, and multiples of 6-inch tlaeron." Therefore, this upsize in water line pipe diameter is not considered a betterment. �---��atuSlgrted dy: � W� � Prepared by: anaar.5nrttsdFgE,g- Utility Desig� Cnordinator Uoeuslgned hy: Aecommended for �� Approval by: AA5B b EB ❑ ac�.. Quality Cpnkral —�ocuBfgned by: �,visfi�t.a 19�.�,v�iv� Approved by: Utility Manager 05�7{1�2�21 Date OS/19/2U21 Date o�/za/zazi Date .. . ' . . :.� ~ . I � _ .`� ..4C3i1 - . rriFfckstruc:tur�l l�� - .i� .. � S� "Nx� �:i , � f� �'�•rR, � �*�� }T� �� I - � 4 Y � ; � � , . „ t.� � M � �" 4. , .�� 'J �� _ � � . _ ��. :_ . � ��l�_�J�l�i4�C� � �� +� � � �� + � *l.1. _ �,�� i � �� + �. 'lL��` �� Ik�US�111 U�111� ��II �� 1!0 1 C��y �� o�t �I�rt� �to��ty A�j�rs��e�t A��er�e�� 3�IA1-l�-�� 7 AocuSign Envelope I�: 90D6047GED78-4FC6-JC53-468623F10FOA Texas Department of Transportation Farm TxDOT-�'A-U-35-DM-NTE Page 1 of 31 Rev.4/10110 Revised by tlie Parties November, 2020 Ci'#�1' S€GR�i'p��Y ��r��r �a. 5�`�'�c.� County: TARRANT & DENTON ROW CSJ No.: 0081-12-049 Const. CSJ No.: 0081-12-047 Highway: NTE (IH 35W) Lirnits: From Narth Tarrant Parkway ta Eagle Parkway PROJECT UTILITY ADJiTSTMENT AGREEMENT {Develaper Managed) AgreeFnent No.: 35 W-U-0517 THI5 AGREEMENT, by and betwe�n NTE Mobility Partners Segments 3 LLC, hereinafter identi�ed as the "Developer", North Tarrant Infrastructure, LLC, hereinafter identified as the "Design�Build Cantractar" aud City of Fort Worth, hereinaftar identified as the "Owner", is as follaws: WITNESSETH WHEREAS, the STATE OF TEXAS, acting by and through the Texas Department of Transportat�on, hereinafter identi�ed as "TXDOT", is author�zed to design, construct, operate, maintaiti, and improve turnpike projects as part of the state highway systenra throughou�t the Stafe of Texas, all in confarmance with the provisions of Chapters 203 and 223, Texas Transpartation Code, as amended; and � WHEREAS, the TxDOT proposes to construct a turnpike praject ideniified as the Narth Tarrant Express P�•oject, reconst��uction of Interstate 35W, Segment 3C from North Tarrant Parkway to �agle Aarkway (tla� "Facility") as depic�ed on Exhibit `�A"; and WHEREAS, pu��suant to that c�rtain Amended and Restated Facility Agreernent by and between TxDQT and the Developej- with respect to the Facility (the "FA"}, the Developer ha� undertaken the obligatiar► to design, construct, fnance, operate, and maintain the Facili�ty; aud WHEREAS, the Developer's du#ies pursuant to the FA� include causing the protection af, remav�l, relocatian, ar other necessary adjustment of e�sting utilities, includrrig Owner Utilities as de�ned herein, impacted by tlie Facility {callec#ive�y, "�ldjushnent"), subject to the p�•ovisions hereiir and WHEREAS, pursuant to that certain Amended and Restated Design-Build Contract by and between #he Deve.loper and the Design-Build Contraetor tx+ith respect to the Facility (the "Design-Build Contract"), the Design-Build Contractor has unde��taken the pbligation to design anc� construct the Facility, which includes the protecfion of and Adjustments to Owner Utilities at Desigin-Build Cdntractor's expense, subject to the provisians herein; and WHEREAS, the Faciliiy may receiwe Federal funding, financing and/nr credit assistance; and WHEREAS, the Design-Build Contractor and the Ownea• agree ta enter into this Project Utility Adjustment Agreement ("P[]AA" or "Agreement") which provides an overall scope of the FaciliTy, ganeral terms and conditions governing the protection of and Adjustnnents to Owner Utilities; and WHEREAS, additional Adjustments of Qwner Utilities will be memoxaa�ized by atnendmenfs to this PUAA, knawn as Utility Adjustment Agreement Amendanents ("UAAA") in the general farrn actacrted hereto as Exhibft "B", which may also be modified as per the FA; and �"-- WHEREA�, this PUAA, by necessity, includes at least one Adjuslment as detailed herein; anc1� � '�� ° �y�� ;�4 �ocu5ign Envelope Io: 9UD6D47C-ED78-4FC6-9C53-458623F10FaA Texas Department of Transportation Form TxDOT-FA-U-35-DM-NTE Page 2 of 31 Re�.4/10/10 Revised by the PArties November, 2020 WAEREAS, the Design-Build Contractar has prepared a Utility Adjustment Concept Plan ("UACP"), pursuanf to the FA, and natifieci the Owner that certain of its facilities and appurtenances (the "Owner Lltilities") are in locational canflict with the Facility (and/ar wiih the "Ultimate Con�guration" as sueh term is defined in the FA of the �'acility as the ultimate faotprint of #he Facility with corresponding roadways (including Frontage Roads), interehanges and toll plazas as planned for and presented in the final environmental impact documents and NEPA Approvai), and the Owner has reyuested that the Developer and the Design-Build Contractor undertake the Adjustment of the Owner Utilities pursuant to �203.092, Texas T2•ansportation Code, as amended, Rule 21.23 of Tifle 43, 23 C.F.R. 645A (Utility Relocatians, Adjustments and Reimb�rsemant), and aIl appIicable Buy Az�rzerica provisions {including, but not limited to, the Buy America raquirements speci�ed in 23 U.S.C. 313 and 23 C.F.R. 635.410, as they may be ainended, and TxDOT's Buy America Guidelines — Utility Accommodations approved by FHWA by letter dated October 3, 2U19), as necessary ta acenmmodate the Facility (and the tlltimate Canfiguration); and WHEREAS, Owner Utili#ies and the Adjustment(s) of the Owner [7tilities a�•e located vc+ithin the FacilFly. A master list af al! Owne�• Utilities is attached hereto and incorporated herein as Exhibit "E", and generally described as follows: �vafer, sanitary sewer, and storla� �ater fc�cilities ('f applr.'cable), ar�d ap�u��tenances; an[� WHEREAS, Developer and/or Design-Build Contracior wilI mai.ntain a Utility Tracking Report for Owner Utilities which compliments the UACP and which will be presented to Owner on a monthly hasis; and WHEREA5, the Owner, Developer and Design-Bu.ild Contt-actor recognize that time is of the essenee in completing the worlc contejnplated herein; and WHEREAS, the Developer, the Design-Build ContractQr and the Owner desire to implem�nt the Adjusiment af certain Owner Utiliiies described below by entering into this Agreement. AGREEMENT NOW, THEREFORE, in consideration of these premises and recitatians and the mutual covenants and agreements of the parties hereto and othet• good and valuable consideratian, the receipt and suffieiency af which being hereby acknawIedged, #he Developer, the Design-Build Contractor and the Owner agree as follows: The following terms and conditions are intended ta serve as the basis of understanding between the parties for the Adjustments made nec�ssary by the Facility construction, but may be amend�d as needed either directly hereta or by a subsequent UAAA. The Acfjustment(s) s��bject ta this PUAA includes as follaws: Install approximately G$7 linear feet of 24" DlP waterluie crossing IH3SVV at Heritage Trace Farkway frazan appraximately IH35W BL Station 1344+10 io IH3SW BL Station 1344+29. Install by conventional hore 494-ft of 42-in diameter, O.G$75-in thick steel casing. Abarzdan and grout appro�nately 3I0 linear feet of exisHng 24" CCP waterline and remove approximately 355 linear feet of existi�ig 24" CCP waterline fi-om approximately IH35W BL 5tatio3� 1344�+] 0 ta IH35W BL St�tion 1344+29, 1. Prenaratiau of Plans. [Check one box that applies:] � The Design-Build Contractor has hired an engineering firm, CSJ Engineering Associates, LLC, as a second-tier subcont�•actor, which �rm is acceptable to the Owner, �o perform engineering serviees needed for thc preparation of pIans, required specifications, and east DocuSign Envelope ID: 9p�B04iC-EO78-4FC6-9C53-468623F90FOA 7'exas Department of Transportation �onn TxDOT-FA-U-35-DM-NTE Page 3 of 3] Re�,411p110 Revised by the Parties Noveml�er, 2020 estimates ("Plans") for the proposed Adjustment(s) of the Owner Utilities to accommadate the Facility. Plan review shall follow the 60/90/10Q percent design submittals (each a "Sub�nittal"). The Design-Build Contractor repr�sents and warrants tha�t the Plans will conform ta the most recent Utility Accornmodation Rules issi�ed by the Texas Department of Transportation ("TxDOT"}, set fortl} in 43 Tex. Adrnin. Code Part 1, Chapter 21, Suhchapter C et seq. (the "UAR") and the Design and Construction Standards, Section 3, below. By the signing of the Plans, the Owner heraby acknawledgas review of the Plans and conirrms that the Plans are in �ornpliance with the standards desca�ibed in Paragraph 3(d). The Owner shall have a period of ten {1Q) busin�ss days �� review, cotnment on or approve eaeh 5ubmittal from the date it receives said Submittal. If the Owner does no# approve the Submittal, the Dwner shall provide the Design-Build Cantractor its reasQnable grounds for nan-approval and suggestiQns for addressing the Owner's commenf within said ten {10) bu.siness day period. The Qwr�e� shall not b� required to provide engineered dacuments. The �wner sha11 have a period of five {5} business days Eo approve or reject a resubmitted Submittal. If the Owner does not pro�ide its written comment or approval af a Submittal within the initial ten (10} business day period (or Elae �ve (5} business day periQc� for a resubmitted S�bmittal), �hen such Submittal s�all be deemed a�proved by th� Owner. The Plat�s, Specifications, Cost Estimates and Allocafions for Conflict(s) 137 arc attached hereta as Exhibit "C", incorpo�•ated hereiaa. ❑ The Owner has provided plans, required specifcations and cost �stimates, attached kereto as E�ibit "C" (collectively, the "Plans"), for the proposed Adjustment af tlae Owner Utilities. The �vsrner r�presents and warrants that the Plans canform ta the UAR and the standards deseribed in Paragraph 3(d). By its execution of this Agreement, ths DeveIoper and the Design-Build Co�itractar hereby apprdv� and accept the Plans. The Owner also has provi�ed ta the Design-Build Contractor a uiility plan view map illustrating the locakioii of existi»g and proposed utility facilities on the Developea•'s right af way map of the Facility. With regard ta its preparation of the Plans, the Owner represents as follaws �check ane I�ax thal applies]: ❑ The Owner's amployees were uti[ized ta prepare the Plans, and the charges therefore do not exceed tli� Owner's typical costs foc sucli wark. ❑ The Owner utilized consulting engineers to prepare the Plans, and tl�e fees foc sucla woj•k are not based upon a percentage of constr�zctian costs. Further, such fees encornpass only the work necessary to prepare the Ylans for Adjustment of the Owner Utilities described herein, and do not include fees far work done an any other project. The fees of the consulting engineers are reasonahle and are connparable to the fees typically charged by consulting engineers in the locale of the Facility for comparabla work %t the Owner. 2. Review bv TxDQT. The par�ies hereta acknowledge and agt•ee as follQws: (a} Upon execution of this Agreement or any UAAA by the Developer, tha Design-Bu.ild Contractor and the Owner, the Developer wiIl submit this Agreement or UAAA, iogether with the attacl�ed Plans, ta TxDOT fo�� its review and ap�rovai as part of a DocuSign Enr�elope ID: 90DB047C-�D7$-4FC6-5C53-468623F10FOA Texas Departrnent of Transportatio�� Form TxDOT-FA-U-35-DM-NTE Page 4 of 31 Rev.4/1a/l0 Revised by the Parties November, 242fl package referred to as a"Utility Assembly", The parties agree to cooperate in good faith to modify this Agreement and/or �he Plans, as necessary and mutually acceptable to all parties, to respond to any cornments made by TxDOT thereon. Without limiting the generality af tl�e foregoing, (i) the O�vne3• agrees to respond (with comment and/or acceptance} to any modified Plans andlor A.greement pra�aared by the Design-Build Contracior in response to TzzDQT cott�ments within foarteen (14) 6usiness days after receipt of such modiiications; and (ii) if the Ownar originally prepared the Plans, the Owner agrees to rnadify the Plans in response to TxDOT cotnments and ta submit such modified Plans to the Design-Build Contractar for its comment and/or approval (and re-submittal ta T�DOT for its comment and/or approval} within fourteen {14) busiiiess days after �•eeeipt of TxDOT's eomrnents. The Owner's failure to timely respond tn any modifisd Plans submitted by the Design-Buit� Contractor pursuant to this paragraph s1�alI be deemed the Drvne�•'s approval of same. If tlie Owner faiis ta tirnely prepare modified P1ans which are its responsibility heceunder, then the Design- Build Contractnr sha11 have the right to modify the Plans foc the Owi�er's approval as if the Design-Build Contractor had originally prepared the Plans. The D�sign-Build Contractor shall be respansible for pro�idin� Plans fo and obtaining comments on and approval of the Plans from the Developer. Approval of the Plans hy the Design-Build Contractor sha11 be deemed to be Developer approval of the Plans. The pracess set forCh in this paragraph will be repeated until the Owiier, the Developer, the De�ign- Build Contract�r and TxDOT have aLI appraved this Agreement and accepted the Plans. (b) The parties hereto acknowledge a�id agree that TxDOT's review, comments, and/or approval of a Utility AssembIy or any component thereof is solely for the purpose of ascertaining matters of particulaz• cancern to TxDOT, and TxDOT has, and by its review, cornments and/or approval af such Utility Assembly ar any component thereof, undertakes na duty to review the Utility Assembly oj• its camponents for their quaIity or for the adequacy of adjusted Utility facilities (as designed) for the purpases far which they are intended to be used or far compliance with iaw ar applicahle standards (otl�er than TxDOT rec�ui��ernents). 3, Desi�n and Constructiou Standards. All design and constructian performed far the Adjustment work wF�ich is the subject af this Agreement shall comply with and co.nform to the fnllowing: (a) All applicable local and state Laws, regulations, decrees, ordinances and policies, including t[�e UAR, the Utility Manuai �ssued by T�cDOT (ta the e�ient its requirements are mandatory for the Ad3usttnent necessitaieci by the Facility, as communicated in advance to the Owner by the Developer, the Design-Build Contractor or TxDOT}, the ►•equirements of the FA, including, %r example, Book 3, Seetion 6.3.2 Technical Criteria and Performance Standards, and the poIicies of T�OT; (b) All �ederal laws, regulations, decrees, ordinances and policies applicable ta constructian projects receiving Federal funding, financing andlar credit assistance (including without li�nitation 23 C�'R 645 Se��parts A and B, and the Buy Ameriea provisions of 23 U.S,C 313 and 23 CFR 635.410, as they may he amended, and TxDOT's guy America Guidelines — Utility Accommodations approved by FHWA by letter dated October 3, 2019, witfi all aforementioned faws, regulatio.ns, decrees, Qrdinances, and policies incorporatsd herein by this reference}. Owner shall supply, upan request by the Develaper or TxDOT, praof of compliance {specifically concerning Buy America cQnnpliance, proof in the form of either an executed TxDOT Farm 1818 or, in certain circumstance.s, a written certificatian, as more particularly DocuSign �nvelope ID: 90D8{347C-ED78-4FC8-8C53-456623F10FOA Texas Department of Transportation Form TxDOT-FA-U-35-DM-NTE Page � of 31 Rev.411fl110 Revised by tl�e Parties November, 2p20 described in TxDOT's Buy A�nerica Guidelines — Utili#y Accommodations) with the aforerr�entioned lav�+s, rules and regulations priar io the commencement of constrvction. Design-Build Contractor, Developer andfor TXDOT shall provide Owner with details on the materials pracured, forms or links to same for the Buy America program; (c) The terms of all governmental permits or other approvals, as well as any pcivate approvals of tivrd parties necessary for sUch work; and (d) The standard spec�ftcations, standards of practice, and constructian nnethods (collectively, "standards") which the Owner custamarily applies to utility facilities camparable to the Owner Utilities that are constructed by or for the Ovvtier, and which the Owner ha� submitted to the Desigz�-Suild Contractor in writing andfar electronically on or before the Agreement's effec#ive date. (e) E�ibits for this Agreemen�, any UAAA, fina� plans, and as-built drawings shall be provic3ed in accardance with Ownez•'s standard subraittal requirements and in a format that can be reproduced in black and white. Drawings should include a scale and be pIotted to that scale. Street names are to be inoluded on all e�ibits. (fj Design and construction ofthe Adjustment also shall be consistent and compatible with (i) the current design and constrtiction of the Facijity, (ii) the "Ultimate Configuration" for the F�cility, and (iii) any othe�- utilities being installed in the same vicinity. Upon delivery of same, the Owner shall acknawledge receipt fram the Design-Build Contractor of Facility pIans and Ultimate Conf'iguration dacuments as necessa�y to comply with the foregoing. In case o#' any inconsistency aznang any of the standards �•eferenced in this Agreement applicable to Adjustment Work described herein, the most stringent standard shall apply. (g) Design-Build Contractor anci Qwner sha�l communicate, coord�nate and collaborate in good faith to accomplis� performance of the Utility Adjustments. 4. Res onsihilitv for Costs af Ad' ustment Work. With the exceptian of any Betterment (hereinafter defined), the parties shall allocate the cast of any Adjustmenf b�tween themselves as identified in this Agreement or UAAA in accordance with § 203.092, Texas Transportatian Cade. An allocation percentage nnay be determined by application of an Elig.ib�Iity Ratio, if apprapriate, as deiailed in this Agreement or UA.AA. T�DOT shall ha�e no liabili�y Eo the Owner for any such costs. The �wner expressly acknowledges that it shall be entitled t� compensation only �rorn the Design-Build Contractar for any Adjustment costs for the Owner Utilities cavered by this Agreement, including costs wifh respect to real property interests (either acquired or relinquished), and speci�cally acknowledges that it shall not be eni�tled to compensation or reimbursement from TatDOT or the State of Texas, Under cuereni Texas law, the Owner has no abligation to allocate tlae cost of any Adjastment. 5. Construction bv the Desi�n-Build Contractor. (a} Th� Owner hereby acknawledges that the Design-Bui�d Contractor rrfill perfoi•m or have performed th� consh�u�tion necessary to adjust the Owner Utiiities and the Design-Build Coniractor h�reby agrees to perform such con.steuction. DocuSign Envelape II7: 5DDB047C-ED78-4FC6-9C53-468623F1QFaA Texas Department of Transportation For�n TxDQT-FA-U-35-DM-NT'E Page 6 of 3l Rev.4/SOI1D Revised by the Parties November, 2020 (b) All coi�struction wor� hereunder shall be perfarmed in a good and workmanlike manner fo at least that standard of care recited in the FA, Baok 3, Section 6.A.5, a�d in accordance with the Plans. (c) The Design-Build Contractor shall retain such contractor or contractors as are necessary to adjust the Owner Utilities in accordance witk� the FA and this Agreernent. Any water and sewer utility contractar(s) retained by the Design-Build Contractor must ��ieat the Ownet's contrac#or pre-qualificatian requirem�nts appropriate for the work the contractor{s) will pet-�orm. (d) The Design-Build Contractor shall obtain all permits necessary for the constr•uction to be performe.d by the Design-Bti.ild Contraetor hereunder and the Owner shall caoperate in �hat process as needed, {e} Design-Build Contractor warrants the i�frastructure 6uilt for the Owner under this Agreement for a period �f 2 years against defects in materials and workmanship. {� Design-Build ConYractor shall provide insurance equal to or in excess ofthe conditians and amounts noteci in Ea�hibit "D" "Insurance Reyuirements". The Owner shall be named as additional ins�red on all insurance required by said doeuments and same will be evideneed on the Certificate of Insw•ance (ACORD or atlser state appraved f�rm) supplied by the Design-Build Contractor or its coi�tractor's insurance pr�vider{s}, a copy of which shaIl be provided to Owne�•. 6. Reimbursernent of Owner's Indirect Costs. (a) Design-Build Contract�r agrees to reimburse the Owner its indirect costs (e.g., engineering, inspection., testing, ROW) as identified in �his Agresment or UAAA and as required by T�OT's Utility Manual guidelines. When requested by the Owner, monthly progress payrnents will be made. The monthly payment will not exceed SO% of the estimated i�sdirsct warl� done to date. Or�ce the indirect work is complete, final payment af the e�igible indirect costs will be tnade. Intermediate payments shall not be construed as final paytnent for any iteme included in the intermediate payment. (b} Unless otherwise indicated in this Agree�nent ar any U�, the Owner's indirect costs associated with Ad3ustmenC of fihe Owner Utilities shall be developed pursuant #o the method checked and described below (check only one boxJ: � (1) Actual related indirect costs accurnulated in accardance with (i) a work order accounting procedure prescribed by the applicable Federal or State regulatory body, or (ii) estabiished accountizag procedure developed by the Owner and which the Owner uses in its cegular operations or, ❑ {2) The agraed svm of $ ("Agreed Sum"} as supparted by the analysis ofthe Owner's estirnated casts attached here#o as part of this Agreement or U11�A. {c} AlI indirect costs charged to the Design-Build Contractor by the Owner shall be reasonable and sha.11 be cotnp�ted using rates and schedules not exceeding those applicable io similar work performed by or for the Owner at the Owner's expe�se, Design-Build Can#ractor's perforniance of tl�e Adjusbnent work hereunder and payment of the Design-Build Contractor's share of the Owner's co�ts pursuant to this Agreement, if appIicable, shall be full compensatian to �he 4wner for all costs incurred pocu5ign Envelope ID: 90D6D47C-E�78-4FG5-8G53-468623F'EOF4A Texas Departrnent of Trapsportation Form TxDOT-F`A-U-35-DM-NTE Page 7 of 31 Rev.4110110 . Reviseci by the Parties November, 2020 � by the Owner in /idjusting the Owner Utilities {inc�uding without limitation costs of relinyuishing andlQr acquiring right of way), and TxDOT shalI have no liability to the Owner for any such casts. {d.) Eligible Qwner indirect costs shalI include oz�ly those authorized under 23 C.F.R Part 645, Subpart A. The Owner agrees that costs refe»enced in 23 C.F.R. Section b45.117(d)(2) are not eligible for reunbursement. These regulations can be faund at: � .._.._ ......__. �- -- - � ► .� ' • 7. Ad�ancement of Funds b Owner for Construction Costs. This Agreement or any UAAA sha11 identify all estimated engineering and constraction-re�ated casts, including labor, material, equiprnent and other miscellancous construction items, This Agreezment ar any UAAA shall also identify the �wner's and Design-Build Cantractor's i•espective shares of t�e estimated costs. {a) Advancement of Owner's Share, if any, of Estimated Costs Exhibit "C" shal� iden#ify all estimated engineering and construction-related costs, inclt�diz�g labor, material, equipment and other miscellaneous eonstruction items. Exhibit "C" shall also ide�stify the Owner's and Design-Build Contractor's respective shares of the estirnated costs. The Owner shall advance to the Design-Build Contractor its alloeated share, if any, of the , estimated costs for consixuction and engineering wark ta be performed by Design-Bui1d y Contractor, in accordance with the following terms; � The adjustment of the Owner's Utilities does not requij•e advancement of fiands. ❑ The ad,�ustment of the Owner's Utilities daes r�quire advancement of funds and the tertns agreed ta between the Design-Build Cantractar and Owner are listed belot�. �.Insert terms of acivcmce fundi�zg to be agreed between Design-Buald Cont��actot� and Owner.] {b} Adjustment Based on Actual Costs or Agreed Sum �Check the arte appYopr•iate provision, if advrnzcemeret of furzds is required]: ❑ The Owner is responsible for its share of the DesigmBuild Contractor's actual cost far the Adjustment, including the identified Betterment. Accordingly, upon completion af all Adjustment work to be performed by both parties pursuant to this Agreement, {i) the Owner shall pay to th� Design-Build Contractor the amount, if any, by which the actual cost of the Betterment (as detertnined in Paragraph 9(b)) plus the actual cost af Owner's share of the Adjustment (based an the alloca�ion set forth in Exiiibit ycC") exceeds the estimated �ost advanced by the Owner, or (ii) the Design-Build Contractor shall refund to #he Owner the amount, if any, by which such advance exceeds such actual cost, as applicable. ❑ The Agreed Sum is the agreed and �nal amount due far the Adjustment, including any Bett�erment, under ihis Agreement. Accordingly, no adjustment (either up ar down) of such amount sha11 be made b�sed on actual costs, 8. Invuices. Each invoiee submitted by the Owner shau be prepared in the form and manit�er prescribed by 23 C.FR. Part 545, Subpart A.. On in�+oices prepared by either the Owner ar the Design-Build Contractor, all casts developed using the "Actual Cos#" method shail be itemized in DoeuSign Envelope fD: 9DPB047C-Ed78-4FC6-9C53-4fi8623F10F0A Texas Department of Transpartstion Farin TxDOT-FA-U-35-DM-NTE Page 8 af 31 Re�.4110/1 � Re�ised by khe Parties November, 2020 a format allowing far comparisons to the approved Estimates, including listing eac� of the services perFormed, tl�e amount of �ime spent and the date on which the service was perFormed. The original and three (3) copies af each invoice, together wi� (1} such supporting information to substantiate al1 invoices as reasanabl� requested, and {2) such waivers and releases of Iiens as the othet• party may reasonably require, sha13 he submitted to the other party at the address for natices stated in Paragraph 22, ��nless otherwise directed pursuant to Paragraph 22. The Owner and the Design- Build Contractor shall make commercially reasonable efforts to submit invaices not later than one hundred twenty {120} days after completian of such wa�•k. The Owner and the Design-Build Contractor hereby acicnavwledge and agree that any costs not submitted to the athet• party within eiglateen months foIlowing connptetion af work with respect to each such Adjustment to be performed by th� par�ies pursuant to this Agreement shall be deemed to ha�e been abandoned and waived, 9. Betterment and Salrvage. (a) For pi�rposes of tllis Agraernent, the teiKn `BettermenY' means any upgradi��g of au �wner Utility being adjusted that is nat attribufable to the canstruction of the Facility and is made salely for the benefit of and at the election of the Owner, including but not iimited Co an increase in the capacity, capahility, ef�ciency or func�ion of �he adjusted Utility aver that provided b� the existing Utility facility ar an expatxsion of'the existing Utility facil'ity; provided, however, that the following are not considered Bettertnents: {i) any upgrading which is required for accomFnodation of the Faeility; {ii} replacement devices or materials that are of equivalent standards although nat identical; (i�i} replacement of devices or materials na longer regularly manufactured with the next highest grade ar siz�; (iv) any upgrading required by applicable laws, regulations or ordinances; (v} replacement davices or materia.ls which are Ljsed for reasons of ecanamy {e.g., non-stacked items may be uneconamical td purchase}, provided they are of equal or better quality to that which is baing replaced; (vi} any upgrading required by the Owner's written standards naeeting the requirements af Faragraph 3(d}; or (vii} change ocders approved by the Design-Build Contractor to avaid conflicts with existing or proposed franchise utilities, storm drainage or other features of the k'acility. Any upgrading required by fhe Owner's written standards meeting the reyuirements of Paragraph 3(d} shaIl be deemed to be of direct benefit to the Faci(ity. Any replacement devi�es or materials tised for reasons of econam�y shal! b� pre-approved by Owner. (b) It is understaad and agreed that the Owner shall be solely responsible for all casts of any Betterments.. Owner shall provide the estimated design and construction costs of a Batterment to Design-Build Contractar in advance of the respective actton. No Betterinent may be perf�rmed hereundar which is incampatible with the Facility or the Ultimate Configuration or which cannot be performed within the other constraints of DocuSign Envelape ID: 90DB047GED78-4FC6-9C53-468623F10FOA Texas Department of Transportation Form TxDOT-�'A-U-35-DM-NTE Page 9 of 31 Rev.4/10/10 Revised by the PaRies NovemUer, 202(} applicable law, any applicable governmental approvals, and the req�iirements.irnposed on the Developer by the FA, including. without limitation the scheduling reqairements thereund�r. Accordingly, the parties to this agreement or any UAAA agree to check the box that applies on this Agreement or UAAA: � The Adjustment of the Owner Utilities �ursuant to ihe E�ibit "C''' Plans does not include any Betterment. ❑ TI�e Adjusi�nent of the �wner Utilities pursuant to the Plans includes Betterment to the Owner iliilities by reason of (insert expla�zatrora, e.g. "replacing 12"�x�e with 24" pipe�%: . The Design-Build Contractor has prvvided ta the Owner comparative estimates foc {i) all wark to be p�rfa�•med by the Design-Build Contractar pursuant ta this Agreement, including work attributable to the Betterment, and {ii) the cost to perform such wark without the Betterment, which estirnate:s are hereby approved by the Owner. Tha estimated cost of ihe Design- Build Cantractor's work hereunder which is ath-ibutable to Betterment is $ , calculated by suUtracting (ii) from {i}. The parcentage of the total cost of the Design-Build Contractor's wo�•]� hereunder which is attrihutable to Betterment is %, caleulated by subtracting (ii} from {i), which remainder is divided by (i}. (c) If Paragraph 9(b) or a UAAA identifies Betterment, the Qwner shall advance to the Design-Build Contractor, at lcast fourteen {14} business days prior to the date scheduled for commencement af canst��uctian for Adjustment of the Owner Utilities, one half af the estimated cost attributable to Betterment as set forth in Paragraph 9(b) or the UAAA. Should the Owner t'ail to advance payment to the Design-Build Contractor fourteen (14) business days prior to conunencement of the Adjustrn.ent can�tructian, the Design-BuiId Contractor shall ha�e the apiion of commencing and completing (witi�out delay) the Adjustment work without installation af the applicable Betierment. The second half of the payment le.�s S°r'o retairrage will be due to Design- Build Contractor when the Ufility that is the subjeei of the Betterment is put into service. The retainage will be paid when as-built and close-out documents aa•e provided ta Owner. fIf Paragraplr 9(G) iderrtrfrc�s Bette.l�lnent, check the ai�e ap�ropr�iate �rovfsron]: ❑ The estimated cost stated in Paragraph 9(b} is the agreed and final amount dt�e for Betterment hereunder, and accordingly no adjustment (either up or down) of s�ch amount shall be rnade based on actual costs. ❑ The Owner is responsible far the Design-Bu.ild Contractoi•'s actual cost for the identified Setterment. Accordingly, upon completion of all Adjtzshnent wark to be performed 6y both parties pursuant to this Agraement, (i) the �wner shall pay to the Design-Suild Conh•actor the amount, if any, by which the actual cost vf the Betterment (determined as provided helow in this paragraph} exceeds the estimated cost advanced by the Owner, or (ii} the Dcsign-Build Contractor shall refund to the Owner the arnoun#, if any, by which such advance exceeds sueh actual cost, as applicable. Any additional payment by the Owner shall be due within sixty (6D) calendar days afte�° the Owner's receipt of the Design-Build. Contractor's invoice therefor, together with supporting documentation; any refund sk�all be due within sixty (6�) calendar days after cotnpletion oi the Adjustment work hereunder. The actual enst ofBetterment incurred by the Design-Btiild Coniractar shall be calculated by multiplying (i} the Betterment percentage stated ir� Paragraph 9(b}, by {ii) the actual cost of al] work perfarmed by fhe Design-Build Contractor 17ocuSign �nvelope ID: 90DBa47C-�d7B-4FC6-9C53-4fi8fi23F1DF0A Texas Deparfinent of Transportakion Form TxDOT-FA-U-35-DM-NTB Page LO of 31 Rev.4l101I0 Revised by the Parti�s Novem6er, 2020 pursuant to this Agreement (incIuding work attri�uiable to the Betternaent), as inuoiced by the Design-Bui1d Contractor �o the Qwner. (d) If Paragraph 9(b} i.dentifies Batterment, the amount of Bet�ertnent in Qwner's indirect costs shall be determined by applying the percentage of the Bet�errr�ent calculated in Pat•agraph 9(b). The Owner's invaice to the Design-Build Contractor f�r ihe Design- Build Contractor's share of the Owner's indirect casts shall credit the Design-Build Contractor with any Betterment amount determined pursuant to this Paragraph 9(d). (e) For any Adjustment from vvhich the Owner recovers any materials andlor parts and retains or sells the same, a#�er application of any applicable Betterment credit, the Owner's invaice to the Design-Build Cont�•actor far its costs shall cr�dit the Design- Bui�d Contractor with the sal�age value for such raaterials andlo�• pai�ts, determined in accoxdance with 23 C.F.R, Section 645.105(j). (� The determinations and calcuIations of Berterment described in tl�is Paragraph 9 shall exclude right of way acquisition costs. Betterment in connect�on with righ#-of-way acquisition is addrassed in Paragraph 1S. 10, Mana�ement of the Adiustment Wnrk. The Design-B�iId Cont�•actor will pravide project man:agement during the Adj�►stment of fhe Owner Utilities. Design-Build Contractor will request thaf 4wner take an Owner Utility under Adjustment out of service a minimurn af 72 haurs in advance of the requested disconneetion tirr►e. 11. Utili Investi�ations. (a} At the Design-Build Contractor's request, the Owner shall assist tl�e Design-Build Contractor in horizontally lo�ating any Own�r Utilities (inclading appurtenances) whic� are owned and/or aperated by Owner and rnay be impacted by the Facility. Without limiting the generality of the foregoing, in order ta help assura that existing, unadjusted utilities owned or operateci by the Owner are not darnaged during constructian oi the �'aciiiry, the Qwner shall mark in the �eld the lflcation of a!1 such i�tilities harizontally on the ground in ad�ance of FaciIity construction in the immediate area of such �tilities. Design-Build Contractor shall provide Owner reas�nable advanced nQtice prior to Facility construction in the area oFOwner's utilities. (b) Design-Biiild Contractor shaIl, pursuant to the FA, B�ok 3, Section 6.4.6, astablish written emergency procedures with Owner. Owner sha11 have the right, subject ta warkplace safety measures then in effect, to enter fhe worl� sit� at any time with reasonable notice to Design-Build Coniractor ta CCTV an Owner Utility or perforrn emergency repairs of an Owner LItility da�naged hy Design-Build Contractor. (c) Design-Build Contractot• shall provide protection in place measur�s for any Qwner Utility that may be impacted by the Project as r�ecessary for their confinvad safe operation and str�ct��raI integrity to the e�tent required by the FA. 12. Ins ection and Acce�tance bv the Ovvner. (a) Throughaut �he Adjustment construction hereunder, the Uwner shall provide adequate inspection af such canst��uetion, The work may be inspected by the Owner's inspectar(s} at least once each working day, and more aften if such inspections are necessary far pru.dent installation or protection of a�s Owner Utility (whether adjusted DocuSign Envelopa ID: 90pBD47C-ED76-4FC6-9C53-468623F10FOA Texas Department of Transportation Farm TxDOT-PA-ll-35-DM-NTE Page I S of 31 Rev.4/10110 Revised by the Parties November, 202Q or not). The Design-Build Contractor will ca�nply with the Owner's standard advance inspection notice timeframe af forty-eight hours prior to any work by Design-Build Contractor on any Qwner Utility or by Design-Build Contrac#ar ar private third-party franchise or other utilities whieh w�ll be �acated in the immediate area as an Owner Ufility (whether adjusted ar not). Further, upon a minin�um 24-hour advance �•equest by the Design-Build Contractar or its contractors, the Owner shall furnish an inspector at any reasonahle time in which construction is underway pursuant to this Agreement, including occasians when consU-uction is undercvay in excess oi the usual forty {4Q) hour vvork �veek and at such other times as reasonably required. The Owner agre�s to promptly notify the Design-Build Contraetor af any concerns resulting frorn any sueh inspectian. {b} The Owner shall perfarm an inspection ofeach Adjusiment, including review of CCTV provided hy Design-Build Contractor, review of pressure testing resuIts pro�vided by Design-Build Contractor and/or its subcontractor and conducting any independent tests as are reasonably necessaty or appropriate, within ten {10) business days after receipt of notiee from Design-Build Contractor �f campletion of canstruction of such Adjustment hereunder (along with submittal of resulis of CCTV and other testir�g req�ired by this Agreement). The Owner shall accept sueh Adjustment for service if and only ii it is cansistent with the performance standards described in Paragraph 3, by giving written notice of such acceptance or rejection to the Design-Build Contractor within ten {10) days of said ten {10) day inspection period. If the Owner does not accept the Adjustment, then th� Owner shall, not later than the expiration of said ten (10) day period, provide fhe Design-Build Contractar in writing its groi�nds for non- acceptance and suggestions for correcting the problem, and ifthe suggested corrections are justified under this Ag�•eement th� Design-Build Contractor will comply. The Owner shall re-inspect any corrective work to such Adjustment (and t•e-#est if appropriate) and if appropriate, g.ive notice of its acceptance af same not later than ten (10) business days after Design-Build Contractor notifies Owner of its cotnpletion of corrective work. Additional CCTV and performancelsafety tests rnay be reasonably required 4�y Owner to inspect the corrective work and the need for same will be commtinicated in writing to Design-Build Contractor promptly but not later than the close of the ten-day window. If the Owner fails to giv� writien notice of its acceptance or written non-acceptance within the relevant ten-day pariad, then said Adjustment shall be deerned accepted by the Ovcmer and may be placed in service. When an Adjustment is placed int� service, then said Adjustment shall be deemed accepted by Owner. Owner will b� resp�nsible for performing i•egular znaintenance of any portion af an adjusted Owner Utility a$er accepting such portion pursuant to this Paragraph 12. For avoidance of daubt, the acceptance af a single Adjustment for service daes not imply that all of th� Adjustments of Owner Utilities are accepted as final an�l complete. (c) Frov� and aftsr the Own�r's initial accepfance af an adjusted Ovwne�• Utility, the Owner agrees ta accept ownership, full operation, and general maintenance responsibility (except for repairs or rnaintenance required due to a defect in the work performed by Design-Build Contracfor) for such Owner Utility or portion thereof; provided, however, that repairs ar rnadifications to the surface-level portions of an accepted Owner Utility which are require� for ftnal completion of the grading or paving, whethe�• in the tra�el ways, including sidewalks, or adjacent unpaved areas auiside of the travel ways, and any apptartenances shall remain the responsibility of the Design- Build Cnntracior until s��ch time that �wner accepts sueh surface-level appurtenance DocuSign EnveEope ID: 90DB�47GED78-4FC6-9C53-468623F10FOA Texas Deparin�ent of Transportation For�n TxDOT-FA-U-35-DM-NTE Page 12 of 31 Rev.4/l 0/1 fl Revised by the Parties November, 2Q20 work. Upon notice to �wner that the final paving or graciing has been completed, and any wnrk related to surface-Ie�el appurtenances following final paving or grading has been completed, Owner shall, within ten days, review and inspect any portians of the Owner Utility not previously accepted and, if acceptable, make final acceptance of such Adjustment. (d) One fmal acceptance letter per Adjustrnent shall be submitted by the Owner to Design- Build Con�ractor confirming �nal acceptance, To the extent not al�•eady provided, prior to issuing t�e final aceeptance letter, Design-Build Contractar shall provide the relevant design hard copies, mylar record drawings ar plans, �lectronic eopies of recard drawings or plans, and other related closeout documents in the Owner's format noted in the Policy and Standard Specitications along with a transmitfal letter requesting Owner's �inal acceptance letter. (e) The warranty and maintenance bond time period (as provided pursUant to Sec. S(e), above) shall begin upon Owner's acceptance of each Adjustment, ar any por�ion thereof (f} Design-Build Contractar shall infarm the Owner of Pre-Constructian meetings for Elements being installed adjacent to Owner's facilities. Design-Build Contractor will notify the Owner afregu.Iarly scheduled "Owner's" xneetings. 13. Desi�n Changes. The Design-B�ild Contractar will be responsible for additional Adjustmenfi design and the Design-Build Contractor will be responsible for additional construction costs necessitated by design changes to the Facility, upot� the terms specifisd herein. Design and cnnstruction of any subsequent oj• supplemental Facility Elements over or near an C}wner Utility shall be giv�n the same standards of care required by the FA. 14. Field Modi�cations. The Design-Build Contracior shall provide the Qwner and the Develo�er with documentation of any field modifications, ine(uding Utility Adj�istrnent Field Modifications as well as min�r changes deseri6ed in Paragraph 16(b), occurring in the Adjustment of the Owner Utilities. 15. Real PY•operty Interests. (a) Upon request, the Owner will endea�or to p�•avide to Design-Build Contractor documents sliowing Owner's ownership of the Real Property. Desigu-Build Contractar shall procure documentation acceptable ta TxDOT inc�icating any right, title os in#erest in real property cla�med by the Ownez• with eespect to fhe Owner Utilities in tIieir existing location(s}, Such claims a�-e subject to T�OT's appror�al as part of its review of Yhe Developer and Design-Biiild Cdntractot Utility Assembly as described in Paragraph 2. Claims approved by TxDOT as to rights or interests are refe��•ed to herein as `Bxisting Interests". (b} [f acquisition of any new easenient or other interest in r�al property ("New Interest") is necessary for the Adjustment of any �wner Utilities, then the C}wnej• shall be responsible for undertaking such acquisitian. The Owner sitall implement each acquisition hereunder expeditiously so that related Adjustrnent construction can pt•oceed in accordanee wit� the Developer's and the Design-Build C.ontractor's Facility schedules. The Design-Bi�ild Contractor shall be responsible for its share (as specified in Parag�•aph 4} of the actual and reasonable acquisition costs o�any such New lnterest (including without lunitation the Owner's reasonable overhead charges and reasonable DocuSign Envelope 1D; 90dB047GE�78-4FG6-9C53-468fi23F1nFqA Texas Depar�ment of Transportation Form TxDOT-FA-U-35-DM-NTE Page 13 of 31 Rev.411 Q/ I 0 Revised by the ParCies November, 2020 legal and other typieal New In�erest acquisition casts, as well as compensation gaid to the landowner}, excluding any costs attri6utable to Bet�arment as described in Paragraph 15{c), and subject to the provisions �f Paragraph 15(e); pravided, hawever, that aIZ acquisitian costs shalI be subject ta the Design-Bui.1d Contractor's prior written approvaI, Eligible acquisition costs sl�all be segregated from other cosks on the 4wner's estirnates and invaices. Eligible acquisrtion costs shall be offset by an award paid to Owner far an Existing Interest in any con�emnation actian pursued by TxDOT or Developer or on Develo�er's behalf. Nothing herein shall be conslrued fo prevent ihe Owner frorn callecting taxes from any property owner in a condemnaiion proceeding related to the Project. Any such taxes ca�lecfed shall not be construeri ta be an offset for the purpose of valuing an Existing Interest. An action in candamnation against the Owner shall not serv� to eradicate the fact that Own�r has or had an Existing Tnterest in any parcel. Owner's decision to acauire a New Interest, based on a condemned Existing Interest shall not ca�nsiitute a Betterment under T'aragraph 15(c), Any such New Interest shall have a written valuation and shall be acquired in accordance with appiicable law. (c) The Design-B�►ild Contractor shall pay its share onIy for a replacement in kind of an �xisting Interest (e.g,, in width and type}, unless a New Interest exceeding sueh standard (i} is required in order to accommodate the F'acility or by compliance with applicable law ar current Owner standards as defned in Paragraph 3{d), ar (ii} is called for by the Design-Build Contractor in the interes� of overa�l Facility project economy. Any Nevar Interest which is not the Design-Build Contractor's cespo�isibility pursuant to the p�•eceding sentence shall be considered a Betterment to the extent that it upgrades the E�sting Interest which it replaces, or in its entirety ifthe related Owner Utility was not installed pur�uant to an Existing Interest. Facilities relocated to a locat�on for the eonvenience of the D-B shall not be ec�nsidered a Betterment unless directed by the Owner. Betterment costs sl�all be solely tl�e Owner°s responsibility. (d) For each Existing Interest located within the final Facility right nf way, upon completian af the related Adjushnent wark and its acceptan�e by the Owner, the Owner agrees to execute a quitclaim deed ar other appropriate documentation relinyuishing such Existing Interest to TxDOT, unless the affected Owcier Utility is remaining in its original location or is being reinstalled in a new l�cation within the area subject to such Existing Interest. All yuitclaim deeds or ather relinquishment documents shall be subjeet to TxDOT"s approval as part of its review of th,e Utility Assembiy as described in Paragraph 2. For each such Existing Tnterest relinquished by the Owner, the Design- Build Contraetor shall do one of the following to cotnpensate the Owner for such Existing Interest, as appropriate: (i} If the Owner acquires a New Interest for the affected Owner Utility, the Design- Build Contractor shall reimburse the Owner for the Design-Build Contractor's share of the Owr�er's actual and reasonak�le acquisition costs in accordance with Paragraph 15(c); ar (ii) If the Owner does not acquice a New Interest for the affected Owner Utility, the Design-Build Contractor shall compensat� the Owner for the Design-Build Contcactor's share of the fair ntarket value of such relinc�uished Existing Interest, as mutually agt•eed between th� Owner and the Design-Builci Cantract�r and supported by a written valuation. DocuSign �nvelope !�: 9flD8047C-Ep78-4FC6-9C53-468623F1DFaA Texas Departrnent of Transportation Form TxDDT-FA-U-35-DM-NTE Page 1� of 3� Rev.4/10/1 o Revised by tl�e Parties Noveml�er, 2Q20 Tha cotnpensation pra�ided to the Owner pt�rsuant to either s�tbparagraph (i) ar subparagraph (ii) above shall constitute complete campensation to th�e Owner for the relinq�ished E�isting Interest and any New Interest, and no further cnmpensation shall be due ta the Owner from the Develo�er, the Design-Build Conp•actor ar T�OT on account of such Existing Interest or Naw Interest(s). (e} The Owner shatl execute a Utility .loint Use Ac�rnowledgment (ROW-U-]UA) for each Adjustment where required purs�ant to T�cDOT policies. All Utility �aint Usa Acknowledgtnents shall be subject to T�OT approval as part of its re�iew of the Uiility Assemhly as described in Paragraph 2. 16. 1lnaendments and Modificatio�s. This Agreement may be amended or modified only by a writt�n instrument executed by the parties hereto, in accordat�ce with Paragraph ] 6(a) or Paragraph 16(b} below. (a) Except as otherwise provided in Paragraph 16(b), any amendment or modification to this Agreement or the Plans attached hereto shall be implemented by a UA1�A. The UAAA form can be used for a new scope of work with concurrence of the Develaper, the Desi�-Build Cantractor and TxDOT as Iong as the Design and Construetian responsibilities have not changed. Each UAAA is subject to the review and approval af TxDOT, prior to its becoming effecti�e far any purpose and prior to any work being initiated thereunder. The Owner agrees ta keep and tracic eosts for each UAAA separately from other work being performed. (b} �'or purpases of this Paragraph 16(b), "Utility Adjus�inent Field Madificatian" shall mean any horizontal or vertical design or const��ictian change from the Plans included in a Utility Assembly previously approved by TxDOT (whether such change is due to adjustment of an Own�r Utility or a third pa� utiiity in the immediate vicinity as an Owner Utility}, due either ta design of the Facility or to conditions not accurately reflected in the approved Utility Assembly (e.g., shifting the alignment of an 8 in, water line to miss a modi�ed or new roadway drainage struciure). A Utility Adjustment Field Modification agreed upon by the Developer, the Design-Build Contractor and the Owner does not require a UAAp►, provided that the modified Plans have been submitted to TxDOT far its review and cant�ment. A minor change {e.g., an additional watsr valve, an added utility tt�arkej• at a ROW line, a chan�e in vertical bend, etc.) will not be considered a Utility Adjustment Field Modificatian and will not require a UAAA, but shall be shown in the documentation required pursnant to Faragraph 14, 17. Relationshiu of �he Parties. {a) Although some of the duties deseribed in this Ageeement are assigned specifically to either the Developer or the Design-Build Contractor, the obligation under this Agt•eement to design and construct the Facility at the Developer's or Design-Build Contractor's expense, including the Adjusi�nent(s}, is �ointly shared by the Developer and the Design-Build Cantractor, To the extent Design-Build Contractor fails to perform an express duty a�• obligaYion of this Agreement, the Develaper is authorizad and ab�igated to provide such perfarmance. Nothing in this Paragraph 17(a} however, alters ar shall be construed in any way to aiter the obIi�ations, re�ponsibilities, bene�ts, rights, rernedies, and ciai�ns between Developer and the Design-Bi►ild Cantractor unde�• �he Design-Build Contract to perform and pay for tt�e Adjustmer�k{s}. DacuSign Envelope ID: 90�B047C-ED76-�3FG6-9C53-468623F10FOA Texas Department of TransporEation Form TxDOT-FA-U-35-DM-NTE Page IS of31 Rev.4110/1Q Revised by the Parties Navemher, 2020 (b) E�ce�t as provided in Paragraph I 7(a) above, this Agreement does not in any way, and shall not be canstrued to, create a principal/agent or joint venkure relatianship between the Owner and the other pariies hereto and under no circumstances shall the Owne�•, the Design-Build Contractor or the De�eloper be considered as or represent i#selfto be an agent of another. (c} Neither this Agreement nor the Design-Build Con�ract alters, or s�Zall be construed in any way to altar Ehe obligations, responsibiIities, benefits, rights, rernedies, and clairns between the Develaper and TxDOT under the FA to design and covstruct the Faciiity, including the Adjustment(s). (d) In the event of a dispute t�+hich is not resalved after a good faith effort by Ot�mer and De�eloper and/or Design-Build Contractor regarding flne t�rms oithis Agree�nent or a current ar future Adj�stment, De�eloper rnay include a request that TxDOT assist in resolving the dispute as pravided for in the FA. 1$. Entire Agreement, This Agreement embadies the entire agreement between f.he parties and there are no aral or written agreements bet�veen the parties ar any representations made which are not expressly set forth hererr►. 19. Assi nment• Bindin Effect; TxDOT as Third Party Bene�cia . Nona of the Owner, the Developer or the Desi�n-Build Contractor may assign any of its rights ar delegate any af its duties under this Agree�nent without the prior written consent of the other parties and af TxDOT, which consent may nat be unreasonai�ly withheld or delayed; provid�d, however, that the Developer and the Design-Build Cantractor may assi.gn a,ny of thair rights and/or delegate any of their duties tQ TxDOT ot• to any other e��tity engaged by TxDOT to ful�ll the Develope�•'s obligations under the FA, at any time without the prior consent Qf the Owner, but only after providing written notice to the Owner. This Agreement shall bind the �wner, the De�eloper, the Design-Buiid Contracfor and their successors and permitted assigns, and nothing in this Agreement nor in any approv�l subsaquently pravided by any party hereto shall be construed as giving any benefits, rights, remedies, or claims to any other person, frm, corparation or ather entity, including, without limitation, any contracto3- ar ot�er party retained far the Adjustment work or the publfc in general; provided, however, ihat the Owner, the Developer and the Design-Build Contractor agres that although TxDOT is not a party to this Agieernent, TxDOT is intended to be a third-party beneficsary to this Agrecment. 20. Breach hv the Parties. (a) lf the Owner clairns that the Developer or the Design-Build Cont�•actor has breached any of its obligations under this A�reeineni (the "Defaulting Party"), the Owner will notify the Developer, the Design-Build Contractar and T�C�T in writing of sach bj•each, and the Defaulting Party shall have 30 days following raceipt of such notice in which to cure st�ch breach, hefore the Owner may invdke any remedies which may be auailable io it as a result oi such breach; provided, hawever, that botlz during and after such period T7cDOT shaIl have the right, but not the obligatian, tQ cure any breach by the DeFaulting Party. Withou� limiting the generality of ihe faregoing, (i} TxDOT shall have no liability to the Owner iar any act or omisszon comsnitted by the Defaulting Parly in connection with this Agreement, including withaut limitation any reimbursement owed to the Owne�• hereunder and any claimed defect in any design o�• consfruction wark supplied by th� Developer, the Design-Build Confrac�or oa• by its �ocu5ign Envelppe ID: 94D6047C-E�78-4FG6-9C53-468623F10FOA Texas Degartment af Transportation Form T�cDOT�FA-U-35-DM-NTE Page 16 of 31 Rev.4/10/1 fl Reuised by the Parkies November, 202Q contractors, and (ii) in no evenY shall TxDOT be responsible for any j•epairs or maintenance to the Owner Utilities Adjrtsted pursuani to this Agreement. (b} If the Developer nr the Design-Build Cantractor claims that the Owner has iareached any of its ohligations under this Agreement, the Developer or the Design-Build Contractor will notify the Owner and TxDQT in writing of such breach, and the Owner shaIl have 30 days following receipt of such notice in which to cure such breach, befare the Developer or the Design-Build Contractor may invoke any remedies which may be available to it as a resuIt of su.ch breach. 21, Traf�c Con#roI. The Design-Build Contractor shall provide t�•afFic cont�•ol or shall reimhurse the Owner fo�- the Design-Build Contractor's share {if any, as specifted in Pacagraph 4) of ths costs for traffic control made necessa�y by the AdjUsttnent wor�C perfarm�d by either the Design-Build CanYractor ar the Owner pursuant to t�is Agreement, in compliance with the requirements of the Texas Manual on Un.iform Traffic Control Devices, Bet�erment perc�ntages calculated in Paragraph 9 shall also apply fo ttaffic contral costs. 22. Natices. Except as atherwise expressly pravided in this Agreement, all notices or communications pursuant to this Agreement shalI be sent or deli�ered to the follawing: The Owner: City �f Fort Worth Att�: John R. Kasavich, P.E. Water Department 20U Texas St. Fort Worth, Texas 7b102 Phone: $1'1-392-$480 Fax; 817-392-8195 The Developer: NTE Mobility Partners Segments 3 LLC 9001 Airport Freeway, Suite 6Q0 Nor�h Richland Hills, Texas 7GlSfl Phone: 817-710-QS00 Fax: 817-71 �}-0509 The Design-Build Contractor: Nor�th Tarrant Infrastruch�re, LLC 13601 North Freeway Fort Worth, Texas 76177 Phone: S I 7-'] 17- I 775 Fax: 817-339-G582 A party sending a notice of default of this Agreement tn another party shall also send a copy of such notice ta T�cDOT and the FA Utility Manager at the fo�lowfng addresses: TxDOT: Texas DeparEment of Transpartation Attention: District Engineer 25�1 SW Loo� 820 �ort Worth, Texas 76133 Phone: S17 370-6500 aocu5�gn Envelope ID: 9017B047C-ED78-4FC6-9C53-468fi23FiDF{}A Texas Depariment of Transportation Form TxDOT-FA-U-35-DM-NTE Page 17 of 31 Rev.4fl QI1 Q Revised by the Aarties November, 2020 FA iltility Manager: T�DOT Alternative Project Delivery Office Attention: CDA APD Utility Manager 2501 SV4� Loap 82D Fort Worth, Texas 76133 Any notice ar demapd rec�uired herein shall be given (a) perso�ally, {b) by certified or registered mail, pastage prepaid, return receipt reguested, or {c} by reliable messenger or avernight courier to the appropriate address set forth above. Any notice served personally shall be deemed delivcred upon receipY, and any notice served by cartifed or registered mail or by reliable messenger or overnight courier shall be deemed delivered on the date vf receipt as shown on the addressee's registry or certificatian of receipt ar on tlie date receipt is refused as shown on the recards ar znanifest of the U.S. Postal Service o�• such caurier. Routine communication between the Parties may be transnaitted via electrnnic means. Copies of fo�mal documents may be h•ansmiited elactronically, but shall be far courtesy purposes, only. Any party may from time to time designate any other address for this purpose by written notice to a!1 other parties; T�I70T may designate another address by written natice to all parties. 23. Anqrovals. Any accepfance, appj•oval, or any oiher like action (cQllectively "A.pprnval") required or permitted to be given by any of the Developer, the Design-Build Contractor, the Owner �r T�DOT pursuant to this Ag�•eement: (a) Must be in writing to be effective (except if deetned granted pursuant hereto); (b) Shall noi be unreasonably vvithheld or delayed; and if Appraval is withheld, such withholding shall be in writing az�d shall state with specificity the reason for withholding such Approval, and euery effort shall be made ta idenfify with as n�uch detail as possible what changes are required for Approvai; and (c} Except far approvals by TxDOT, and except as may be specifically provided othet�wvis� in fihis Agreement, shall be deemed granted if no res�onse is pro�idad to the party requesring an Appi•oval within the time period prescribed by this Ag�eement (or iino time period is prescribed, then fourteen (14) husiness days), commencing upan aetual receipt by the party fronn which an Approval is requested ar reqciired, of a request for Approval frorn the requesting pat�ty. A1l requests for Approval shall be sent out by the requesting pariy to the ntiier party in accordanee with Paragraph 22. 24. Time. (a) Time is of the essence in the perfoimance of this Agreement. (b) All references ta "days" herein shall be construed to refer to calendar days, unle�s otherwise stated. (c) No party shall be liable to another party for any delay in performance under this Agreement from any cause beyand its control and without its fattlt or negligence ("Force Majeur�"), such as acts of God, acts of civil or military aUtk�ority, iire, earthquake, skrike, unusually severe weather, floor�s Qx power blackouts. 25. Continuin� Performance. In the event of a dispute, the C}wner, the Developer at�d the Design- Build Contractor agree to continue their respective performance hereunder ta the extent feasible in DocuSign Envelope ID; 9pDBp47C-ED78-4FC6-9C53-468623F1nF0A Texas Department of Transportation Farm TxDOT-FA-U-35-DM-NTE Page 18 qf 3 I Re�.4/10/1 Q Re�ised by the Parties Noveml�er, 2020 Iight of the dispute, including paying billings, and such c4ntinuation of efForts and payment of billings shaIl not be construed as a waiver af any iegal right. 26. Epuitable Relief. The Develaper, the Design-Build Contractor anc! the Owner acknowledge and agree that delays in Adjustment oftha Owner Utilities will impact khe p�blic car�venience, safety and welfare, and that (witl}out limiting the par�ies' re�nedies hereunder) monetary daruages would be inadequate to compensate for delays in the consta•uciian ofthe Faci�ity. Consequ�ntIy, the parties hereta (and TxDOT as well, as a third party beneficiary} shall be entitled to speci�c performance or other equitable relief in the e�ent of any breach of this Agreement which threatens to delaq construction of the Facility; provided, however, that the faet that specife perfor�nance or other equita.ble relief may be g�•anted shall not prejudice any claims for payment ar otherwise related to per€ormance af the Ad;justment work hei•eunder. 27. Authc►ri . The Owner, the Developer and the Design-Build Contractor each represents and vvarrants to the ather partias tkiat the warranting pariy possesses the legal aUtlaority to enter into this Agreernent anc� that it has taken aII actions necessary to exercase that autharity and ta lawfially authorize its �ndersigned signatory to execute this Agreernent and to bind such party to its t�rms. Each person executing this Agreement on behalf of a party wan•ants that he or she is duly authorized to enter into this Agreement on beh,alf of such party and to bind it to the tertns hereaf. 28. Caaneration, The parties acknowledge that the �imely completion of the Facility wilI be influenced by the abiIity of tha Owner {and its contractors), the Developer and the Design-Suild Cantractor to coordinate their aetivities, communic.ate with each other, and respond pratnptly to x•easonable requests. Subject to fhe te��ns and conditions of this Agreement, the Owner, the Develaper and the Design-Build Contractor agree to take all steps reasanably reyuired to coordinate their respective duties hereunder in a manner consistent with the Developer's and the Design-Build Contractor's curcent and future construction schedvles for tl�e Faciliiy. 29. Terminatinn. ifthe Facility project is canceled or modified so as to eIizninate the neeessity of the Adjustment work described herein, then the Developer shal] notify the Owner and Design-Build Cantractor in writing and the Developer reserves the right fo thereu.pon terminate this Agreemen#. Upon su.ch terrnination, the parties shall n�gotiate in gaad faith an amendment that shall pravide mutually acceptable terms and cnnditions for handling the respective rights and liabilities af the �aa��ties relating to such termination. 30. Non�discrimination. Each parky hereta agrees, with respect to the work perforrned by such party pursuant to this Agr�ement, that such parry shall not discriminate on the grounds of race, color, sex, natior�al origin or disability in the selection and/or retentian of contractors and consultants, including procurernent ofmaterials and leases afequipment, 31. A licable Law �I�risdiction and Venue. This Agreement shall be gavei•ned by the laws of the State of Texas, without regard to the conflict of laws principlas ihereof, Venue for any action brought to enforce this Agre�mant or relating to the relationship between any of the pa��ties shaIl be the Dist�•ict Courf of TarranY C�unty, Texas ar the United States Disb•ict Court for the Narthern District of Texas - Fort Warth Divisian, or other venue as approved by the parties. 32, Waiver of Consequentia! Damages. No pariy hereto shall be Iiable to any other party ta this Agreernent, whether in contract, tnrt, eyuity, or otherwise (including neg�igence, warranty, indemnity, strict liability, ar otherwise,) fnr any punitive, exemplary, special, indirect, incidental, or consec�t�etrtial damages, including, without limitatian, loss of profits ar revenues, loss of use, claims of customers, ar lnss of business opportunity. DocuSign Envelope ID: 90DB047C-E�78-4FC6-9C53-468623F10F6A Texas Department of Transpartatiou Fonn TxDOT-FA-U-35-DM-NTE Page 19 of 31 Re�.4/10110 Revised by the Parties Nnvetnber, 2020 33. Capfions. The captions and headings of the various paragraphs of this Agreement are for convenience and iden#i�catian nnly, and shall nat be deerned to limif or define the content of tlaeir respective paragraphs. 34. Countewnarts. This Agreement may be executed in any nurnher of counterparts. Each such counterpart hereai shall be deerned to be an original instrurnent but alI such counterparts togetlier sha[1 constitute one and the same instrument. Once TxDOT signs the paekage there is ta be na chang�s to any dacuments in the paekage or TxDOT appraval is void. 35. Effective Date. Except for the provisians af Paragraph 2(a) (which shaIl become effective immediately upon e�ce.cution of ihis Agre�ment by the Owner, the Developer and the Design-Build Contractor without regard to Txi]QT's signahire}, this Agreetnent shall become effective upon the later of (a) the date af signing by the last party (either the Owner, the Developer or the Design- Bui1d Cont�•actor} signing this Agreement, and (b) the date of Ta{DQT's approval as indicated by the signature of T�OT's represej�tative, helaw. THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK � �� ❑ocu8ign Envelope ID: A37UBAOC-70A5�867-A3AA-540605CD7514 Texas Departnient of Transportatio�i Fonn TxDOT-FA-U-35-DM-NTE Page 20 of 31 Rev,4110/10 Revised by tltie Parties November, 2020 API�ROVED BY; DESiGRroBUII.,D CO1�TR,�CTOR orth Tai�Y� Ir�� e LLC By' ` e:: j �_:;+�:�. Duly Autl�ol•ized Representati�e DEVELOPER NTE Mobili � tu� R.�� rnents 3 LI�C By; ,�c.au�. �• �,i�s Duly Autharized Reps�esentative Print�d Natne: Angel Battran Title: C�iief �xecutive Officex• os�zfl�zaza. Data; TE�CAS DEPARTIIZ�1�iT OF TRAPi$PORTATIOIRi Printed Na�ne: Jean C. Elias, EiT Title; Sr. Design and Construction Engi�iser o5/z4/zoza Date: OWl`TER Citv of Fort Wortlf -_i � Gxu9lgned 6y: /y ' - BG:a.1..4 /... �,�i�ILd�Y�lLr / � Ry' -i4-. �� `--r-'� i Y• �, F ,a �.. Duly Aut}�a� ized f��resentaiive tnrxzed Signari�re -. - P�'inted Name; Mr. Carl L. Johnson, P,E, Disti•ict Engineer Fai� Worth District Printed N�ma: Dana Burghddff Title: Assistent City Manager Date: � _ _ , � _ � � Texas Departme�it of T��at�spartatian bate; �ol�/zazs � Recommended �' �• App o al /� /J / By; ��} <C Name: Cl�ris Harder, P.�. Title: Dir�ctor, Water Depaitn�ent rove o F rn� and Legality; Douglas W, Black Sr, Assis#ant City Attort�ey M&C Date; �►TT;�ST� _ � , , . , .� , -- �`3�'��' ` . City Secretary __"_.-=- , �� ' ��'�' �,,� .3. , •�.'°!� � C� : ' � � , •�' • �A ''� �"'"'� :�'� ---- �'` . ' - � .��.�p_ _ i - -_ �R� ��`� SE�= - �` - c;#' f �: HlrP�i: �''�, � DacuSign EnveEope 1D; 9pPBD47C-ED78-4FC6-9G53-468623F10FOA Texas Department of Transpartation Form TxDOT-FA-U-35-DM-NTE Page 21 of 31 Re�.4/i011Q Revised by the Pariies November, 202Q County: TARR4NT ROW C5J No.: 0081-12-Q49 Const. CSJ No.: 0081-12-U47 Highway: NTE {TH 3SW} Limits: Fron� North Tarrant Parkway to Eagle Parkway EXHIBIT "A" PROJECT OVERVIEW � � ..:._� 3 ...... .. ^ -. . .--. 1 ... ._..... .-.---�.-�- ._..__.._ - . - 4:. -�--�---� ---- - --��- - .. . . . . ...................... • - -��--�- ------� ......-. - ..----��-�- ..__..__... --- � ..._ .. ............._--�---..... .. .. ,. . _ . =_r-:-- _- _ � - - -'-"' ..........................."'_'-'_--.'--... ��::�Y'�"::7��:--'—'—'—'—'a.—'—•=:�.::�'.'�:'�:'�:��"�L:-_�C._:_:'_:'_:35iL':-_'.-_t_:_-- �:3ifC:::::'�: ,.......,......,............,.. ..............................................___"'_'_'-_"__-....................._.." """"""'""""'................_........__"___'___ __ .-..... "' � � " ' ,......_..ti .................."""""_...__..._.._.._.....'_.'_._._......._""_.""' � "_._...'_.'_.._...._..........................._.... _.__._ -...._.._ .. a: r:..t-'_'_...._. , c. ___'_"_ _..._ _ ,.. ................_-'________.__..._.....--.___._.___"................._........- .. _ ..l .................. ................. """ ,:P..._.... _ .............__.."" __ - - -. -- -- _ _ __ -_ ... .._...:.....:.._....._____......... -- _- ` ' ' ....... _ �' . :i .,: ::'� ' :�. :: �..-.��7:�"'. :.�.'."':' �' _ _ _- _ . _ "_'_ .... . . __ „� ...''� . . . . - -� - � .�,� . . ........... ......... ..... .. . ......N:t,..:;..._. ... �.... ..�, .._..;,; ; :.:: � �` �. •, � � � i� i �� a � n � � _ � H z � ae m � \.1 i m m --� N � C..' � Q � � l � � � �. �-- W W 2 � W W (/� 00 W � +--a J _ U F-- a � � � � � � n � ;n � � � � 0 , �; �' J � �� i � $. C? � F � n � H Z frl � � V � 2 m -� � ._..._ . _ '�: J � a lil � f� � � � �:a�a .. ai .. � . ._. ..:.,„'� ; r � ns ", n � ..�..' �'°:i� � 1 , a'� �v �va ' '� i � ��_ a�.� ..� �� e A � � � � � � � � � � �` � � W � � � �.,' �� :�. � '' � � ., ...._. � ��n� .�.'��.. �' `x...,,...,.::��:� i�'�-��_§�, _ � H � � � � � � � � � d � � � � �� . ,.�u�:��..ttF � �>� t7 R ca a;:- "0, ° � ' �=a e��,� ,..,..�._..... �jf' 6 w--.—rr�--;�r �� `l }i ;O � a�� d4 a�. q� 6s� m, �a an qn >��.x-�:� `,r� � � � � � � � � �. f1,'�§E: C;��mir�� '��"nm �: d.,.,?3 a� •° w ?: �� . ,. y��' t:.•['...� � ::�:.:�t, _� a � � � � � � 4 � � ... � .._�_ � � �O •s' �:� [ E :.w.. � ----�- Z � _ - �� "'�:; - :::a: .ti; — - :.. __ -- :w��:::: - � — -- - is�i: -:;; _ .. ... .. � leH - �n � S � F �• e �"'�� <� q�;_�A �'? {.}^ i • :k I� ' .. $ i 5 : i XP ' _ 1� { ; e � ! = s Texas Departrnent of Transportatian Form TxDQT-FA-U-35-DM-NTE Page 22 af 31 Rev.�/10110 Revised by the Parties November, 2020 County: TARIZAN'T ROW CSJ No.: 0081-12-049 Const. CSJ No.: 0081-12-047 Highway: NTE (IH 35W) Lrmits: From North Tarrant Parkway to Eagle Parkway EXHIBIT `B" UTII,ITY ADJUSTM�NT AGREEMENT .AMENDMENT FORM (TxDOT-FA iT-3�A-DNn 'I'he revised U� has not yet been finalized and agreed upon by aIl parti�s and will hold up this PUAA, sv it is not included. TacDOT does not require the UAAA language t4 be included in the P[]AA. Once finalized the UAAA language will be utilized in any subsequent are►endment assemblies if additional relocations are required. Texas Deparkment of Transpartation Foz3m T�QT-FA-U-35-DM-NTE Page 23 of 31 A�v.41I0/10 Revised by the Parties Novemher, 2020 Counry: TARRANT ROW CS.1 No.: 0081-12-Q�1 Cpnst. CSJ No.: 0081-12-047 Highway: N'I`E (1H 35W) Limits: �'rotn North Tarrant Parkway to Eagle Parkway EXiiIBIT "C" CONFL�CT 137 PLANS, SPECIFYCA'TrONS, COST ESTIMATE� AND ALLOCATION � Texas Department of Transportation Form T�cDOT-FA-U-35-DM-NTE P�ge 24 of 3 S Re�.411 OII4 Ravised by the Parties November, 2p20 County: TARKANT ROW CSJ No.: 00$1-12-0�}9 Const CSJ Nq.: 0081-12-047 Higl�way: NTE (IH 35W) Limits: From North 'I'arrant Parkway to �agle Parkway EXHIBIT ��D" INSURANCE REQiTIltEME1VTS �►11 insurance required to he purchased and maintained by Design-Build Contractor sha�l be obtained fron�. insurance companies that are du]y licensed or authorized in the State of Texas to issue insurance policies for the limits and coverages so required. Certificates oi Insurance Design-Build Contractor shall deliver to Owner, with copies to each additional insured and loss payee if so otherwise identiiieci, cer�if�cates of insurance providiz�g evidezace that the Desig�-Build Contiractar has p.urchased and/or is maintaining. i. The certificate of insurance shall document the Owner, and aIl other identified entities as "Additional Iusured" on all liability palicies. 2. The Design-Build Ca�rtractor's general liabili4y insurance shall be written on a"per pr�ject" oi• °`pe�• location" basis, rvhich shall be identified in the certificate af insurance. 3. The certifieate sha11 be signed by an agent authorized to bind coverage on bebalf of the insu�red, be complete in its entirety, and show co�nplete insurance carrier narnes as Iisted in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' co�npensation, all insuret•s must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction af tl�e �w��e�•'s Risk Management Deparhnent. If the rating is belo�r+ that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the Owner. 6. �'ailure of the Owner to demand such certificates or other evid�nce of full compliance vvith the insuran.ce requirements or failure of the City to identify a deficieney fram evidence that is provided shall nat be construed as a waiver of Design-Build Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differenaes is required. Excess Liability shall follow form of the primary coverage. 8. Unles� otherwise stated, all required insurance sha�l be written on the °`occurrence basis". If coverage is underwritten on a cIaims-made basis, the retroactive date shall be coincident with or priar to tha data of the �ffective dat� of the agreernent and the certificate of insurance shal� state that the eoverage is claims- made az�d the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years follovving Final Accepfance provid�d under the Contxact Documents. or for the Texas Deparhnent of Transportation Form TxDOT-FA-U-35-DM NTE Page 25 of 31 Rev.4110/l0 Aevised by the Parties Nnvemher, 2020 warranty period, whichever is longer. An a�nual certificate of insuxaz�ce submitted to the Owner shall evidence such insurance coverage. 9. Palicies shall have no exclusions lay endorsements, which, neither nu3lify or arnend, the required lin�s of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the Owner. l0. [Tx�tez�tio�ally Deleted.] 11. [Intentionally Deleted.] 12. Owner xeserves the right to review the insurance requirements and to make reasanable adjustments to insurance co�erage's and their limits when dee�ned necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as u+ell as of the contracting party to the Owner. The Owner shall be r�quir�d to pravide prior notice of 90 days, and �he insurance adjustments sha11 be incorp�rated into the Worlc by Change �rder. 13. Ovvner sl�all be entitled, upon written request and without expense, to receive copies of policies and endorsements thereta and may make any z�easonabSe requests far deIetion or re�ision or modifications of particular policy terms, conditions, limitations, or exclusians necessa�y to con.fona� the pol.icy an.d endorsements to the requirements nf the ContY'act. Deletions, revisions, or modiiications shal! not be required where policy provisions are established by law ar regulatzons binding upon either party or tt�e underwriter on any sueh polieies. 14. Owner shall not be responsible for the direct payment of insuranc� prerrsium costs for Design-Build Cvntractar's ins�rance. DesignWBvild Contractor's Insurance A. Workers Compensation and Employers' Liability. Design�Build Contraetor shall purchase and maintain, or cause to be p�chased and maintai�ned, snc�; insura�uce coverage with limits consistent with stahitory beneftts vutli�Zec3 in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended}, and ininimum l'units for Employers' Liability as is appropriate for the Work being performeci and as will provide protection fram cla.ims set farth below which may arise out of or result from Design- B�ild Contractor's performance of the �+Vork and Design-Build Contracfor's other abliga#ions �nder tlze Contract Documents, whether it is to be perfor�ned by Design-Build Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed hy any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' com�ensatian, disability beneftts, and other similar employee benefi� acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or deat� af Design- Build Contractor's employees. B. Commercial General Liabi.lity. Coverage shall include but not be limited to cavering liabi�ity (bodily injury or praperty damage) arising from: premis�s/operations, igd�pendent contractors, praductslcampleted operations, personal injury, and liability under an iz�sured contract. Insurance shall be prQvided on an accurrence basis, and as comprehensive as the current Ins�rance Services Ofiiae (ISO} policy. This insurance shall apply as primary insurance with respect to any other insurance or self- insurance programs afforded to the City. The Commercial General Liability p.o�cy shall have no �xelusions by endorsements that would alt�r of nullify premises/operations, products/campleted ope�rations, contraetual, personal injury, or advertising injury, which are nortnally contained with the policy, unless the �wner appraves such exclusians in writing. Texas Depaifinent of Transportation Form TxDOT-FA-U-35-DM-NTE Page 26 of 31 Rev.4110110 Re�ised by the Parties No�ember, 2f12q For construction proj�cts that present a suhstantial campleted operation expasure, the Owner may require the Design-Build Contractor to maintain completed operations caverage for a minimum of no less than three (3) years following the completion af the project. C. Automobile Liability. Contractor shall purchase and maintain, or eause ta be purchased and maintained, a commeraial business auta policy that provides coverage for `°any autd', defined as autos owned, hired aad non-awned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out af the work, maintenance or use of any motor vehicle by the Design-Build Contractor, any Subcontractor or Supplier, or by anyone directly o:r indireetl�+ ernployed by any of them to perform any of the Wor�t, or by anyone for whose acts any of t�em may be liable. D. Railroad Protective Liabi.lity. If any af the work or any vvarranty work is within the lizmits of railroad right-of-way, th� Design-Build Contractar shall comply with thc requirements as stated by the appropriate railroad. E. Notiiication of Policy Cancellation: Design-Build Contractor shall immediately notify Owner upon cancellation or other loss of insurance coverage. Design-Build Contractor shall stop work until replacement insurance ha� been procured. There shall be na time credit for days not worked pursuant to �his section. Acceptance ailnsurance; Option to Replace If Owner has any objection io the caverage afforded by or other provisions of the insuxance required to be purchased and maintained by the Design-Build Contractor, the Own�r shall so notify the Design-Build Contractor in writing within 10 Business Days after receipt of t.�►e certificates (or other c�+idenc� requested). Design-Build Contractor shali provide tn the Owner such additional infornaation in respect of insurance provided as the Owner may reas4nably request. If Design-Build Contractor dnes not purchase or rnaintain all of the insurance reyuired by ihe Cantract Documents, the Owner shall notify the Design- Build Cantractor i p writing of such failure prior to the start of the Work, ar of such failure to maintain prior to any change in fhe required coverage. Coverage Amounts The limzts af liability for the insurance required herein shall provide the fallowing coverages for not lass than the £allowing amounts or greater where required by laws and regulations: Workers' Compensation Statutor� timits Employer's diability $100,OD0 each accident/nccurrence $100,000 Disease - each employee $500,000 Disease - palicy linrit Commercial Gt:neral Liabilit�v with minitnum ii�nits of: $I,Oa0,000 each occurrence $2,0(l0,000 aggregats lfmit The Coimnercial General Liability Insurance �aolicies shall provide "X", "C", and "U" coverage°s. Verification of such coverage mns# be shor�+n in the Remarks Article of tlie Certificate of Insurance. 'I'exas Depar4ment of Transportation �'orm TxDOT-�A-U-35-DM-NTE Page 27 of 31 Rev.�F/10/10 Revised by the Parties 1Vpvember, 2020 Automobile Liabilitv shall be in an amount not less tha� the following amounts: (1) Automobile Lialsility - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. $1,000,000 each accident on a cambined single Wrr�it basis. Split limits are acceptable if limits are at least: $250,000 Bodiiy Injury per person / $SOO,OnO Bodily fnjury per accident/ $100,000 Properly Damage Texas Deparkrnent of Transportation Farm TxDOT-FA-U-35-DM-NTE Page 28 af 31 Rev.4/10/10 Revis�d by the Parties November, 2020 County: TARRANT ROW CSJ No.: OU81-12-049 Const. CSJ No.: 0083-12-047 Highway: NTE (IH 35W) Limits: From Nor�h Tarrant Parkway ko Eagle Parkway �XAIBIT "E" LIST OF OWN�R UTILITIES Fort Worth Eacisting Water and Sanitary Sewer Facilities Eagle Parkway 24" Wtr; 24", 1�", S", & 6" 5S 1. 29�-inch SS on IH35W �BFR south to Texas Longharn Way 2. 24-inch SS an Ii335W SBFR sauth of Eagle Parkway 3. 24-inch SS Crossin� IH35W north of Alliance Blvd. 4. 6-inch SS on IH35W SBFR south oFBagle Parkway 5. 8-inch SS on IH35W SBFR souti� of EagIe Paricway 6. 10-inch SS on IH35W SBFR at Texas Longhorn Way 7. 10-inch 53 on Texas Longhom Way east to 1H35W 8. 24-inch Wtr on Texas Longhnrn Way eask ta IH35W 9. 8-inch SS on IH35W SBFR nprth of Texas I,onghorn Way Alliance Bl�d. 16", 12", 1Q", &$" Wtr; 8" SS 1. 12-inch Wtr on IH35W SBPR Crossing Alliance Blvd. 2. 12-inch Wtz on Legacy Crossing east to IH35W 3. $-inch 5S on an Legacy Crossin� east to IH35W 4. 8-inch SS on IH35W SBFR to Henrietta Creek 5. 12-inch Wtr on IH35W SBFR Crossing Legacy Crossing 6. 16-inch Wtr on IH3SW NBFR north of Westport Parkway 7. 10-inch Wtr nort}a of Westport, west to IH35W 8. $-inch Wtr north of Westport, west to IH35W 9. 8-inch Wtr oz� IH3SW SBFR to Westport Parkway Westport Parlcway 30", 16", 12", 8'" & 6" Wtr; IS" SS 1. 16-inch Wtr on IH35W NBFR Crossing Westport and south to SH170 2, 1�-in,ck► Wtr an IH35W NBFR between Westpart and S.H17Q Texas Department of Transportation Form TxDOT-FA-U-35-DM-NTE Page 29 of 3l Rev.4I10/10 Revised hy the Parties November, 2020 3, 30-i�ch Wtr Crossing IH35W at Westport Parkway 4. 8-inch Wtr on Westport Yark�vay west to IH35W S. 8-inch Wtr on Westport Pakway wesk to IH3SW 6. 15-inch SS on Westport Pakway west to IH35W 7. 12-ineh Wtr on IH35W NBFR Crossing Cabela Drive 8. 6-i�ch V4�tr on Cabela Drive west ta IH35W SH170 16", 12", & 10" Wtr; 12" &&" SS 1. 12-inch Wtr on SH170 WBFR east to Cabela Drive 2. IO-inch Wtr an SH170 EBFR east to Denton Raad 3. 16-inch Wtr Crossing SH170 between IH35W and Cabela Drive 4. I2-inch 55 Crossing SH170 between IH35W and Cab�;Ia Drive 5. S-inch SS on SH170 EBFR east from IH35W Keller Hicks Rd.ITimberland Blvd. 24", & 16" Wtr; 16", 15", 10" & 8" S5 1. 1$-inch Wtr on Keller Hicks Rd. east to IH35W SBFR 2. 16-inch Wtr on Timberland Blr�d. wesk ta IH35W NBFR 3. 16-ineh Wtr on IH35W SBFR south of Keller Hicks Rd. 4. 16-ineh Wtr on IH35W NBFR south o£Timberland Bl�d. 5. 24-ineh Wtr Crossing IH35W bekween Keller Hicks Rd. and Golden Triangle Blvd. 6. 2�F-inch V4rtr on II33SW SBFR north of Golden Trianlge Blvd. 7. 10-inch S5 qn IH35W SBFR south of Keller Hicics Rd, 8. 15-inch SS om IH35W SBFR north af Golden Triangle Blvd. 9. I6-inch �S Crossin:g IH35W north of Golden Triangle Blvd. 10. 8-inch SS on IH35W NBFR south of Tirnberland Blvd. 11. 10-i.r�ch SS on IH35W NBFR north of Golden Triangle Blvd. I2. 15-inich SS on IH35W NBFR north of Golden Triatigle Blvd. Golden Triangle Bl�d. A8", 2�", 12", & IO" Wtr; IS" & 10" SS 1. 15-inch SS on Golden Triangle Blvd. west to IH35W 2. 48-inch Wtr on Crosssng IH35W at Golden Triangle Blvd. 3. 24-inch Wtr on Golden Triangle Blvd. east ta IH35W 4. 12-inch Wtr Crossing Golden Triangle Blvd. west of IH35W 5. 15-inch SS Crossing Golden Triangle Blvd. west of IH35W 6. 12-inch Wtr on IH35W SBFR south of Golden Triangle Blvd 7. 12-inch Wtr on IH35W SB�'R soukh af Golden Triangle Blvd 8. LO-inch SS on IH35W SBFR sauth of GoIden Triangle Blvd 9. 10-inoh Wtr on IH35W NBFR north of Heritage Trace Parkway Texas Department of Transpartation Form TxDOT-FA-U-35-DM NTE Page 30 of 31 Rev.4110/10 Revised by the Parties November, 2020 Heritage Trace Parkway 36", 24", & I2" 1Utr; 18" & 8" S� 1. 24-inch Wtr Crossing IH35W north of Heritage Trace Farkway 2. 3b-inch Wtr Crossing IH35W soutla af Heritage Traee Parkway 3. 12-inch Wtr on IH35W NSFR south of Heritage Trace Parkway 4. 8-inch SS on IH35W NBFR south of Heritage Trace Farkway 5. 8-inch SS on IH35W NBFR south of He�itage Trace Parkway to North Tarrant Parkway 6. l2-inch Wtr nn IH35W SBFR south of Heritage Trace Parkway 7. l$-inch SS on IH35W SSFR south of Heritage Trace Parkway to North Tarrank Pazlcway Narth Tarrant Parkway 16" Wtr; 30"' & 1$" SS 1. 18-inch 5S on IH35W SBFR Crossing North Tarrant Parkway 2. 30-inch SS Crossing IH35W south of North Tarrant Parkway 3. 16-inch Wtr Crossing IH35W so�xth ofNorth Tarrant Parkway � � QocuSign Envelope ID: 9UDB047C-E076-4FC6-9C53-468623F10FOA Texas Department of Transportation Form Tx�OT-FA-U-35-DM-NTE Page 31 of 3 L Rev.4/10110 Revised by the Parties Navember, 2020 Caunty: TARRAN'F ROW CSJ No,: OUSI-I2-044 Const.CS.TNo.: �0$1-f2-047 �[ighway: NTE (IH35W) Limits: Prom North Tarrant Parkway to Eagle Parkway EXPIIBIT °°F" BUY AMERICA CERTIFICATION (To be signed by autharized signatory(ies) of Owner cor�temparaneous with execution of tt�e Agreement only domestic steel and iran wi116e used in the Project. l. Owne�• shall catnply with the Fedei•al Highway Administration {"FHWA'') Buy America Requirements of 23 CFft 635.410, which permits FHWA participation in the Pritr�e Cantract only if domestic steel and iran will be used on the Project, and with the requirements of 23 U.S.C. § 313, as they may be amended. To be cansidered do�nestic, all steel and iron used and all products manufactured fram steel and iron must be praduced in the United States, and all manufacturing processes, incIuding application of a caaking, for these niaterials must occur in the United States. Cflating include� aIl processes which }arotect or enhance the �alue of the material to which the coating is ap�lied. Z, A false certification is a criminal act in violatian of l8 U.S.C. § I001. Should the Agreement with Developer be investigated, Owner has the burden of proof to es#ablish that it is in compliance. OWNER CiLy of Fart Worth By: � �� D�ly Autharized Representative Date: � � � ��f Printed; l � ,1� �DEl� Name: Title: ` � ►�e. . infrci�tcutE�.to�, ttt i ..:A� ��•;n1d -`�,.'{ i�/ ": ! ,S _ �'�' . . r ��. " , � - � '- ��'"� ��' •' � �F� �� ' ,+�{ - +- I , i � �' + � �a� �I �� i � -�� _- � �� ..�� .��.� ��,�� . *; � ; � � s � ,� � ��. � �' ��f]I��:.'S� � �_ i „� I {� �.. ._ '� � � � � I �cw.. -- - - � � � �1��1� � U�i��t�l Desi�� P�ar�s $� Spec��i��t�o�� ty �� t U�l�r�$� l��o�ity Ao��t�er�t ��e�e�� v��o��7 DacuSign Envelape ID; 90�B047C-ED78-4FC6-9C53-468623F1flFflA 3 �� CITY OF FT. WORTH, TEXAS 1000 THROCKMORTON STREET FT. WORTH, TEXAS 76162 817-392-9A77 MAIiV ATTN: CHRIS HARpfR, p.�. infrastructurc,llc NORTH TARRA�lT INFRASTRUCTURE, LLC 4282 NORTH FREEWAY FORT WOR7H, TEXAS 76137 817-717-1775 MAIN 817-339-6582 FAX AT7N: CRISTINO MARTINEZ UTTLITY MANAGER � � ��./ , � — . �� -. k�r�l� G\0 CSJ ENG[NEERING ASSOCIATES, LLC P05T OFFICE BOX 54721 HURST, TEXAS 76054 512-750-3974 MAIN ATTN: H. H. 5COTT COLTER, P.E. UTILITY DESIGN COORDlNATOR TSSU�q FOfit ��,��N: S IA.O U�.�j NQRTH TARRANF INFRASTRUC7UftE, LLC RECOMMENDED FOR APPROVAL� � CHRI5 HARDER P.E. DIRfCTOR WAYER DEPAR7MEN7 CITY OF �ORT WORTH, TEXAS RECOMA�ENQE� FOR APPROVAL: � ��'f-�� JEFFREY HU.NT�R, R.E. CSJ �NGINEE.RII3C, LLC. „ � ,.''� Fr = . � - -I � - - '- � express � 35W TARRANT COUNTY ASSEMBLY U NIJMBER 35W-1J-0517 CiTY QF FORT WORTH, TEXAS IH-35W WATER AND WASTEINATER UT1LlTY RELOCATIONS ROW CSJ: 0081-12-049 CONST. CSJ: 0081-12-047 GONFLICT ID NUMBER: 1�7 ID 137: fH-35W BL STA 1344+10 TO 1344+29 Location Map NOT TO SCALE II � � iN�A PPOJE[T NP. "'F rcx�s wats�o� statt o-isTn�icT caux�r TEXAS FT W4RTH TARRANT SW�NOL SE[110N JOB XlO�nAV Np. 0081 i2 049 IH-35N R�V DATE BY �ESCRIPTION 1 04/Ol/21 JDH REVtSE PER GOMMENTS — SHTS 3, 5, 10-12 2 05/10/2l J�N REViSE PER CO%AMENTS — SHTS 3, 5, 12 3 d5/14/21 JDH REVISE PER COM�fENTS -- SHTS 2, 3, 5, fi, 10-12 INDEX OF DRAWINGS SEQ. SHEET N0. NQ. ��SCRTPTION 1 G-1' COVER 2 G-2 CONFLICT [0 137 DVERALL PROJECT WATER L11YE LAYOIJT & PROJECT CONTRbL PLAN 3 G-3 CONFLICT {� 137 WATER SYSTEhA NfAP ANU SEQllENCING NOTES 4 G-4 CONFLIGT ID 137 WATER SYSTEM MAP AND SfQIJENCING kOTES 5 G-5 CONFLICT 1� 137 WAiER ABAN�QNMENT SHEET 6 G-6 CONFLICT Ip 137 WASTEWATER SYSTEM MAP 7 G-7 STANDARd LEG£NU 8 G-8 F6RT WORTH GENERAL NOTES 9 G-9 GENERAL NOiES 10 W137-t C4NFLICT ]R 137 2A" WATER LINE 5TA I+dO TO Z*d0 11 W137-2 C4NFLLCT ID 137 24" WATER LINE STA 2+00 TO b+50 12 W137-3 CONFLICT IQ l37 24" WATER LINE STA 6•5Q TO 7+87 13 pT-i FORT WORTFt STANDARD DETAILS 14 �T-2 FORT WORTIi STANpARD DETAILS 15 DT-3 FORT WOR7H STANDAR� �ETAILS 16 �T-4 FDRT WORTN STANDAR� DETA RS 17 pT-5 FORF WORTH STAM�AR� �ETAILS 18 CP-1 CATHOpIC PftOTE.CTION nETAILS � N�\`` 1 j Jgf�4rc,OFTf� ��Fb 1 � ''s' FI � . �e I �.k.�.��....�........�.�..Lt J,{ � JeFFREY �. HIEN'I'EH i yr...�. 12 S 643 .,��.�. � li,`��` 0� `y� 1 CSJ EN6INEER[!tC ASSOCiAlES LLC TEXAS REGISTEREO EH6INEEP1k6 �I�7if r-10.��4 CITY OF FQRT WORTH 1H-35W SEGNiENT 3C UTILITY RELOCATl01�S COVER SHEET SHEET G-1 SEQ. Q1 OF 18 7ECANICAL OFFICE WORIt OAUEft N0. DATE APR T021 sr�re o[sTAtcr CWNTY TEXAS FT. WORTH TARRANT ��w � �oa � wsc I IH-35W � � NTE g 29s �f NTE 1 299 1 �;., ,r Il;� I I I I I � II I 'k II I � 4� � � �� I �I , : � 1�; � � I, �� '7 I� . F--� -��,� I .�.i, �� I � �� : . � �:1 .�o � � �� i '�I�� u'u . , , — y _ _ _; . � � • .....-- f . � �.�.; . ..i......_� . � ! \ �-• Y•, . .� � _ _ -% _. _ �."k= � � " — — : .. �.� � �rw � � - ... ---- � ' " '` � �; EX65TING 24" � � � � � IN 42" STEEL CASI ' TO BE ABAN60NED A GROVTE�/REMOVE� PER U W � �,,.� _. . --r------ �.� '° ,\ � I -.-- — -- ... ; _. :_. ..__� �`�_ ., - '':fi .-.. ..---��._':: I GuAIFLI�I �'` 56" P^CP WL : ` i: STEEL -' .. ; X—Q9477,X- :. t''. .. �4;�. s'. � � 1 �k �- � � � j: ``°: k� � . k� � � I -- � � 'I ' FAv: JSw-�-a517 t37 - � �f, :�'o_i�y..i- : •F�i _ I LJ ��„' [/,: H;' _ _ --,Y"Y�' � ��'� / Vi......_...."""'"' _ :: , � � . -� .; �:��; � :. ,�_....�:;,....,..... ..,.._.... � � . . :.... . ,. �..... _.._..._-...,..--- . .............. � .... .................. ................... ,� _ `i �� cT io is� ]SEd 24" �IP WL STEEL CASING A 1343+54.77 1 ,„ , , -�' �.. � STA �4 � �y 11 R� I I i� 1� =�r .�� '� � - { �� -i _, l�i � I �.' � ;; ' i �. I'-�,r � f �� ID 13�j .� � IN 60 RSIN �� 39488� I �" I� I i � a , ��. � .I � I ... . I .� ,I � � . �� `{`�. � � I ' �. � ��: . � � � i � ., �� 'i. �� 1-.i � � ' I I 'I I I i � • I� �' i .I. � � : � � I � �� ; r� .. � �= ',. NTE i1t �w — HERITAGE TRACE F�KWYo tiµ ---------- � -- � �: I I i i �� a::� `�- � �� : �� i ��; , :: i . '�5� I c3�:'� , ��• 1y � !�, - - I �; �`v�'�� ' `.�__—___ ,J -� . � -- 7- � � - ---,� — — - �— — IV7E� ...,-- � ~ �` ,�'7: 110 - — - _ _ — `` +� ^.; . ....:..:::::_. . , i Vt'. _ �� 7 � . � F' ,''.. .,,:.i` ri ... � `,ti �4��.k�� . � . ; ,: �. �- - CONTROL POINTS CPjj NOR7HING EP.5TING ELEV STR 11 7018551.91 2331384:65 799,5 NTE 110 7p17fl92.11 2331993.11 76k,3 NTE 111 7Q18279.23 2331984.96 782.7 NTE 298 7019b$A.0.5 2331537.89 774.9 NTE 293 7019015.$7 2331505.49 782.8 N 0 100' 200' SCALE IN FEET * 3JF.�e,��afb � �*�� .� JPFFi1�Y 0. H{1N?F.R,� 4 �, izsaaa�' 4�t�ti�� n �os CSJ EN61f1EERING I�SSOCI�TES I.LC TE%FS REGlSf£RED RM4INEER1h�C FI�iY F-108�� ,_ {�--- ----- express � 35W Iflffa5tfllC#LLl2� ��C �d��1�C,iII�,�iT� �� ._-_.�i-----� ��T �� CONFLICT ID 137 OVERALL PROJECT WATER LIN� LAYOUT & PROJ�CT COi�TROL PLAN 5CALE: I" � 100' SHEET G 2 SE4. 02 OF 18 7EGHNIGdL oFFICE WOpK OFDEB N0. �0.7E APR 2021 ST6TE pLSTPICT COl1NTY TEXAS FT. W6RTH TARRANY ppAwN BY OESfGNEk 6Y CxELKEtl 9Y HICHWAY NO AJW Jtlsl NSC [�W-3rjw � � a � Iroi/ 10 �� ., 9 rE��a � � ' ° 1�L UF � 3 L fi Y it_ �LQ -!� q m. � 3 izx 7 z s � 5 1 — .. n 3 z �i - -i — — - �0 7 i V I C iDl7 Y,4 �i 'HER I TA C su , I _ $ . � r A "� a II O ii � 3 � X� 3 � �— rll� l U l _ -r 1 � __ HERITAGE TRACE . J �� m zl _{ I n, � I � � I n � -� i m� xf y xYl+/! .�.Ull V C 1 \ ��- � '� - �� rawN CEN TEl7 No� rH � ,s 5 _l BL �� I IrrtacT zt�z� zx �, , 9 � � � - �vcE rownr cENr r� �vnR rH � BLO K I / � I PROPOSED 24" DIP WL IN 42" STEEL CASING n� . 4�!✓qQ - � � MCQN/ENS, � °\ � � �N r � i i� 9 16 19 � 3 14 19 20 1 i � � � � � , — — 4- , 3 13 ' I - iI . �-+; ' ' _ ,l'_' �s � _______�k-.i:..,.-�. ..CF:..� 44NPF +� 5EE �E7AIL� r3E �� t • �� i � ,o f �1 f 3A � 3(i j � _ { -_ � � 2A I I 3S7 11 12 I 13 I 3C �� 3 AL L IA CE TO�YN CEN _ �� X BLOCK � . • �! :� . - - -- i Q ex� �;,ncE iaat� �.' I � �� • . • � 4 I � ti- \ \� REGOMMENDE� SEQl1ENCE fJF CONSTRUCTIDN 7, COORDINATE WITN PRQP�RTY OWNERS IN 7HE TABLE LISTE� ON NEXT SNEET ANO GEi3ERAL NOTES TNE CITY OF FORT W�RTH WA7'ER pEPAR7MENT A MINIMUM OF 2 WEEKS PRiOR TO FHE SNUT�OWN.(S�E SHEET G-4 FoR CITY CaN7AC7 INFORMATION) 7. RECaMMENDE� SEQUENCE IS PROVI�ED AS A SUGGESTION TO THE CONTRACTOR. �• ONLY CITY q� F�"C. WOR7H PERSONNEL CAN OPERATE VALVES ON THE EXISTING ALL MEANS AND METHOOS OF CONSTRl1Cii0N, INCLl101NG SEQUENCING, IS wATER UN�. TH� CON7RACTOR SHALL CQORDINATE WITH THE C1TY OF FORT WORTH ULTIMATELY THE RESPONSEBILITY dF THE CONTRACTOR. THE CdNTRACTDR A3AY TWO FIfLL BUStN�SS QAYS pf210R 70 CONSTRl1GT{ON TO OPERATE VALVES. SUBMET ALiERNATE SEQUENCING PLANS FOR REVEEW BY NTI AND THE CITY. 9� CLOSE WATER VALVES: a. 24" GATE VAIVE AT TH� NOR7HW�ST COF2NER OF HERITAGE TRACE AN� CONFLICT I� 137 IH-35W h, 24" GATE VALVE APPROk. 1685' EAST OF 1H-35W ALpNG HERITAGE TRACE 24" WATER LINE IIVSTALLA71bN PRIOR TO SHl1TDOWN OF 24"WkIER LINE c. 10" GATE VALVE AT THE NQRTHEAST CORNER OF HERITAG� TRACE AND IH-35W 2. PERFORM TEST HOLES TO CONFIRM TIE-W LOCATlDNS. d. 2-12" CA'TE VALVES A7 CROSS APPROX, 750' �AST OF IH--35W ALONG 3. WSTALL 24" WATER LINE FROM STA 1+20 TO STA 7+58 H�Rl7AGE 7RACE a. WSTA�L 24" WATER VALVE AT STA 7+38 e. 2-12" GA'f� VALVE5 AT CROSS APPROX. 1450' EAST OF" IF[--35W AIONG �, INSTALL 12° WA7�R VALVE ANG1i�RED 7D 7�E Ai S7A 7+28. HERlTkGE TRACE (UNLE55 ALREA�Y CLOSED) 4. INSTALL TEMPORARY TEST PLUGS AT STA 1+20 AND STA 7-158. CLEAN, FLUSH, DISINFECT AN� TEST INSTALLED PIPE. 24" WATER LINE INSTALLA7103V �URING SHUTpOWN pF EXI571iVG 24" WATER L[NE SHUT�OWN 24" WATER LINE 1R. GDNTRAC7pR SHALL WORK CONTINUOUSLY (24 HR/�AYj 1JN71L FHE TEE-INS ARE CdMPLETEp. CONTRACTOR SHALL HAVE MULTIPLE CREWS 4NTH WEL�ERS ASSIGNEQ 5. SHUT�OWN WILL NEED TQ BE SCHE�ULE� �URING LDW �EA3AND PERI4D5 (BETWEEA3 TO EACH CREVY 50 iHAT WdRK CAN 8E �ONE ON CDNNECTIaN ROINTS AT 7HE QDEG 1 ANQ MAR i PER FORT WORTH�S PQLIGY RND PROCE�UR�S S�C710iV 5,9.3) SAME TIME. � 11. INSTALL 29" WATER LINE FR4M STA 1+D0 i0 STA i+2U, AND FRpM STA 7+58 TO AND WILL NEED TO BE COORDINATE� Y4CTH THE CITY TO QETERMINE WHETHER THE Ql1FAGE IS PLANNE� i0R WEEK�AYS AFTfR BUSIME55 HOURS OR DUIRNG STA 7+87. WfEKENDS. 12. IJSE HIGH-EARLY STRENGTH CONCRETE MEETING 2500 PSI AT 24 HOEJRS AND MIN. 6. SHUT�OWN CAN LAST NO MORE THAN 48 HOlJRS (P30TE THA� WEEKEN❑ 4500 P51 AT 28 �AYS (REQUIRING SHQP DRAWING SIFBI�ITTAL) FOR THRUST SHUT�OWNS MAY RESTRICT MATERIAL AVAILABI�fTY). BLOCKS A7 FIT71NG5. 13. NEW 2A" GAT� VALYE A7 STA 7+36 SHOULn BE OPEN. 14. NE4V !2" GATE VALVE ON TEE AT STA 7+2B SH�t1L� HE CLOSEp, � ']-� �� 6nri�r 17 ,I LEGEND PROP EXIST WATER LINE '- - FIR€ HY�RANT ASSE�IBLY � WATER GATE WALVE p�p WA7�R M�TER ��' ' BLOW-OFF ASSEI�SBLY �r AIR RELEASE VALVE +� SEQUENCE NUMBER (5�� BELOW) O ��NTACT I3J�ORMATIpN i�UMBER O SEE NEXT SHEET) r-----------------------------------i i i i i � , i � 9 16 19 ' � i � � I I � I ' 3 14 19 � � ,{, � — �T','4 l 1 i l 3 13 � � � � � � i t ' � _� � � I I I I I I � I � I 7 I 4_�__�------_________��_______________ '. DETASL 15. OPEI� WATER VALVES a. 24" GATE VALVE AT THE NORTHWEST CORNER bP HERI7AGE 7RACE AND IH-35W b. 24'� 6ATE VALVE APPROX. 1685' EA57 OF IH-35W ALONG HERITAGE TRACE e. 2-f2" GATE VALVES AT CRO55 APPRDX. 750' EAST 4F 1H-35W ALONG H.ERITAGE TRACE d. 2--12" GAFE VALVES AT CROSS APPROX. 145Q' EAST OF IM-35W ALONG HERITAGE TRACE (UNLESS CLOSED PRfDR TO SEQ. 4) 16, �X1STING 10" GATE VALVE AT THE NORTHEAST CORiJER dF HEiiITAG.E TRACE AN� IH-35W TO REMAIN CLDSED 12" WATER LINE INSTALLATION 17. INSTALL i0" CUT-IN VALVE FO MAINTAIN SERVICE T0 CHUY'S AND QTHER BUSINESSE5 IN THIS WATER S�RVICE AREA (SEE SHEET W137-3). 18. CLOSE CUT-W VALVE INSTALLE� IN STEP 17 (IJNLESS ALREA�Y CLOSEO), 19. INSTALL 12" WATER LINE CONNECTING TO �XI57iNG 1D" WATER LINE n. REhAOVE EXIS7ING 14" GATE VAiVE AT THE NORTHEAST CORI�ER OF IH-35W AND HERITAGE TRACE AND �ELIVER TO CITY YAR�. 2 20. OPEN NEW CUT-IN VALVE INSFALLE� fN STEP 17 AND N�W 12" GATE VALIIE A STA 7+28 TO PUT LlNE IN SERVICE. ISE PEH �I V� 0 200' 40D' SCALE IN FEET �:$��`�` .��'�'`�l� � �JEFFr+er o. HUKriBq� 1 ��12£+948./..�•.� ��1+�� `�" CSJ EMG1hEERIML ASSOCIAlES. LLC 1ER115 BEO15TfRf0 EM6lHEERli�6 FlRN F-10B14 !_`_�. I express � 35W _ _ 1.. _ __ _ _ Infrastructure, llr „�1��[�II�RZX� �s t1 Yiu{�r [b��die�aGs� Q�'NiaeCo��Tnee.v -- --- - ---- -i �ORT �0��`� CONFLICI� ID 137 NlATER SYSTEM MAP ANQ SEQUENCING NOT�S : 1" = 200' SHE�T G-3 5�.R. 03 aF 1 fEGHNIL4L OFFILE WORIc pROER N0. Uh7E APft 2021 a�w I eox I HSC � K 6 s s £ CDEJTACT IiVFORMATION NUM OWNER A��RESS PHONE NUMBER HOURS OF DPERATiON 11:04 A.M. TO 9:U0 P.M. A30N�AY—SATUROAY 1 GREAT AI�ERICAN COOKIES 2705 HERITAGE TRACE PARKWAY (817)232-8020 12:00 P.M. TO 9:00 P,M. SUNDAY � NATIV KITCHEN� ANp 2�25 HERITAGE 7RACE PARKlNAY (817)953--4Q80 7: �0 A.M. TO 8: QU P.M. MONDAY—SUN�AY 3 CHIPOTLE MEXICAN GfYIU. 2901 H�RI7AG� TRACE pARKWAY �101 (817}741-6480 7:00 A.M. TO 8;0� P.M. MONOAY—SUN�AY 4 PEI WEI 29D1 HERITAG� TRACE PARKWAY /y105 (8'�7j741-4848 10:45 A.M. TO 10:00 P.M. MON�AY—SUNDAY 7:00 A.M. TO 1U:40 P.M. MONpAY—SATLlR�AY 5 PANERA BREAD 2925 HERITACE TRACE PARKWAY (817)896-6046 8; 0.0 A.M. TO 10: 00 P.M. SUNDAY 6 FIRST WATCH — ALLIANCE 3D05 HERITAGE TRACE PARKWRY �101 (817).6fi2-6.363 7:0� A.M. TO 230 P.M. MD�J�AY—Sl1NDAY 7 SRELL SHACK 30Q1 HERITAGE TRACE PARKWAY �105 (844)558-2732 t1:00 A.�1. TO 2:00 A.M. MONDAY—SUN�AY 11:OD A.M. TO 9:60 P.M. SUNDAY—WEDNESDAY g GRUB K17CHfN & BAF2 3101 HERI7AGE TRACE PARKWAY (682)204—�111 11:4� A.A�. TO i0:00 P.�S. TH[iRSDAY 11:40 A.M. TO 11:00 P.M. FRIDAY—SATURDAY 9:00 A.M. TD 5:40 P.M. MONDAY—FRI�AY g WELLS FARGO BANK pg5p H�RITAG� TRACE PAR1(WAY (8i7)741-8334 9:OD A,M, TO 12:00 P.FA. SATUR�AY �p CH1CK—FIL—A 2870 MERITAGE TRACE PARKWAY (817)75Q-2440 6:00 A.M. TU' 40:00 P.�J� u0N0AY—SATUR�AY �� GHED�KTCHENRATCH Zg01 TEXA5 SAGE TRAIL (817)241-7$p0 �1:00 A.M. TO 1�:04 P.M. SUNOAY—THlli25pAY 9:U0 A.M. i0 12:D6 P.M. SATUROAY 11: d4 A,M. TO 9:00 P.hh. SUN�AY—WE�NESOAY i2 SMOOTHIE KING 9583 SAGE MEAOOW TRAiL {817)741-8D80 11: �0 A.M. TO 10; 00 P.M. THURSDAY 11; 00 A.�A, TO 11: d0 P.M. FRIDAY—SATURDAY 9:00 A.M. 70 9:00 P.M. MONDAY--SATURDAY 13 PE75MAR7 2901 TEXAS SAGE TRA{L {8f7}741-7923 10:00 A_M, 70 7:00 P.M. SUNDAY 1i; 00 A.M. TO 7: Qd P,M. h�DhfDAY--SATURDAY 14 JCP�NNEY 3001 7EXA5 5AGE TRAIL (817)745--4800 1l: 04 A.M. 70 fi; Ob p.M, 5l1NDAY 15 TOTAL WINE AND MORE 3101 TEXAS SAGE TRAIL (817j741-94i5 10:0fl A.M. TO 9:60 P.M. MONOAY—SATURpAY 9:fl0 A.M. TO 5:00 P.M. MONDAY—FRIpAY �� @ANK flF TEXAS 3200 HERITAGE TRACE PARKWAY (817)750-5230 9:00 A.M. TO 12:00 P.M. SATURDAY �� SHl1CK ME — ALLIANCE g56D FEATHER GRASS LANE (817}803-4300 ��OD A.M. TO 8:00 P.M. SUNDAY—WEDNESDAY TOWN CENTER 1:00 A.M, TO 9:00 P.M. THURS�AY—SATUR�A 18 CHUY'S 9��0 NORTH��FApEEE AY SERVICE �g� ��74� _fi08� 1 Y: 00 a.M. 70 9: OD P.M. SUN�AY—THURSDAY 11:00 A.M. 70 10:00 P.M. FRIDAY-SATURDAY 18 COlJR7YARD BY MARRIOTT 3001 AR�iADOR DRIVE {817)753-610D FEOTEL CITY OF FOR7 WORTH CONTACT INFORMATION DEPARTMENT GONTACT PHONE NUMBER PROJECT MANAGER JDHM KASAVICH (817)392-8480 CITY INSPECTOR �AVIti JOHNSON (817j223-2279 CES1�R ZAVALA (817)475-2856 FIELD DPERATIONS MATF DAVIS (817)991-843p f�r��— — — ---- I express � 35W infrastrurture, llc ��7'� �/� � � �aq;..ws�au�h� Gbu�e�l'6�aEob� igr�IIY� �-'� �o�� COI�FL I CT I Q 1 37 WATER SYST�M MAP AND SEQUENCTNG NOTES SCAL�: 1" = 200' SH��T G-4 SEQ. 04 OF I TEGxNIC6L OFFI[E 9fOnN Op�EH N0. OATE MAR 202i TEXAS I FT. WORTH aaw [ �oH i usc I [H- I � ~ I 26 izx 19 �y �e rs 1z ii i7 �6 � �� 10 1� 1; g TpEhr'/frI C�� a Iz _ . CJL L! �r. . � � 7 � I I- 6 Y � � 5 p ��n; 9�� , 4m � �� izx 7 ' 2 6 [ � 5 -- 4 3 2 1 . �� _ � A s � Fi6 7 VICI"pRY Ar 'HERITAG 5A ' �� S j f � 1, _. �,� � � 4. �I� I1 � 3 I '� X lJ�.. 3 _., z ,� 2 .� 1 300 LF QF 2h" CCP � 42" GASING PEf2 ABANDON AND GROUT APPROIC., 105 LF OF 24" CCP AI�D I �:, ° . �m I! i iw I� zl -' i m � � � � I n �i i -. r = I� b Sm � i� � I��1V! JCJI l V L I `-�- � I I _�� ,—..- � 3x � • �LL IANC � rowN � ! �IiAC� 2H71 � � ��N ��R �� { Narr r�a j � f z s E3LOCK � TRFCT z�irc rR x . — _ 'x� wa�K�R wnr ! -- zx � , i 3�'', `� AL C NCE TOY�/N' � CEN1 -l� NOl�IH I TRAC1 2B25 3 M BLfl K 1 4e`�. I �P�a + ABAN�DN AN� GROUT APPROX. ' � `` 110 LF OF 24" CCP AN� --" � tx �------------,-------------_____.._____, 42" CASIAIG PER UAR -- i_ _ i Q i i _ I� � ' R�Mou� Ex. 6" � Q�� BLOW-OFF AS5EM6LY ! REMpVE EX. 10" GATE � , ` ND DEUVER 70 CIFY i VALVE AND QELIVER TO TRaCT 2a -- YARp : , CITY YARO --� REMOVE EX. 2" AlR I � 3 � i REI�4pVE EX� 24" i RELEASE VALVE AN� • z ; GATE VALVE ANDQ i �ELIVER TO CITY - - DELJVER TO CITY j i -,� -YAR� _ .._...T , Z . - - � — » � ` YAR� � R�AAOVE APPROX. � ' � ' 1D LF 4F 24 CCP PER UAR ��; - - - -�.•"r." i,�.� -.-titcF�kd.. - ,� ~�- � � ` i � i BANDpN AND GftOUT APPROX. 5�E pE7A1L ��R ^•- -- - -� �� - ~ � i � -.-------.i 50 LF pF 24' CCP PER UAR APPUR7ENAA�CE f7E REMOVE APPROX. 45 LF i� _ t _ •- i �-�_" � _ REMD�rAL � OF 24" CCP PER UAR �. REMOVE �k. �"- ! ABANf]ON ANq GftQUT APPROX. � �~ ' REMOVE EX. 2" AIf2� � �BLOW-OF� ASSEM$LY 45 LF OF 24" CCP PER UAR i RELEASE VIILVE ANU � i1AND DELIVER 10�ATY� Y � _ ` � l7�lIVEF2 70 CIT.Y i �{ � ,4 i Q YARp i �fiEMOVE EX. 70'� G/}TE s-� -_ � ' AA i i Y+ALVE AND QELIVER�TO 2A � '----_--_ ___._-_----_.--------------i CITY YA�RO I REMOVE EX. 24'� GATE DE7dCL � VALVE AND DELIu�R TO ciTr�;^�nRo 3 �ALL I/I G'Ec TO�N CEN _ zd � � I � x � �BLDCK h � _. � - . 6nar � � _ 70 3 I C� E7Cr i �ALE TRA i I. �i �. � — — — � i � . ;� �1 HEVISE PER C9AWIENTS REVISE PEH C9�MENfS REYISE PEN L9MAEHfS �ll � � .. 0 200' A00' SCALE IN FEET ,� s� ��`l� f : � � � � "� r fi �f+ ' JEFfR'r-Y�D.�HUNTEH� f' ��b 7'26943�•.� �f 'y�,4,!CBfS3�0r�� 1��,`�f�_� CSJ EY.GFXEERIqG ASSOC[ASES. LLC TENAS RE6IS7ERE� EW61Nf£RlM4 F�RI.7 Fk6B1A _ � � t express � 35W __ � __--- infrastructure, llc ��ATGi.�C1W�R � � osHltlt�ao�r��mt.� ----� ��R�` �PO��H � �. s � � FK �$ �, 0 � �� i�� z CONFLICT IQ 137 OVERALL PROJ�CT UJATER LZN� ABANDONM�NT AND REMOVAL PLAN SCALE: 1" = 200' SHEET G-5 SE�. 0'S OF 1& YEGHH�ICA4 OFFCCE WOAK OHUER N0. UATE APR 2027 sxn7E o1s7N1cY CAUNTY 7EXA5 F7, WOR7H TARRANT qAwN gY aEs[GkEp BY CNECK60 9Y NiGF7WAY HO AJW JOH HSL IH-35W fX. ROW • EX. EASEMEMT LINE -�--`-'"��""�� - EX. CITY OF FORT WORTH WATER LINE EX. CITY OF FORT WORTH WASIEWATER LINE ! �f(. UNGEC2GFt0UND ELEC7RIC UE EX. QVERiiEAb �LEC7RIC E EX. GAS L.IN� G EX. UNqERGROUNq TELEPHON� lft EX. OVERHEA� T�L�AHONE T EX. FIBER OPTTC CABLE UF EX. OYERHEA� FTBER OPTIC CA�LE F EX. PETRdLEUM PIPELINE p a � � � � EX. WASTEWATER MANHOiE EX. WASTEWATER CLEANOUT EX. FIRE HY�RANT EX. WATER GATE VALVE �X, WATER M�7�R �X, WA7ER VAL1L7 EX. 1kATER BLQW-OFF EX. WATER COMB[NATION AIR RELEASE VALVE ANd ACCE55 MANHOLE EX. PDWER POLE EX. GUY WCRE EX. ELECTRIC METER EX. ELECTRICAL Pl1LL BOX EX. ELECTRIC f�AiJHOLE �X. PA[l MOUN7ED TRANSFdRMER �X, GA5 A�ARKER EX. GAS METER EX. TELEPNONE FAANHOLE EX. TELE?HONE PEaESTAL EX. FIBER OPTIC IiANDH4LE EX. TRAFFIC SIGN EX. ILLUM[NATION POLE EX. STORM DR'AIN LIME EX, 570RM ORAIN Ih3LET EX. STORM ORAIN MAIVNDLE Ex, RRII.LED P[ER5 �X. TRE� PROP ABAIVDONMENT pF WL PROP ABkNpONM£NT p� WWL -w—w —w�w W �� =_ W � e_ � �..4 .. oPP � E�—E— rak 0 � � G�G— . � FOH Q � '--ir ----------------------- i �� =` �:z- . .'� . - . Y� ' .' > � -' . 5TANDARa LEGEND PROP. RDW PROP. EASENENT LINE - - - - � - � " - - -- PROP. CITY OF FORT WOATH WATER LIME W PRAP. CETY OF FdRT WOR7H WA57EWATER LE3JE �- '� --- PROP. UNGEiiGROUND ELECTRIC VE PROP. flVERHEA� ELECTRIC E PROP. GAS LINE (� AROP. UNDERGROUN� TELEPHONE UT PROP. OVERkEA� TELEPHONE T PROP. FIBER OPTIC CABLE I1F PROP. OVERHEAD FIBER OPTIC CABLE p PROP. PETROLEUM PIPELINE p PROf'. WASTEWATER MANHOLE �, � PROP. WA5TEWATER CLEAMOUT — �� — PROP. F IR� HYqRANT �- W� Nr— PROP. WATER GATE VALVE — W�---1f� w— PROP. WATER REDUC£R -� w—►-- w-- PR4P. WATER METER — W—�— W— rs PROP. WATfR TEST STATION — W�— W— PROP. WATER VAULT — W�� W T PRQP. WATER BLOW-OFF — W ��N — PROP. WA7ER COMEINATION AIR RELEASE -- -W---=�— W— VALVE Ahlp ACCESS MANHOLE PROP. SOLID SLEEVE � W�- w— PROP. PIPELINE Mdf2KER � PROP. POWER POLE �Pp PROP. GUY WIRE } PROP. ELECTRICAL PULL BOx � PROP. ELECTRIC MANHQLE O f'ROf'. TELEC4�1 MANHOLf � PROP. T�L�PHONE PE�ESTAL � PROF. FIBER pPT1C HANbHO�� PqOP, TRAFFIC 51GN '`1 PRd3'. ILLUMINATION POL£ �ti-j�''��-1� PROP. STORM DRA1N L1NE PRdP. 5T4RM �RAIN 1NLET K PR4P. SF4RM �RAIN MANHOLE � .` 4.L .�_•-T_L_•__..��... PROP. DRILLE� PIERS - -r'=: � r �;:t:::::::::.::4:'::• .::w.' .:::::::..... PROP. RETAINING WALL EXTS�C�G �dG� OF PAUEMfNT PROPOSED BACX qF CURB PROPOSED CONCRETE RIPRAP PROPdSE� PAVEMEIVT PROP4SED BRIDGE f'ROPOSEp M1LL AN� OVERLAY 70 EXI5TING PAVEMENT PRQPOS�p 60RE PIT EXCAVAT[4N tTHCS C�NTRACTf ik�}5 j.�]i � � � j�` �>r 6f� � SE%AS 'GTES� iLC IN6 FIRIE F-IOB7a �rc . - - --- - express� 35W InfrasEructure, llc �+�E%T.l�B �E,� tJtf�Eiqdaa�aa Q�evl�td'��rns� �7��e s-� 3�--�-a �0�'� �ORTH STANpAFtD LEGENQ SCALE: 1" = 200' SHEET G-7 SEQ. 07 OF 18 TECHN]CAL OFP[CE WORK ORUER Mp, 06�E IAAFt 2021 STATE 6k5TR1CT CUIINTV TEXAS FT. WORTH TARRANT OR0.WN 8Y OES]GNE� 6Y CHECAf9 BY H3GHWAY NQ AJW JOH HSC If{-3�w S � S .� FORT WORTH GE�ERAL NOTES DIVISiON 61 -- GENERAL RE4UIREMENTS GENERAL: 1. THE CONIRACTOR SHALL 6E RESPDNSIBLE FQR LdCAl1NG ALL UTIL�TIES, WHEThIER PUB�IC OR PRIVATE, PRIOR TO EXCAVATkON. THE INFORMATiON AND OATA SHOWN WITH RESPECT TO EXISTING UN�ERGROl1ND FACI�[TIE5 AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AN� BASED ON INFORMAiIDN FURNISHED BY THE OWNERS OF SUCH UNR�RGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBS�RVE� IN THE FIELD. THE C[TY AN� ENGI�€EER SHALL NOT B� RESPONSlBLE FOR THE ACCURACY Oft CDMPLETENE55 OF ANY SUCH INFORMATI�N OR �ATA. THE COIVTRACTOR SHALL HAVE FULL RESPaN518ELITY FOR REVIEWING AND CF[ECKING ALL SUCH INFORMATION OR aATA, FQR LDCATING ALL 11iVDERGROUND FACILITIES, FOR CDORDINATION dF THE WORK WITN THE OWNERS OF Sl1CH UNDERGROUEdD FACILITIES dUR1NG CONSTRi1CTI0N AND FOR THE 5AFE7Y AND PROTECTION THEREOF AND REPAfRING ANY �AMAGE THERET4 RESULTING FROM TH� WORK. T1-115 WORK SHALL BE CONSIF]ER�O AS A SUBSIOIARY ITEM OF WORK, iHE COST OF WHICH SHALL BE INGLUDE� IN TME PR10E B!p IN THE PROPOSRI FOR VAR[OUS 61b ITEWI5. THE C01�7RACTOR SHALL NOTIFY ANY AFFECTE� OWMERS (IJTILITY CONPANIES} OR AG�NCI�S 13J WRITING A7 LEA57 48 HOUR5 f'RIDR 70 CONSiRUCT1ON. Q. NOTfFY TEXA5 811 (1-B00-pIG-7E55 pR 1NWW,TEXAS811.ORG) TD LOCATE EXISTING UTILIT[ES PRIOft TO CONSTRUC710N. B. CkUTIpN! Bl1Rl�p �L�C7RIC LINES MAY �X157 A�ONG 7HIS PROJECT. CONTACT ELECTRICAL PROVI�ERS 48 HDURS PRIOf2 T� EXCAVATION : ONCOR ELECTRIC t}ELN�RY CRAIG ROBIGHEAUX 8i7-824-1212 iRl-C4UNTY ELECTRfE C60P �AVID HOLLINGSWORTF! 817-752-8180 C. CAUTION! BURfED GAS LINES MAY EXIST ALONG TIi15 PROd�CT. CONTACT GAS COMPANIES 4B HOURS PRIOR TO EXCAVATfON, AND WITHEN TW� (2) HOURS OF ENCOUNTERiNG A Gq5 LI3JE AiM05 ENERGY ATMf}S ENERGY DISPATCN 1-866-322-8687 �. CAUiION! BURIE� CflMMl1NICATION CABLES MAY EXIST ALONG THfS PRbJ�C7. CDNTACT COM�IUN[CATI9N COMPANIES 48 HOURS PRIOR TO EXCAVATIQN: AT&T CHRIS GESTING 817-319-136� FRONTIfR FLOYO 9VILLIAMS 210.-789-1987 ONE SOl1RCE COMM5 JEREMY HE6.WOD� 817-892-8679 E. CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNAUZED INTERSEGTION, 7HE CONTRACFOR SHALL NDTEfY TRAFFIC MANAGEMENT 61VISIQN OF CITY OF FORT WORTH T/PW, 72 HOURS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL PROTECT EXISTING SIGNAL HAR�WARE, GROUND BOXES, DETECTIOA! LO�PS, ANp IJNEI�RGROUND CON�UIT AT SIGNALIZE� INTERSECTIONS. ANY DRMAGES AT SIGNALIZE� INTERSECTi0N5 SHALL BE REPLACEp A7 THE EXPENSf OF THE CONTRACTdR. THE CQNTRACTOR SHALL CONLACT THE CiTY AT 617-392-8100 TO PERFpRM GONfJlJ17 LINE LOCATfS AT SIGNALIZE� ENTERSECTIONS 72 HOURS PRIOR TO COMMENCIlJG WORK AT THE INTERSECTION. F. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER, CITY INSPECTOR ANp FIEL� OPERATIQNS 48 HC)URS PRIOR TO 7HE START OF ANY ExCAVATION (SEE SHEET G-4 FOR CITY CONTACT INFORMAT[pN). CQidTRACTOR'S PERSONNEL SHALL HAVE 1D�NTIFYING CLOTHINC, HATS OR 6A�GE5 AT ALL TIMES WHICH IpENTIFY THE 2, GpNTRACTDR'S NAN+E. L�7G0 pR CpMPANY. PROTEC7 CQNCR�TE CURB AND GUiT�R, DRiVEWAYS, ANp SIDEWALKS THAT ARE MDT DESIGNATEp FOR R�MOVAL. REMOVAL 3. AND REPLACEMENT pF THESE 1TEt�S SHAI.L BE AS DESIGNATE� IN iHE DRAWINGS. �IVISION 32 - EXFERiOR IMPROVEMENTS GENERAI.: 1. AT LOCATIQNS WHERE THE CURB AND GUTTER ARE TO SE ftEPLAC�D, THE CONTRACTOR SNALL ASSUME ALL RESPdNSI81LITY FDR 7iiE RE-ESTAELISH�IENT OF E7CISTING STREET ANO Gl1TTER GRA�ES. ESTABLISHMENT OF GRAdES SHALL BE GON51€JEREO AS A SUBSID[ARY ITEM OF WORK, THE COST OF WHICH SHALL BE INCLUDEd IN THE PRIC� BI� IN THE PRQFOSAL FOR VARIDUS BED ITEMS. 2. ALL [iRIVEWAYS, WHICH ARE OPEN CUT, SHALL HAVf AT LEAST A TEMPORARY DRIVING SURFACE A7 THE ENE} OF EACH �Ai'. THE TEMPORARY SURfACE SHALL 6E C4NSIdERE� AS A SU831pIARY I7E�F OF WORK. THE COST OF WHICH SHALL SE INCLUOE� IN THE PRICE BID IN THE PROPO5AL FflR VARIOUS 81� ITEMS. BlKE lANES AND SHARED PAVEI�ENT A3ARKINGS: 1. PROPOSEU BIKE LANES SHOUL� MAkNTAIN A MINIMUM EFFECTIVE WIp7H QF 4 F"EE7 (MEASUREU FROM E�Gf OF GUTTER TO CENTER OF STRIPE), 2. BICYGLE PAVEMEN7 MARKINGS SHOl1L0 BE LOCAFEO 20 FEET FRON, THE CURB RETIJftN, STOP BAR, OR GF20S5 WALK (NIHICHEVER IS APPLICABLE) UNLESS DENOTE� OTMERW19E IN THE ❑RAWINGS. 3. COMBINE❑ WI�TH OF BIKE LRNE ANC) ON-S7f2EE7 PARKING SHOULD NOT BE LESS THAN 53 FEET. 4. iF TRAVEL LANE ES GREAiER TiiAN 14 FEEF WI�E, SHAREO PAVEMENT MARKINGS SHA�I 8� PLACE� 4 F€ET FROM FACE OF CURB OR E�GE DF ON-5iREET PARKtNG (WHICHEVER IS APPLICABLE). 5. !F" 7RAVEL LANE IS LESS THAN OR EQUAL TO 14 FEET WIDE, SHARE� PAVEMENT MARKfNGS SHALL BE PI.AGE� IN THE MID�LE OF THE TRAVEL LANE. 6. BiKE LANE SYMBOL, ARRQW, AND SHARED pAVENENT MARKINGS SHpULD BE REPEATE� AT THE BEGINNiNG OF EAGH INTERSEC110N. 7. ON UN]NTERRUPI'E� SEC110N5 OF ROA�WAY, 61KE LANE SYMBOL ANQ ARRpW SHpULQ NdT BE SPACE� MdRE THAN 330 FEET APART ANI7 SHAR�p pAV�MENT MARKINCS SHOl1Lp NOT BE SPACED A30RE THAN 250 FEE7 APART. 8: BIKE LANE SYMBOL, ARR09V, AND SHARED PAVEMENT MARKINGS SHOULD NOT BE PLAGED AT PRIVA7E 6RhVEWAYS OR PUBLIC INTERSECTI ONS, 9, BIKE LANE $TRIPING SHOULD BE 4 INCIiES SaLID WHITE, HOT-APPLIE� THERNiOPLASTIC UNLESS SPECI�I�O OTHERWISE IN THE DRAWIi�GS. ALL OTHER BfKE LANE PAVEMENT MARKINGS SHALL ALSO BE WH1TE, HDT APPLfEp TH�RMpPLASTIC UNLE55 OTFiERWISE SPECIFIE� IN THE �RAWiNGS. 10. ALL lliMEN51qN5 Afi� FROM FACE OF CiJRB AND ARE TO CENTER OF THE PAVEMENT MARKING. 11. SHAftED PAVEMENT t�ARKINGS SHOUL� NOi BE USE� ON FACILITIES WITH A POS7Ep 5PEED GREATER THRN 35 MPH. 51DEWALKS ANl7 CURB RAMPS; 1, TME CURB RAMP STAhlDARD DETAILS ARE INT�NpEQ 7b SHQW TYPICAL LAYOUTS F012 THE CONSTRUCTEON OF THE Cl1RB RAMYS. 7HE INFOftMATlt}N SHOWN ON THE STANDARD DEFAILS �1EET TFEE RE�UfREA3ENT5 SHOWN IN THE "2012 7EXA5 ACCESSISILITY STAN�AROS" (TAS) AN� THE "2010 AbA STAN�Aft�S FOR ACC�SSIBLE DESIGN" BY THE DEPARTMENT Llf JUSTICE. 2. C17Y OF FORT WORTH STANdARD DETAILS AliE ONLY INTEN�ED TO IN�ICATE PAY LIMITS FOR EACH TYPE OF RAMP, THE ENGINEER IS RESP�NSIBLE FOR THE DEVELOPMENT AND QESIGN OF 7HE S1pEWRLK AN� CURS RAMP LAYOUT, IAICLU�ING ACTUAL DIM£NSIONS ANd 5LOPE PERCEN7AGE5. 3. THE CONTRACTOR MAY NOT MAKE CHANGES TO THE SI�EWALK ANO Cl1RB RAMP LAYOUT W17HOUT APPROVAL OF THE CITY. THE CONTRACTOR MAY PROPOSE CHANGES TO TH� Slp�WALK AND CURB RAMP LAYDUT �UE TO FIELD CONE}kTI0N5, BUT A�lY F'RQPqSE� CHAkGES �AUSi BE APPROVE� BY THE CITY. 4. CURB RAMP RUNNING SLOPES SHALI NOT BE SFEEPER THAN 8.3� (12:5). AIJJl157 CURE RA�IP LENGTH OR GRADE OF APPRpACH SIDEWALKS AS OIIt�CTEp BY THE CITY. 5. CURB RAMP FLARE SLOPES SHALL NOT BE STEEPER THAN 10� (10:1) AS MEASURE� ALONG BRCK pF Cl1RB. 6. MAXIMUM ALLOWABLE CRflSS SLOPE ON SIDEWALK AND CWRB RAMP SURFAC�5 I5 2�. 7. THE MINIMl1M WIb7}i OF SIDEWALKS AN❑ GURB RAMPS SHALL BE 4 FEET. 8. LANDINGS SHALL B� PROVI�ED AT THE FDP OF CURB RAAkRS. THE LANDING CLEAR LENGTH SHALL BE 5 FEET MINIMUM FROM TME ENb OF RAMP. TiIE LAN�ING CLEAR 1NIpTH SHALI. 6E AT LEAST AS WIDE AS THE CURB RAMP, EXCLii�ING FLARES. 7HE LANDING SHALL HAVE A t�AXIMIJM SLOPE OF 2% IN ANY DIRE.CTIQN. 9. IN AL�ERATIONS WHERE THERE IS M1€0 LANDING AT THE TOP OF THE CURB RAMP, CURB F2AMp FLARES SHALL BE PitOVIDE� AND SHALL iVOT BE STEEPER THAtV 8,3� (i2;1). SIREWALKS AN� CURB RANiPS (CONT,):_ 10. kNHERE 7URNING IS REQUIRE�, MANEUVERING SPACE AT Tli� TOP AND BOTTOM OF GURB RAMpS SkiALL BE 5 FEET BY 5 FEET MINIM��, THE SPACE AT THE BOTT6M SHALL 8E NfHdLLY CONTAINED WiTHII� THE CROSSWALK MARKINGS AND SHALL NOi PROJECT INTO V�HICUTAR TRAFFIC LANES. 11. Cl1RB RAMPS W17H RETURNED CURBS MAY BE USEO ONLY WHERE PE€3ESTRIANS WOULa NORMALLY WALK ACR03S THE RAMP, EITHER BECAUSE TNE ADJAGENT SURFACE IS YLANTING OR dTHER NON-WALKI3�G SURFA6E OR BECAUS� THE SfpE Af PROACN IS SUBSTANT�qLLY OB5TRUCTEO. 12. WH�RE CURB RAMPS ARE PROVIDE�., GROSSWALK FAARKINGS SHALL BE REQUIRED AND RAMPS SHALL BE ALIGNEO I+JITN iHE CROSSWALK. 13. COUNTER SLpPES DF A�JOINING GUTTERS ANO ROA� Sl1RFACES IMMEDIATELY AQJACENT TO 7HE CURB RAN1P SHALL NOT BE 5TEEPER THAN 5% (20:1) IN ANY �IRECTIdN. �IVISION 33 - UTI�ITIES GENERAL: 1. FOR UTILITY WORK WITHIN U.TILITY EASEMENTS, ONGE PkP� pR APPURTEMANCES HAVE BEEN INSTALLED OR REHA9ILITAT��, IMME�IATELY GOMMENGE TEMPaRARY 5URFACE RESTORATION. COMPLETE SURFAC� RE570RqTION TO 7H€ 01NNER'S SA7lSFAGTION WITHIN SEVEN (7) DAYS OF WORK FINlSHING QN-SI7E. FAiLURE TO MAINTAIN SURFACE REST4RATIDN, AS NOTE� ABOVE, MqY RESULT IN SUSPENSION OF wORK WNTII. RE5TORATION 15 COMPLETE. 2. EX]STING V�FtTICAL DE�L�GTIONS ANp P1PE 5LdPE5 SHOWN dN THE pRAWINGS ARE APPRDXI�AqTE AND HAVE NOT 6EEN FIELO VERIFIED, IJNLE55 OTHERWISE �fOTEd. RIM ELEVATI4N5, FLQW LINES, AN� HORIZONTAL LOCATIOiVS OF EXISTING MANHDLES WERE DETERMINED FROM FIELO SURVEY, IF FtEL� CONDITIONS VARY FROM THOSE SHONIN ON �RAWiNGS CONTRACTOR 5HALL NOTIFY CITY, 3. MAIN7AIN ALL EXISTfNG WATER AN� SEWER CONNECTIONS T0 CUSiOMERS iN WORKINC QR�ER A7 ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERViCE FbR WA7Ef2 AND SfWER SERVIC�S TO BE REWSTATEp, IM NO CAS� SHALL SERVIC�S BE ALLOWEb TO REMAW al1T OF SERVICE OVERNIGHT. 0., ESTABLISH ANfl MAINiAIN A TRENCN SAFETY 5YS7EM iN ACCOR�ANCE WITN THE EXCAVATION SAFETY PLAN AN� FE�ERAL, STATf OR LpCAL SAF�TY REQUIREM�NTS, 5. PROVIDE AND FOLLOW APPROVE6 CONFINED SPACE ENTRY PRtlGRAM IN ACCORDANCE WITH OSHA REQUIREMENTS. COiJFINEO SPACES SHALL INCIUDE A3ANHOLES AND RLL OTNER C4IVFINE� SPACES 1N ACCORDANCE WITH OSHA'S PERMIT REQVIR£� FOR CONFINED SPACES. 6. ONLY CITY PREQIJALIFIED CQNTRfxCTdRS, BY APPRO?RIATE WATER DEPARiMENT WORK CATEGDRY, SHALL BE ALLOWE6 TO ADJUST VALVE BOXES, MANHOLES, RING & CQVERS, ETC, WATER: 1. 2. 3. 4, 5. 8. PROVIDE THRU.ST RE57itAINT BY MEANS pF RESTRAINWG JOINTS AT FITTINGS AND C4NCRETE BLDCKING. WHEN SF'�CiFICALLY INDICATEp OIV T1iE DRAW[NGS, PROVI�E THRl1ST RESTRAINT AT bESIGNA7Ep JOINTS BEYQN� THE FITTINGS. fACH METHOD SHALL BE CAPABLE OF THRUST RESTRAENT I3VDEPEF��ENT OF THE OTHER SYSTEM. TIiE CONTRACTOR SHALI REFER TO CfTY 57AN�AR� DETAILS FOR AREA REQVIREP iD W57ALL CONCRETE BLOCKING. ALL DUCTILE fRON MECHANICAL JOINT FI7TINGS SHALL BE RESTRAW�d TO PfPE 1151NG RETAINER GLAN6S. PROPOSE� WA7ER MAINS SHALL HAVE A M1NIMlii�l COV�R OF 48-INCHES COVER ABDVE THE TOP OF PIPE, IJNLESS SHOWN OTHERWISE ON THE DRAWING5 OR l]ETAILS. ALL WATER SERVICES SHALL BE I�[STALLED ABOVE STORM 5EW�R5, EXCEPT WHERf SHDWAI OTHERWISE IN THE �RAWWGS. ELEVATION ADJUSTMENT AT C4NNECTIONS MAY 9E N�AnE WITH BEN�S, QFFSETS, OR JOINT DEFLECTIONS. ,1013V7 DEFLEC710NS SHALL NDT EXCEED F1F7Y PERC�NT (50%') OF MANUFACTURER'S RECOMMENpA710N5. TEMYORAf2Y PRES5URE PUJGS REQUIREO FOR SEQUENCING qF CpN5TRUCTION AND TESTWG 6F PROPOSE� WATER LINES SHALL BE CONSIDERE6 SUBSIDIARY Tp THE WilRK ANO SHALL BE INCLU4ED IN ThIE PRICE Blp IN TH� PRQPOSAL FaR VARIOl15 BIO ITEMS. SANITARY $EWER: 1. VEftIFY THA7 ALL CpNN�C710NS 70 THE SANITARY SEWER SYSTEM ARE FOR S�1NI7AfiY SEWER ONLY. NOTIFY CITY OF ANY DESCOVERED ILLICIT CONNECTIONS, 2. YHE CONTRACTOR SHALL SE UpBLE FOR ALL dAMAGES TO PROPERTIES, HDt�ES, AN� BAS�bAEN7S FRO�A BAC4CUP, WHICH MAY RESULT DURING THE INSTALLATIDN OF NEW P1PE AN�/OR ABAiV�ONM�Ni OF �XISTING PIPE. THE CONTRACTOR WILL BE ALLOWE� TO DPEN CLEAN OUTS WHERE AVAILABLE. TH� CONTRACTOR 4VILL BE RESPONSIBLE FOR ALL CLEAN 4JP ASSOCIATED WlTH OPENING CLEAN O11T5. 3. FOR ALL SANITARY 5EWER SERVICE CONNECTIONS AT MANHOLE5, PRDVi6E A HY�RAULIC SLI�E IN ACCDRDANCE WITH THE DE7AIL5. STORM DRAIN: 1. �tAl�lTRIN THE EXISTiNG STORNi �RAINAGE SYSTEM UNTIL THE PROPOSE� SYSTEA� IS 1N SERVICE. IN ND CASE SHOVL� T}iE CONTRAG7dR LEAVE THE EXISTING STORM DRAIN DUT OF S�RVICE WHER�BY RUNdFF WOUL� CAUSE DAMAGE TD ADJACENT PROPERTY. 2. CONSiRUG7 ALL DRAINAG� IMPROVEMENTS FROM TI-IE DOWNSTREAM END TO THE UP57REAM END TO ALLOW CONTINUED 5TORMA bRAIN SERVICE. IF THE CONTRACTOR PRORp5E5 1"D CON5TRUC7 THE SYSTEM 47HERWISE, TNE CONTRACTOR SHALL SUBMfT A SEQUENCING PLA3V TO 7HE CI7Y F4R APPRdVAL. 3. TAKE APPROPRIAiE M�ASURES TO PRESERVE WIL�LIFE IN ACCORDANCE WITH APF'I.ICABLE FEDERAL, STATE AND LOCAL GUI�ELIIVES. �IVISIpN 34 - TRANSPORTATION GENERAL: NOTIFY TRAFFfC MANAG�MENT piVISlQN (817-392-7738) PROJECT REPRESENTRTIVE AT LEA5T 24-HOURS IN A�VANCE dF ALL CONCR�1'E POWRS. INSPECTOR MUST BE PRESENT WhIEN CONCRE7E IS FLACED flN THE Pft6JEGT 51TE. TRAFFIC CO3VTROL: 1. THE CONiRACTOR SHALL SUSMIT A WORK SCHEDULE, TRAFFIC CONTROL PLAN, AND ACQUIRE A �EVELOPME�IT PERMIT PR4M bEVELOPMENT 6EPRRTMENT, AT 200 TEXAS STREET. CbNTACT C1iUCK MGLURE (817-392-7219). 2. 7HE CONTRACTpR 51iALL BE RESPONSIBLE FOR THE SAFETY OF PEDESTRIANS AN� MOTORISTS IN THE AREA OF T1-3E TRAF'FiC 5lGNAL CONSTRl1CTI0N SITE, 3. ROARS AN� STREETS 9HALL BE KEPT OPEN TO 7RAfF'lC AT ALL TIME5. CONTRACTOR SHALL ARf2ANGE CONSTi2lJCTION Sd AS TD CLOSE ONLY ONE LANE OF A ROAQWAY A7 A TIME. 4. ALL CONSTRUCTION OPEaATI0M5 SHALL BE CON�UCTED TO PROVIOE MINIMAL INTERFERENCE TO TRAFFfC. ALL TFtAFF'IC SIGNAL EQUIPMENi INSTALLATIaNS SHALL BE ARRAiJGEn 50 AS TO PERI�IY CONT4NUOU5 MOVEMEN7 OF 1RAFFIC IN ALL DIRECTIdNS AT ALL TIMES. 5, CO�JTRACTQR SHALL BE RESPONSIBLE FOR ANY SIGNAGE N�GESSAf,Y DURING CONSTRUCTION. 6. IJNLESS OTHERWISE NDTE�, IT IS THE CONTRAG70R'5 RESPQ�lSIBILITY TO ENSURE THAT SIGNAL IW�ICA710N5 AND TIMING AR� A�Jl1STE� AND MAINTAINE� TD ENSURE SAFETY IN WORK ZONE AT ALL TIMES. 7. ANY TRAF'FIC 51GNAL MODIFICAFIONS DURING CONSTRUGTIpN ARE 5U651bIARY TO TRAFFIC CONTROL P�AN {TCP) PAY IT�M. 8. ANY TRAFFIC SIGNAL MODIFICATfONS SMOULD BE IN COMPLIANCE WITH THE LATEST VERSION qF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTRQi, p�VICES (TMUTC�) ANU THE CITY DF F4iiT WORTH STANpARbS. 9. 7HE CONTRACTOR SHALL SUBMIT ANY PR�POSEd TRAFFkC SIGNAL MaDIFICATIONS TO THE TRA�f]C SIGNAI SECTION FOR 7HEIR APPROVAL TEN (10) �AYS PREpR TO ANY CHANGES. TSMAS RECISYLqEp ENLINEERING FIRY F-1091� � , �- ----- �. . express� 35W InfrastrUcture, llc �./C�' _t�[,iI�BZI�� i.�Qi/ uau.y.,am�am olae�llEoa��iQq�aGlfr l�+a�R�" �iC ��RT �O��H FORT W(}RTH GENERAL NQTES SCALE: 1° = 20U' SH��T G-8 SEQ. OB OF i8 TELxNILRL OFFICE riORx OROEB K0. OATE AIAH 2O2i STATE U[STR[CT COUNTY TEXAS FT. WDRTH TARRANT adw I J6H I Hsc � d s' � G�NERAL NQTES TxROT 1. ALL UTlL1TY INSTALLATfONS MUST MEET THE TX�07 1111LITY ACC4MMOnATION RULES. 2. I.AN� CLOSURES ARE NOT ALLOWED IN INCLEMENT WEATHER aR IF THE PAVEMENT IS WET pR ICY. PRIOR FO ANY TRAFFIC CON7ROL SE7 UP, CONTRACTOR MUST NOTIFY TX�OT AND 06TAIN APPRDVRL. 3. TXOOT RpA�S M115T BE K�AT CLEAN OF CpNSTRUCTION RELAT�D �IRT A�fd DEBRIS AT ALL TIMES. 4. CONTRACTOR IS CAUT30NED THAT pN� CALL WILL. I�QT LOCATE TXDOT'S IiTILITY LINES THAT OPERA7E TRAFFIC SIGiJALS, FLASHING BEACQNS. OR S7ftE�i LiGHTING. IT 15 7HE CONTRACTOR'S RESPONSIBILITY T4 CONTACT Tl(l]OT F4R LqCATIQNS OF SUCH FACILlTIES. IF' ANY pAA�AGE OGCURS TO TXqOT'5 FACI�ITIES, CONTRACTOR MUST CONiRCT TXpOT IMMEDIATELY Tb COORDINATE ftEPAIR. 5, CONTRACTpR IS RESPONSEBLE F�R ANY AN� ALL QAMAGE OR MISSING AAONUMENTS, SIGNS, QR RIGHT-OF-WAY MARKERS. REPAIR OF SUCH FAGIUiIES MUST BE �013E W A TIMELY MANNER, AN� IN kCCOR�ANCE WITH TXODT STAN�ARDS. 6. 1F INSTALLING NON-METALLIC FIPE, A TRACER Wiftf MUST B� CONCURREN7LY INSTALLE�, OR OTHER A3EAM5 SHALL BE PROVlDE� FOR DETECTIOAI PURPOSES. 7. EXCESS MATERIALS FROM ANY KIN� OF EXCAVAiION SHALL BE R�MOV�D FROM 7XnOT ROW AN� THE JOB SlTE MUST BE CLEANED UP AS SOQN A5 P05519LE TO THE SATISFACTION OF TXDOT. 8. CONTRACTOR SHALL [NFORM THEfR F4RCE5 THAT RLL UTIUTY INSTALLATIONS AUTHqftl�Ed BY 17CDOT ARE SU9JECT TO INSPECTION AND TESTWG AS MAY BE DEEMEO NECESSARY BY TXDOT TO VERIFY 7HAT WOF2K IS DONE IN ACCORDANCE WITH TXROT RE4U[REMENTS. ALL SLiPERVI50RY PERSONNEL SHALL BE INSiRl1CTE� TO FURNISH SL1CH WFORMATION AN� COOPERATIDN AS MAY BE REQUtRE� TO PERFORM SUCH INSPECTIONS. GENERAL CONSTRUCTfON NOTES: 1. COAETRACTOR IS REQUIRELI BY LAW TO CQNTACT TkiE TEXAS 4NE-CALL A MINIMUM OF 48 FtOURS BEFORE AldY EXCAVATION CAN 7AI�� PL/ICE. CONTRACTQR [S CAUTIONED THAT OP1E--CA�L LOCATES UTILITIES THAT SlJBSGRIBE 70 THEIR SERVICE 6NLY. CONTRACTOR I5 RESPON5i8LE TO CONTACT NOTEO UTILiTY PROVI�ERS !N TH� AREA DIRECTLY IF iHEY Rl2� NpT LISTE� AS R�SPONDING 7q pN�-CALL. 2. 1NSTALLATION MIJST MEET TXDOT 1171L17Y ACCOMMQDATION RULES (UAR), AS WELL AS 6E IN ACCORaANG� WITH UTILITY OWNER STANQARpS, METHQDS ANp F'RACTICES, 3. ALL LABOR TO 8E PERFflRMEO �N ACGQRDANCE 4VITH ALL AP€'LICABLE AND LATEST OSHA STAN�ARDS, INCLl1�ING BU7 NOT LIMITE� TQ TRENCH SAFETY. 4. CONTRACTOR SHALL PLAGE UTILITY, BOiFi HORIZONTqLl.Y ANp VERTECALLY AS SPECIFIE�. ANY PRO?OSEU FIELD GHANGES MUST BE APPRDVE� BY THE ENGINEER, TXDOT, ANO IVTI PRIdR 70 MAKING SIJCH CHANGE. 5. CONTRACTOR hAUST EXERCISE EXTREME CAUTION AN� MU5T PRDiEC7 ALL EXISTING IfN�ERGROUN� IJTILITIES WHEN WORKiNG IN THEIR VICINITY, COORDfNATE TEMPORARY SUPPORT AND PROTECTION OF EXfSTfNG UTILITIES DIRECTLY WITH AFFECT�O UTILiTY PERSONNEL. 6. PRIDF� TO CROSSING EXIS1133G PIPELlNES, CONTRACTOR MUST CONTACT APPROPRIA7E PIPELINE INSPECTQR. 7. AlL UN�ERGROUN� 11TiLITY CROSSINGS MUST BE ACCOMPUSHED WITH A MINlA�UM bF" 12" CLEARANCE, MEASURE� FROM THE E6GE dF THE INVOLVEO UT�LfTIES. 8. CONTRACTOR MUSi PRQTECT ALL OVERHEAD PLANTS WHEN WORKING IN ITS VICINI7Y. CON7F2ACTOR MUST COMPLY WITH RELATED OVERHEAD UTILlTY OYVNER'S POLICY ON POLE SUPPORTING. 9. TRENCH BACKFILL MUST BE CdMPACYED TO COMPLY WIiH iX�OT STAN�ARD SPECIFICATIDN ITEM 4.OD. ANY AND ALL SE77LEMEN7 DF EROSION SHALL BE REPAIRE� BY THE CONTRACTOR WNTiL FULL STABILITY IS ACH[EVED. 10_ LOCA710N OF EXISTING UTILITIES SHdWN ARE APPROXIMATE. C�NTRACTOR SHALL FIEL� VERIFY HORIZONTAL AN� VERTICAL LOCATION5 ANn OWNERSHIP DF ALL EXISTING UTILkTIES PRIOR TO ANY CONSTRUCTIQN. TM� CQNTRAC7OE2 5HALL NOTiFY ALL EXIS7ING UTILITY COMPANIE5 OR OWP4ERS A MINIMUM OF FdRTY-E1GHT (48} HOURS BEFORE PERFORMING ANY W6RK 1N THIS AREA. CONTRACTOR WILL COOF2[]INATE CONSiRUCTION ACTIVITIES WITH QTHER UTILITIES THAT ARE BEING R�LOCA7ED. 11. TH� CONTRAGTpR SHALL NOT OF'�RA7E WA7ER MAIN VALVES. THE CONTRACTOR SHALL COORDINATE WITH 7H� CITY OF FORT WQR7H 2 FUI�L BUSWESS DAYS PREOR TO CON57i2UC710A3 TO OPERATE VALVES. 12, IT IS 7HE C4NTRAGTORS RESPONSIBILITY Td A3.�INTAIN NEAT AN� ACCURATE PLANS OF RECORD. 13. THE CONTRACTOR IS RESPONSIBLE F6R MAIN7AINING ADEQUA7E SITE DRAINAGE TfiR0UGH0UT THE �URATION QF TIi15 PRDJ�CT. 14. THE CONTRACTOR IS RESPONSIBL.E FQR OBTAINING ALL NECESSARY PERMITS AN� APPROVALS BEFORE CONSTRUCTI01� BEGINS, 15. CONTRACTOR SHALL 5UPPORT EXISTING UTIIITIE5 AS f2E4UIR�p FOR CON57RUCTION dF NEW ITEMS AN� R�INSTALL THEh� AS REQUIRE� AT NO AOOfTIONAL C05T TO THE OW3VER. 16. THE C6NTftACTdR SHALL NOT PLACE FILL OR WASTE MATERIAL DN ANY PitiVATE PROPERTY WILHOUT PRIOR WRITTEN PERMISSiON FROM THE FROPERTY OWNER ANp PROVkD6 NTI WITH A COPY. NO EXCESS EXCAVATED MATERfAL SHALL BE �EPOSITEO I�f LOW AREAS OR ALONC NATURAL QRAINAG� WAYS TF[AT WILL RE5TRICT TFEE NATURAL FLOW OF WATER. IF THE CONTRACTOR PLACES EXCAVATEO MATERIAL 1N LOW AREAS THAT 1NILL CAUSE F'L000 �AMAGE, HE WILL BE RESPONSIBLE FOR ALL OAMAGE RESULTING FROM SUCH FILL AND HE SHALL RE�IOVE THE FILL AT HI5 EXPENS�. i7. ALL STREETS WITHIN THE SCOPE OF THE CONTRACT SHALL BE ICEPT ACGESSIBL� TO FIRE 7RilCKS, AM8ULANCES ANO OiNER EMERGENCY VENICLES, AT ALL TIMES. iB. THE CONTRACTOR SHALL MAI�fTAIN S�1ITABLE AC�CE55 OF A PASSENGER CAR TO PI�NATE PROPERTY OWNERS, NTI, 7HE ENGINEER ANU THE CITY OF FORT WdRTH AT RLL TIMES DURIf�G CONSTRUCFION. 19. WHERE GRASS IS REMDVE� FOR INSTALLATION QF PIPELINE, OR OTHER IMPROVEMENTS R�QIiIRED BY iHIS PROJECT, CONTRACTQR 5HALL REPLACE GRASS SUCH THAT THE GRASS THAT WAS ?RESENTIN PREGONSTRUCTION CON�ITIONS IS R�PLAC�d ANd/OR RESTORE� W1TH THE SAME TYPE GRA55 TO ITS CON�ITION IN Aa GQbp OR 6E77Ef2 CONDI110N TIiAN PRIOR TO CONSTRUCTION. GRASS REPLACEMENT SHALL BE S4��fNG fN PRNATE PROPERTY AND HY�ROMULCH SEEDING IN OTNER AREAS, UNLESS �IRECiE� OFNERWISE BY DEVEL6PER. 20. 7HE CQNTRACTQR $HALL AVDID DAMAGING ANY EXISTIAfG WATER SPRINiCLER SYSTEM THAT FAAY B� IN TiiE C4NSTRUCTION AREA ANp 1MLL 8E RESPONS[BLf FOR REPAIRS TQ ANY HEA�S OR LI�€ES �AMAGEO. REPLAG£MENT, A5 NECESSRRY, SHALL 8E AT I.IK� OR SE77ER MA7ERIAL AN� INSTALLED BY A LICENSE� IRRIGATOR, AT THE CONTRRCTQRS �XPEN5E. DA�AAGED SPRINKLERS 5HALL BE REPLACED THE SAME �AY THEY ARE OAMACEO, TO THE SATISFAGTiON OF TH� CITY, NTI AND nWN�I�. 21. THE CQN7RAGTqR SHALL R�MQVE ALL FENCES, LOCATED WITHIN EASEME3JTS, INTERFERING WITH CONSTRl1CTI0N OPERATION AIVD PR6VI�� 7�MPORARY FENCiNG bURING C4NSTRlJGPON. REMOVE� FENGES SHALL BE REPLACED WITH A NEW FENCE OF EQU.AL OR BETTER QUALITY PR U3+IDANeAG�D ORIGI3JAL FENCING TD MATC�E THE EXiSTlNG COAE�ITION OF THE F�NCE. ALL AFFECTEO PRpPERTY OWNERS SHALL BE N�TIF[E� TWO WEEKS PRIOR TO CQNSTRUC�I6N. REMOVAL ANf] REPLAGEMENT OF EXISTING A3Jd IEMPqRARY FEfVCES SHALL SE CONSiDERED SUBSI�IARY TO THE PROJECT CQST. 22. ALL DRfVEWAYS, �VHiCN 5HALL B� SAW CUT, SHALL HAUE ACCESS PROV[DEO AT ALL TIMES. CLOSURES OR PARTING OF FIJLL SHALL BE -COORDINAT€D WITFi PR4PERTY �WNER. 23. 29. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 4t. �-IE GONTRAC7pR SHALL QISTRIBUiE LE7TERS TO ALL AF�ECTEp PROPERTY OWNERS PRIOR TO BEGINNENG WDRK QN EAGy PR4P�ii7Y, THIS LETTER SHALL INCLl1�E NAMES AN� TEL�AHONE NUMBERS OF CO�ITRAC70R CONTAC75, A DESCRIPTION OF WORK TO 8� pONE, ANd THE TfME FRAME FOR �QING TH� WORK. THE CONTRACTOR SHALL NOTIFY RESID.ENTS 5 E1151NE5S DAYS I3V AOVANCE QF PERFQRA3ING ANY WQRK ON PRIVATE PROPERTY, DlSTRIBUTION OF LETTERS SHALL BE CONSI�ERE� AN INCIDENTAL C�OSi TO PROJECT. THE CONTRqCTOR SHALL VIDEO ALL POTENTIALLY IMPACTED PRIVA7E PRQPERTY AREAS PRIOR TO WORK. Vi�EOS SHALL INCLlJOE DATE NDTATION AN� AUD10 [DfNi1FICATION OF PROPERTY AbDRE5S AND MAIN/LATERAL 3�A1vlE. THIS PRE-CONSTRUGTION pV� OF IMPACTED PROPERTIES SHA�L BE CONSIpERE� SUBSIDIARY WORK ANn SUBMITTE� TD THE CITY PR40R TO CONSTRUCTION. PI'S ANO VPI'S ARE SHOWN IN THE PLANS FOR ALIGN�IENT PURPOSES. CQNTRACTOR SHALL USE STANdAR� FITTINGS SHOWN ON THE PLAN AN� OEFl.EC7ED PIPE JOINTS, NO GREATER THAN 509 OF 77-I� MANUFACTl1RERS RECOMMENDATI0�35, TO ACHIEVE THE AUGNME�ET SHOWN IN THE PLANS. THE CONTRACTDR SHALL D15kNfEC7 THE NEW WATER MAINS IN ACCORDANCE 1M7H AWWA STANf�AR� C651 AiVD THEN FLl15H AND SAMPLE, ANp PROVIDE A HARO COPY OF TEST RESULTS PRIDR TO TESTfNG THE LINES B£FpRE BEING PLACED INTO SERVICE. SAMPLES 5�1ALL BE COLI.ECT�p F�R MICROBIOLOGICAL ANALY515 T4 C11EGI� T1iE E�F"ECTIVENESS OF 7H� �ISINFECTION PROCE�URE WN1CH 3HALL B� REPEATEU IF CONTAMINATI6N PER515TS. A MINIMUM OF ONE SAMF'LE FpR EAEH 1,000 FEET OF CpMPLETE� WATER LINE YMLL BE RE4UIRE� OR AT THE NEXT AVAILABLE SAMPLING PDINT BEYQNd 1,Op0 FEET AS �E5IGNATED BY THE UESIGN ENGWEER. 7�ST MUST 8E APPROVE� BY THE GITY OF FORT WOR7H B�FOR� 7HE WATER L1NE CAN BE PUT IN SERVICE. CONTRAGI"OR 7p RECFELORINAiE WRTER USE�. FOR FLUSHING NEW WATER �I�VE Tq 0.1 MG/L CHLORINE PRIOR TO DISCIiARGE T� STORM pRAIN. ALI. NEWLYENSTALLED WATER PIP£S AN� RELATEp PRO�UCTS MUST CONFORM TD AMERICAN NATIQNAL S7ANDkRD3 IN5717U7E/NqTIONAI. 5ANITATION FOUNDATION {ANSI/NSF) STANDARO fi1 ANd MUST BE CERTIFIEll BY AN ORGANIZATION ACGR�b17Eb BY AN51. 7HE COIVTRACTOR SHALL NOT PLACE THf WATER PIPE IN WA7�R OR WHERE 1T CAN BE FLC}ODED WITH WAFER OR SEWAGE �URWG I7S STORAGE OR INSTALLATIdN. THE CITY HAS 7}iE FIRST RIGHT QF RE�USAL ON ALL SALVAG� MAT�RIALS FROM THE PROJECT. THOSE TME CITY WISHES TO KE�P SHALL BE DELIVERED TO THE SERVICE CENTER AND 7HpSE 7HE CITY 40ES NOT WANT SHALL 6E �ISP05E� OF BY THE CONTRACTQR AT HIS EXPENSE. PROVIDE TRANSMITTA� ON ALL pELIVERiES. CONTRACTDR AN� CITY INSPECTDR SHALL CONTACT WATER FIEL� OPERA710N5 PRIOR TD ALLITEMS REMOVED AND SALVAGE�. CDNTACT GREGORY STEAN, WAREHOUSE SUPERVISaR A7 (817} 991-02fi9, A�DRESS: 1608 51TH AVE., POR7 WQRTH, TX. 7&102. CDNTRAC30R SHALL PRQVI�E DOCUA�ENTS TO CI7Y 13�5pECTDR ON ALL ITEMS TO BE REMOVE❑ ANp SAI.VAGED. BLOCKINC IS NOY SHOWN FOR CLAFtlTY BUT IS REQUIRE❑ FOR ALL BEN�S, TEES, Pll1GS OR 07HER FITTINGS: 6ASELINE (BL) STATIONI[VG IS 7HE TxppT HIGHWAY STATIONING BASE LIME. ALL A8AN�ONED LINES 6'� AND LARGER SHAI.L BE REhAOVED OR FILLED WITH GROUT IN ACC47RbANCE WIFH TNE UAR. TELEPHONE LINES, ELECTRIC LINES, GAS LIN�S (UNOERGROUND OR ABOVE GROUND) CUT OR DANfAG�b SY CONTftACTQR SHALL BE REPAIRE� AN� RESTORED AT NO Ap�171qNAL C4ST TO NTI OR THE OWNER, CONTACT UTILITY IMMEDIATELY IF CUT OR pAMACED. SERVICE MUST BE RESTORE� IMMEOIATELY TO �LIMINA7E �I5RUPTION OF SERVICE OVER THE WEEKEND. COAlTRACTOR SHALL OSTAW EMERGENCY 24 HOUR UTILfTY CQNTACTS ANp HAV� AVAILABLE SHOULD THIS ISSUE ARISE. REPLACE OR F2ES70RE ALL EXlSTIEJG UiILITY MARKERS ANb ROADWAY SIGNS. NQ MU17 f'EF2MIT7E� ON ROADWAYS, PARKING LOTS, AND pR1VEWAYS. COVER QPEN TRENCHES IN ROADWAY AT END OF N10RK SHIF"T WiTH STEEL PLATES OR FILL WITH TEMPORARY BAGKFILL TO PREVENT PUBLIe (PE�ESTRIAN) FROM FALLING INTO EXCAVkT10N5. WHEN WQRK IS C�N,F'LETE, ALL PIPE, FITTINCS, 301L5, TOOLS, INCIDEN7AL MATERIALS, RUBBfSH M115T BE fiEMOVEO. TME STREET MUST BE POWEi2 BROOMED. SIDEWALKS, ORIVEWAYS MUST BE CL�ANEn AN� CLEARED �F EXCAVATEO PAVEMENT AND SOILS. WATER DISGHARGE WWILE nRAINI�fG, TESTING, OR DfSINFECTING PiPEL1N�5 SNALL BE C]ONE IN ACCORDANCE WITH TCEQ GENERAL PERA�IT N0. TX6700U0. CONTRACTOR SFtALL PROVIpE A BASE LINE SCHE�6ILE TIER 3 PER SECTION Ot 32 16 A7 7HE PRE--CdNSTRl1CTI�N MEETING. THE SCHEDULE SHALL BE UPDATEp WEEKLY AND SUBMITTE� TO iHE CITY ANO NTI. VACUUIJ� EXCAVATE ALL LQCATIONS THA7 CALLOlJT FOR FIELD VERIFICATION !N ACCOR�AiVCE WI7H S�CTION 33 05 30. ENVlRQNMENTAL NOTES: 2. 3. 4, 5. 6. �. S. 9. � a. t1. 12. 13. CONTRACTOR M115T CONFORM TO NORTH TARRANT INFRASTRUCTURE, LLC CONTRACTOR'S ENVIR�NMEN7AL P�RMIT, ISSl1E5 ANI] COMMITFAENT (EPIC) SHEETS ANQ APPROVEn COMPREHENSIVE ENVIRONME[�TAL PROTECTIpN PLkNS FOR ENVIRQNMENTAL Pf20TECi70N INFORMAiION. TREE PROTEGTION IS ONLY NECESSARY 74 �NSURE PR07�CTION OF TREES OE� PRIVATE PRO?ERTY. CON7RACTOR SHALL NOT �ISPOSE DF Sl1RPLl15 EXCAVA7E� MATERIAL WITHOUT NOTIFYING NOftTH TARRANT INFRASTRUCTURE, LLC CONTRACTORS WITHIN 48 HflURS D�' SOIL D1SPfl5AL ALI. TEMPOf2ARY ER0514N CONTROL MEASURES SHAI,L BE IN PLACE I'RIOR TO START OF CONSTRUGTION, AN� Mi35T BE 1NSTALI.ED IN ACCOR�ANCE WITH MANUFACTURER�S SPECIFICATIpNS. TEMPaRARY EROSION CONiROL MEASURES SHALL BE �NSTALLE� U51NG BE57 MANAGEMENT PftAGTICES AND IN A MAN�iEf2 TO PREV�NT COMSTRUCTION f2ELATED SE�IMENT TO FL04U DQWNSTREAM fN70 WATERWAYS. TEMPORARY EROSION GONTI20L5 SHALL .BE INSPECTE� ANQ MAINTAINEti SUCH i0 �NSURE THEIR INTENDED PERFORMANCE. ALL BQRE PITS MU3T 6E PROTECTE� WITH S1LT FENCING ON iHE oOWN SLbP� 51I1� 70 PREVENT BQRING MUD RUNtlF�F. ANY BaRING MUD �ISCHARGE MUST BE PRDMPTLY CONTAINED AN� CL�AN�D Up AS SDON AS PRACTICAL, BUT NOT LA7ER THAN COMPLE710N OF 7HE RELEVANT BORE OPERATION. CONTRACTOR SHALL HqV� A VACUUM TRUCK AVAILABLE AROUND 60R� RIGS AT ALL TIMES Td HELP GONTAIN A�IY MUf] SPILLS PRQMPTLY. GRADE RESTORATION S�IALL FOLLOW ACTIVE CONSTRUCTION AtV� SHALI. NOT LAG B�HiNn ACTIVE CONSTRUCTi013 MORE THAN 48 HOURS. NO PERMANENT EROS1pN CQN7fZOL5 SHALL 6E IMPLEMENTED AS PART OF TH15 PRQJEC7 WITHfN THE L[MITS OF THE CONSTRl1CTI0N (LOC) OF THE NOR�fH TARRANT EXPRfSS (NTE), HOWEVER, WHERE CONS7RlJCTION IS TO TAKE PLAC� Ol1TSIDE 4F L�C OF THE NTE, AI.L APPLICABLE RESTORATION INCLUDING RE-VEGETA7IQN U51NG TX�6T STANDARDS SHALI APPLY. �RlLLINC FL111� MUS7 BE �ISPOSEb AT A LOCATION APPROVED BY THE PROJEC7, AND 7HE APPROPRIATE GOVERNING AUTHORITY. CONTRACTOR MUST NOTiFY NTI IN 7N� EVENT OF A PETROLEUM SPILL OF ANY VO�IJME. CONTRACTORS SHALL HAVE PETROLEUM 5PILL KITS ON SITE A7 ALL TIt��S. CONTRACTOR SHALL B�E RESPONSIBLE FOR THE CLEAN UP OF AI�Y PETRQLEUM SPILLS. DO NOT ALLOW ANY F'�TROLEUM SPILL TO REACH ANY WATERCOl3RSE. �r ._. - -- - --- - express � 35W infrastru[t�re, llc �� ,� rrrrmara.ac� Goismme6�emb�a�awe� g^=T'�� ^+�'1 �`a�� o�� GENERAL NOTES SCALE: 1" - 20D' SNEET G-9 SEq. 09 OF 18 TECHNICAL OFFICE MORK pRpER N0. OAFE IAAN 2021 STATE 0157R1C7 CN�N7Y TEXAS FT. W�RTFi TARRANT OHAWN BY �ES[GNE6 BY CHEG88P 9Y H1cNwAY NO 4JW JOH H5C I�{ � 3rjlJl REV �ATE BY �ESLHfPT[ON EXISTING R.O.W. �� 1 04/01/2� JOH REY(SE P6p COIBS�NT5 y STA 1+74.60, %� LT { 2 OS/l4/21 J9N R�VISE p�N COMAENT9 INSTALL: � 1-CASING ISOLATfON TEST I � STRTiON 9600 CHLOE CREEx pR, 1-CONCRETE COLLAR ! VICfO Y SHOPS �1T HER[TAGE lI LP N=7418697.40 VIC74i7Y At' HER[T�GE OLOCK 1 LOT 13R �=2331484.U0 SCI4001- BpIJNQARY SPLIT S7A 1i77.48 INSTALL NOTE: � 1-8" BLOW-OFF ASSEMBLY G+ N=7018690.04 i 2 '�I W CONTRACTOR SMALL BE REQUIREd TO PROVIDE DAII.Y E=2331480.68 + SURVEY CONFIRMING THAT TH� ppRE IS ON GRADE PI STA i+67.02 9' T4 ' o AN� IN ALIGNMENT. 80RE 70LERAiVCf SFfALL NOT INSTALL: pRQP. 30'X50' R. 0. W. ', I EXCEE� 0.1 % 1-24"xA5' BEN� ANq BLOCKING fR�LLE�) TEMPORARY WITH RESTRAlNEd JOINT� CQNSTRUCTION � I O CATNODIC PROTECIIQN APPURTENAiVCES ARE --------- ------ � Q N REQUIRED TO BE SURVEYE� AND PLACE� ON i-24"x22.5' BEN� ANp BLQCKING (ROLLED) EASEMENT �' � q5-BllILT PI,A1�5. WlTH RE5iRAW�D JOINTS � ; �r` � e=s�•��'aa,� _� .f- I 1-WARNING MARKER IrySTALI.�Q AT R,p.W. STA 1+63.34 1U' LT '+ � CONTRACTOR hYILL �fEED TO SU6MlT A PRdTECT16N N=7018�9a.pp pRpP• WARY�ING �IARKER N p�p�! FOR THE EXISTWG FW APPl1RTENANCES IN THE E=2331478.51 � � I �`�J VICINITY OF TFt15 LOCATION F6R APPROVAL. PI STA 1+20A0 - ' Q � INSTALL: � STA 1+74.6 � }j CON7RACTOR SHALL RECORD GROUT AND PIPE PI STA 1+05.97 �-24" CLEANING WYE --- I°:� ,'�if BEGIN STEELq RENiOVAL LIMITS AS THEY OCCUR ON TfiE FIELD INSTALL: (F'IG LAUNCHER7 r� CASING f, I iI� R�0-�iNE PLAN SET AN� SUBMIT TD NTI AS WORK IS 1-20."x22.5' BENQ ANp HLpCKING N=7p18650.05 '� �iy,.= i- GOAdP��TEti. (ROLLEti) WITH RE5TRAINED JOINTS E=2331451.64 . _ � �' 1-24 xT1.2s' BENq AN❑ BI,bCKING ��, '; � , �,�'� '�� z w (ROLLE�) WITH R�57RAINED JOINTS _ � � _ A=20'19'12" - �1'f � N=7018fi38.1 A I = {/) E=2331444.28 : ::_ � ; ;-�� /' � U STA 1+00.40, 7' LT ''"' w 1075 FEET :.,, .:.`�, .r"';":•�-... � O- CONFLIC7 1l7 137, I �-- ....: -i '; : ':... INSTALL: I w 'I WEST TO ��-: ': , �. .., 1:' . -: • 24" D1P WA7ER NEXT ue u�____ "�_.__ _,��;,__. 1-1 TIQN TEST STATION STA 0+98.OQ L7T' _ , .__: ,:. � � Q� ISOLATEON •; I 1-CONCRETE COLLAR ' `"' LIAlE � VALVf : cs N=7018641.05 PROP. WARNiNG �.; - � A � - ''' E=2331435.05 �ARKER � ; ; ; ,,�„-. � . + �- ,:.,,.:..::_.�,:..<. ,. ,. ,. � ,-::..:•-.. . i :::..;,: `',. o �- --��.�� POLE..-_-BAR-W-Ap,�EOICCP wT0'REMAIN�4N PLACE�'J' `-�81 LF wATER LINE„I�! 42`BSTEEL'.:~' I o N ,. , .... .. �XISTING � � _ -1 � �--�- � ................. . ....- �� "-. _---.- - ---. . . .- , (X--09651. X--09667) FO 8E � "'" """ �� STA 1�00.00, ID 737 = __ ABAN�QNED ANO GROUTE� OR --- �-- -... �-- . . . ...-- .............. BL STA 1344+09.92, 296' RT REMOVED PER UAR �I WSTALL: PROPOSED 0 10' 20' 40' HERITAGE TRAC� PKWY. m 1-24�� o�P To ��P AOAPf�R ____--_____-_-S��N___i 1-150LATIOIV FLANGE � HORIZONTA� SCALE 1-WARNING MAR3EfR AT ftA.W. � p 5' 10' CDNNECT TO Ex. 24" WL ___� ! ........... . .. ... ....... - � ..... --- ....... -----.......... BEGIN CONFLICT 137 ---. _ ..�_.�..-------- VERTICAL SCALE ... _.-�- - N=701 BS36.68 - ............ ... ............ ...... 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P. R. C. C. T. 1-24"x45' BEN� AN� BLOCKING (ROLLER) p�L 3NVEST4lENT LP Cl1T-IN VALVE � � ; 05/14/21 doa REYISE PEP COAMENTS i' WITH RESTRAENE� JOINTS � 695' NORTH , ` E� STiNG m � 1--24"x45' BEN� AND BLOCKING {ROLLED) MCCDWENS, WM SURVEY SEE �ETAIL 2 � STA 6+72.21, 4' LT 1 WITH RESTRAINED ,l0iNT5 ABSTRACT 999 TRACT 29 liJS7ALL: �.0��. ,�;; `.`:' I N S T A L L: d= 5 1' 0 4' 1 6" � p 1- 1 2" X 1 0'� M J x A k J i'� `� '''� 1-CASING ISOLATION TEST ��yyARNING MARKER AT R.O.W. � REUUCER I' �s;.:".' STATlON 1-COf�CRETE COLLAR N�7018694,75 I R� I �' ;�I� �:', E=2331983.49 � �._� ': SNSTALl: ' . � 4� N=7018700.53 �� " ''; E=2331981.66 STA 7k27.88 � , -�� l- 45' MJ HENO AND NoTE: � E I �OT�` �� i INSTf�L: � ' BLOCKIPfG �'' STA 6+68.99 4; 7 ER EASEMENT 1-24 xt2" MJxFLG ANCHOR TEE GON7RACi0R SHALL BE REQUIRE� i0 PROVInE DAILY -+ , r tr�� y�p 1-12" MJxFLG GATE VALVE AN�HOREO TO TEE I 1-11.25' MJ BEND o ND ST � r INSTR� 42�af79d52 1-CONCRETE CQLLAR � ` AND BLOGKING SURVEY CONFIRMING THA7 TH� BORE I5 pN GRA�E , + Q, R. T. C. f• N=7018652.95 � . AN� IN ALIGN�I�N7. BORE T04ERANCE SHALi. N07 10' TO i ' 0. E=2332017.h5 � � :�... '. � EXCEE� 4.19, R.p.w. ' �'►��,I-EXISTING 10" � `,.INSTALL• � PVC WL (X-225865 p� STA 7+27.88,16.84'LT I � � +;-12" MJxFLG GATE VA�VE CATHO�IC PftOTEGTION APPURTEMANCE5 AR� 0 ;. ~ STA 6+57.33� 2' Li TO REMA[N IN S � ' �(] (�j � �` y'=.' PR6P. WARNING MARKER 1NSTf�LL: INSTALL: � � 3 `�-�r}tNCHORE� TO TEE REQUIRED TO BE SURVEYEa AND PLACED ON PLACE 1-12 x45' BfND AN� B�OCKlNG � AS-SUILT PLAIVS. � � 1-12"x1 ^� ' BEN❑ AN� BLOCKlNC 1-24"X12" MJxFLG � \, � ( � + I CONFUCT 1D 137, �' � � p=58'3557 A�CH:OR TEE � CONTRACTOR WILL NEED TO SUBMIT A PRDTECTION �� . � 24" �tP WATER LWE N=7�18883.58 � * f� �. �, PLAN FOR THE EXESTYNG FW APPURTENANCES 6N THE � '� �'•MINt T �\ 5 ,`` E-2332d3Q 52 IN5TljLL?3.36, 19.62'LT �� 1 � � � WICINITY OF THIS LOCATION FOR APPROVAL. � 4 . �� ti REMOV� EXIS7ING GATE VALVES 1-12�x1Q" MJ REDIIGER PROP � ��j IPROP. IiS., � � r--�� -�,-� AN� �EUVER Tp CITY YARp 7 GdNN�C7 TD EXISTING 1D" WATER LINE I NIRRNING� � �` I CONTRACTOR SHALL RECORO GROUT AN� PEPE . � � N=7018668.85 � MARKER ��' � R�MOVAL LIMITS AS THEY OCCl1R QN THE FIELD � 134 LF �XISTING 24" CCp(8-303 __r,�___ �€TAIL 1_vrr � �� , , .'`�. � ' WAT�R LIN� IN 42" STEEL (X-09651, E-233.2029.83 _� RE�-LINE PLAN SET AND SUBA�IT TO N11 AS W�RK IS � ��: �"� � X-09667) TO BE R6AN�ON�O AN� ` � COMPLETED. i... -- ----�--� - -r-�--:-.^-..,. w �yJ REMOVE � � C � GROUTE� OR R�MOVEb PER UAR � � r�i � � '•. i : � �,. STA 7+5.D.95 � � CONTRACTOR IS RESPONSIBLE FOR MAINTAINiNG w EXISTING 6" � ,;,5, . PRQP. 20'X100' TEMPORARY I _ � � I Z �`•.i ��'� , • , , INSTALL: i �I i i EXI5TING GRA�E I�k THIS AREA. = 2 SLOW-QFF . M� �,` �` C0�[STRUCTION EASEMENT �-4" CAV ASSEMBLY I s t,cci t EXISTING 10" PVC J � NAS�SEMBEY ; I /�� ., I, TOCREMAIN�TN PLACE _ ,, . S7A 7+84.54, 3' LT M=7018637.03 � i � '� � ! � `. PROP. WARNING MARKER 1 E=2332033.64 � I`. P TO CIT1'` :T'0 \ SEf �.; .-�` . :.:t (,� • , .r ` � PI STA 7+82.02 � �� '-=y'._.,..,..,._:._.:._,...:...: �, W I YAF2l] i-.: .. „ � DETAIL ,� INSTALL• EXISTING F4" CL I50, EXIS�lNG � '� i INSTALL: :;; . :,. ¢ � y J EX15iING UG C '�' , B- 3 0 3 R.O.w.� 1 5 8 0 F E E T ` � � � EL�CTRIC� '� IG '. 1-24"x22.5' BEND AND BLOCKING I-1p" CUT-IN VALVE � w � '� I"� -+ � �� `� W/ RESTRAINE� JOINTS BAR-WRAPPEO CCP EAST Tp � ___ _� i i�P^�` N=7019353.29 c� � , f EXISTING �� - �- • ,.� iir""'� '. ' '•• _ • _ WL SX-.D9667S _--•-- ESOLA710N I = I ... . � . l3G FIBER -�-.-- 0-20'22'51' �: i::'... ,-'7 '" E=2331965.46 �Ii'f2EM7A I'RI'T{�"PL'A� � � -�- 1-WARNING MARKER AT R.O.W, �p�� h I ' . ::;: � . � .... ., STA 7+316.38 ..:'" . - � N=7018622.26 . _� �I �� i i � N � li�l.STALL' � - �i�" E=23320&0.97 -'G=y---�-�" �� ° � ' �4 � 'i i j t-24" MJxMJ GATE ' "- � I � E!„NG 2„ ...... i � W�Lk-��2 WAY � STA 7+87.Q2, 4' LT .. ........ .. VALVE AN� VAULT ftELEASE VALVE .. .-. ..- . - - • ------ Iy � t�CONCRETE COLLAR AN� OELIVER PROPOSEEJ SIGN j�S50 ATION TEST STA710N I, � �"�� ' I N=7618646.37 CITY YARD � STA 7-h87.02, lD 137 = 1-CONCftETE COLLLhR � S i 5 .�, � � 0 10' 20' 40' E=2332022.81 _ ___ Q I � BL STA 1344+28.81, 330'LT u-7QT8b25.06 � � � .. .............. ...... ..�/-._'^... _......_....- . -- PI STA 7+44.38 PI S7A 7+58.42 �NSTALL: E=2332067.06 '- ' 'i � i HDRLZONTAL SCALE fNSTALL: INSTALL: 1-24" �IP TO CCP ADAPTER `�. � I 1-24"x22.5' BEN� AN� --- 1-24" GL�ANING WYE 1-ISOLATION FLANGE HERITAGE TRAC� PKWY, f � ��, ��-��-�--- ��F��-�� -��-��---��----j 0 5' 10' $LOCKfNG (PIG RECE4VER) 1-WAR�€ING MAftKER EXI5TENG 36" CCP � 1� --------�� t----- �--�;�-�-��--��-------��-��j - . .; ::_--_°�-::- W/ RESTRAWEd JO]NTS --- N_7018633.h8 CONNEC7 TO EX. 24" WL ' rt - yyL �x_flg g� ' � � j'"1 , � VERTICAL SCRLE 1-WARNING MARKERJAT R.O.W. 1 . . ..... ,.._ , , ; :� � _.,.i � ,:~ ,4 4�-. ,, , I �-2230'00" E-233204p,27 EN� CONFLICT 137 � ti � � N-701862f.56 � � DETAIL 2' } E=233�Ofi5.92 . �-1--- --�-�--� �-i_��_J - � �� y E-23320Z7.86 . 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LE55 �F4AN OR GREAIEN THNN 15', EQIIAG Ip I$', GrtWN� WAiER E4llAl Ttl l5, GROIIN� WATER ANO NO PftESENT, �R. �1RIE� ANO NO PiiESENT, pq pURIEG GRWtl� WAlilt S1EEL PIPE PER Gfl0�N0 WA7E17 SSEEL PIPE pER PRESENT SECTION 93 11 74 PRESENT SE€YION 33 ll 54 ACCEPTABL� BACKFILL (33 05 t0-D603) �EE�' TRENCH BAGKFIL.L (33 05 10-DQ05i EMBEQMENT FOR WATER LINES �MBE�MENT FOR WATER LINES ��_ 16" TO 24" f33 05 10-p1427 2 16" TO 24" (33 05 10-D1ff2) �� HOT TU SCALE REV� OB/31/2U12 -- NOT TO SLALE REV� QS/31/2012 ftEV: 10/OH/2012 REY: 10/08/2012 n�ose: i. nonnooNMewr s+wtt ae a�re secnot+ oz +� tn 2 SURFACE HEPNR SHhI.L BE ?ER SECnONS 3Y U� 17, 32 01 24 OR 32 14 1'fi 9EPEN➢INC ON �pSTING Sl1flFACE 5. A WhiER PflE55URE PLUG AER 02 4i 5a-p1�3 . �� EILt WITH �LSM IINTIL ENTiRE SHntL Bi AN licCEpTABLE ALTEFNATIVE NMERE ' P�AMEIER 0� P1PE IS FI�,��'p ApP�iLA6Lf. i� - ' Tf1 AREVENT lNFiLTRA5i0N �` •�� `� `i�`�S. ^t� .•- � . �^�� v �� av vv��v� ,•v `� vvv�, --' vvvvv 9vv vvvvvov�vavvT� �.avvv vvvvvvvvvvvvva�' vavavvv�vvvvv�vvvnvav vvvvavvvvvvvavvvavov� � v a v�v p v v v v o v v v v v v v� v v E%�S�NC � D V o v O V V v V O G v a O v v v V V 0� PIP� ip flE •' c u-v v V V V V v v 4 v v v V O v V O tl �ASANuqNEO �� p� vvv� vvvvv vvv, `� 4 O v v O v v v v avvcvvvvvavvvavvvavv� '/ V V v t� V V V v V V V- V v V v v v y � �vvvvvvvvavvv a�vavvov _ ,. .,. ..,. .:. •..` �.,. . . ::. .C� ;: /`P�t1G E%1511NG`PlPE" /`8ULIWEA� �0 'l � 12'`'f'!N `-�''+ \ r• MMTM CLSM PER AEThIk CLSM \ '• ` •` • 5EC710M 03 3A Id P I PE ABANDQN�IENT PI�UG n co2 a� ,4-aoo�� HOT TO SCAEE REV� OB/].VZ012 N � S I�.MYOHAKY 5�KV1C� �51 COI�iVECTION (33 Q4 30-D1331 �� NOT TO SCALE AEV� OB/31/2412 Eo N�TES: 1. CQNTRbC70R SflAll 8E HEW�REo TD cflyER ME7ER VAl1LT WITi PROiECTIV€ G�ARO. 2. IAEfEft SHALL 9E qFMOYC➢ C±Y 1HE �ONiflAC70R. CONNECIION FHOM BY-PASS TO PAI4AIE SERY+CE SH�.� BE lAAp� pY CtlNYFAC7QR. SPNG PRIVATE SERVICi HOI15E Ofi BI]IL�ING NN C T I TI 9FEL OF CPP 4R BLIRI�D_STE�� PIPE FLANGE CONNECnON, PROVI�E ISOLATI�N KIT ANO I.ENGTH6 AS �ESICN/'�4 PEIROLATUM TAPE COATING QN pRAWINCS PER SECTidN 33 �4 10 AIJ SOLIO SLEEVE PExFL STEEL SPQpL REsiRAIN�Q WIYN PIECE 7q �A7CH qti OF � � RETAWFR GLANOS EXiSiENG PIPE BELL PF�F't35ED �UCPLE IRAN PIPE N�TE: LONNECTING 61JRlE� STEEL plpE 70 TH6 �ETNL MAY BE 115E9 1N E%ISTINC CDNCREiE PRESSURE PIP�' REVERSE YMEN CONNECTING PR�PO5Ep CPP Tq EXISTING LFNGYMS RS bESfGNA7Ea HWRIE� STEEL PIPE ON �RAWING5 PROVI6E BELLxFL OR GONNECT SP60L PIECE SPIGOTnFL CONCRETE TO STEEL PIPE 4ATN PRESS�AE PIPE AS WEL6E0 BUTT STR.AP INpICA7E0 ON PLANS � pER SECTION 39 11 14 E%ISTIWG CONCREIE J / PRESSUNE FIPE � AROVI�E FLANGE FSOLATIaN � KITS WHEN CALLED FOR ON THE �RAWINGS CON�CSRE E PRFSSLIR� PiPE �— PExFL STEFL � PROPOSEI] SP40k. PIEGE 911R3E� STEEL PIPE FLANGED GONNECTION P[{¢p95EQ WRAPPEp IN BuSTEE�,� PE�OLATl1M TAPE O I � N NG PP 0 .i TE PIPF Tn FYISTING O1iC11LE IRON PIhE LENCTH AS �ESIGNATEO''`� ON DRA4lINGS \ \ MJ 56LI� SLEEVE FLANGE GONNECTION, RESTRAINEfJ WITH � �� PR�ViDE ISpLATIpN KIT AN� qE7AWER 6LAM�5 PE7fi0LATI}M 7hPE COATING PER SEC710N� 33 �4 i0 FLxP€ �IJCTILE IR6N SP06L PIECE I TI pUCTILE _ IRON PIPE PROPOSEO Gtl�CRETE ARESS�RE PIPE OR 6l1RIE� STEEL PIPE PROPOSED �PP �R B�f��Q T�p�P,� EXISTIMG COICCRETE � FLwPE WGTILE -� PRESSl1FE PIPE 9R IRaN SPOOL PIECE BURIE� STEEL PIPE E%ISTING CPP 2H91'ASEO ort au�� ouCTILE STEEL PIPE IRON PIPF kE5i0f2E SUfiFACE V11TH 6' OF TOP SdL & HttIRMNI�CH SEEPiM1tG pR h+ P��+ECTka &Y OENELOPER `�:, �I / �95X��COlUP0.CTI0N�«� • �I FINW. +-R% 70 +59: Oi tlP31MUM + I � gACKAL� ' }AOi911RE CONTENT ^ �5' +' { II NP1E: � BACNFILL FOR TOTAL , `h+�1 �' ''«4i�, ` 3 FINRLBACKfILLtlFJ�IH �p�oopn+ r + + . � • _ eREhTER IHAN I5' OLEP oa�000p emcewa+ncttor+�` -z� ra sz oF �thn� O�O�O�(> OPTIMUM tlACKFILL 'pO�dpUp�—MtlISTI}flE II YAqIES �pO�OpO� ��CONI�NT _ I �„fl._C3..0�. ' ' iT STAN�ARD CI.�A�IING WYE FOR WAT�R � TRANSMISSION PIPE 16" A�lD LARGER (33 04 40-D13�i1 NOT TO SCALE RE'lo 4B/31/2012 N�TE; CDNNFCTINC ➢i1CT.ILF IR�N PIPE ONLY C-3p3 PIPE Oft TO EXISTI��161[�L Ehl6 CPP OR S7FEL MAY BE CONNECTEp quRIE� 57EEL PIPE A7 Ml�-JOFNT LENGi�S �S QESIGNA�TEQ F�ANGE CONNECTION, ON ORAWINGS PRONQE ISOLATlON KIT AND PETRaLATUM TAPE COATINC �J SOIJ� S�EEVE PER $ECi10N 33 04 1�6 � � � RES�AIN"�p WiTH RETAINER GLAN[J5 , 6ELLaFL STEEL � L F�,xPE �l1CTILE PROPO5�0 � E%ESTItVG BELLxPE SPOOL P�ECE 0€1GTILE CONCRETf PRESSl1RE � IRON SPOOL PEECE IRON PIRE PIPE DR Bl1RIE0 STEEL EXI571NG CPP f1S � P1PE SPOOL PIECE pR BIIRIEO [�i1CYILH STFFI PIPF IRON AIPE O l'J E%ISi1NG OUCTILE IRON PIPE � CONNECTION TO EXISTING � WATER MAINS (33 12 25-D129) N07 T4 5CALE RE,V: Q8/31/2012 s�,�"t,�'.°'�'a"�'E'':+��/� �/�, � �k/{ • kl �..;xl.�.....�... . f *� yJflFFREY O. HUNTER r� "�� ti s�a'a"�' j �l��l � gr'Axi�.J C5J Eiip131EERIFl6 ASSO.C1AiE5� LLL TE1tp5 RE615TEAE� ENGINEERENG FIi�A F-10BU �' iL� express � 35W infrastruct�re, llc �1��oa � � U�R�li�Plw :.:mQ�ol�eeEotJ�Geoea�s- ��-�.x�ri F�� iaR�� FORT WORTH STANDARD b�TAILS SHEET �T--1 TECxNILSL OF�ICE Wpa�K OH6EH N0. TEXAS � FT, WORTH � )RAWN BY �E5ICNEP 9Y GAeCKEII AdW �lpH HSC 13 OF 18 onre MAH 2O27 �y 6 I 9Lf1CKIMG SHALL ENTEND TO �N�15ilJfrBC� EAR1H ALL OUC71lE IROk Fi1'TIKGs � �I f I 3 SHALL 6E WV2hppE� IN R£$TfiAIM1Ep P��YEIHY'�ENE PER � FWG OR GAP � SECiIG� � 11 11 .�.4'. � lEE s B�OCKVNG SHALL ✓ �(�5'�`!�:CC�1�`*(y��rr i •. E%TEN6 TO �� PLAN V{E44 LIN�IS7IJRBEO EARIii BENO 'MINIMUAI 'IHRUSt 6LOCKING SI11i�AGE hI:EA 5liALL 9E 4 SWARE FEET� ^tlIMEN510N 'k' TO 8E A YAINIMIIM OF ONE FO6T ANO Sl% IN�1ES 9�7 IS TO BE INCREAS[� WriEH[ NECE�PAY TQ PNOVIOE Q�ARING AGAINST UNAESnR6Efl TflENp1 W0.U- NOTES: 7, TIiR11.57 BLdGI(MG AREAS SHOVM ARE 9ASE0 ON: I.I. 225 P51 lESi pRE55URE 1.2. 3.004 PSF HORiZONTpL 6R LA�ERAL BEARINC PRESSURE FOR AGCEPTABLE Stl115 1.3. IUINIAIUM COVER OF A2" 14, A SAF[T' fAC70R OF 1,5. 1. 7HE ENGINEER SHALL PR641AE A 5EPW7ATE BLaGc�NG fABLE WHEN R1E C�10I1'IONS �0 NOT MEEi THE pBOLE ASSUMPTI9N5. 3. 1HE CONTRACTOR IS REQUIRE� TO PH�VI�E 7HRU4T PESIRAMT BY �E�NS flF iMR�57 B�OG{(IN4 FOR k�L PIPES. 1Hi5 FTEM SHALL BE CONSIOERE� SU651�iAAY TO '�HE VAPIpuS IT�MS elfl. 4. ALL MJ FiT�INCS SHALL BE Atlb1110NhLLY RESfRAINED SNTH RETAIMER GLAN6S. 5. B�OLKING FOR WATER LINES LARGQi 7HAN 24" SHALL BE OESICNE9 FOH lHE SP�[dFIG �pcnilop AN� SH05Ny pN �HE �RAWING5� 6. ALL pIIC�ILE IRON FlTfINGS SHALL BE N'HAPPib IN AO�YE77{YLEh1E El{CkSEMENT PfiIOR i0 PLAEING dF 9lOCKlh'G. 7� COMCRETE MATEqIAL SHML CONFUR4 TO SECnON 03 30 p➢, HORIZONTAL THRIJST BL.00KING 1 (33 11 00-D13p) Np7 TD SCALE AEYs i2/3�OI2018 .� � - ,.�?'i'�; �n �_�f. Y �'}�'� ' MiN, T�'_ II i� �I �� nE-OOYM P/RS AS OESIGNATEO �� tlN TAI;lE �(� REINFONGN6 hlAT .�.� "' - SNhLL 8E yl 9MS � fi" OCEW PLAN VIEW VAOTi SHALL BE d" MIN. FOR 2 9AR MPl1CATONS� tltHERNM1SE 6" MIN. PIP£ BACKFILL PER ORqWjNGS AN� SECSI9N 37 OS f0 �. PiPE EM9EUMENi PER bRAH1NC5 hND �GPpt! 33 �5 I� � REINFORCINC p'4 g11F5 fl 6" B{OCKiNG SEIA�L 8' MIN- gE hGAINSf UNUISYiIRBEo �_ �ARiH � H00% ll� �OIyN 9kR5 WTO RE}NfINtCwG ..__,,.,., MAT {TYY:) PROFlLE V'I�W 6 MIN. 6' MIN -: i .' � ti " ' � 4 t 9 E�4- ..l }�,ty�� '_: ._.._ ;. � �',: � �' I '� �1 R I''L /, .:'.7.i I I.rt C.� �` �, �.I � i } xA � .zy�•�� . . _ , hY.�• J�JiYN1iYT. fi" MIN. T1'P ) SECTION VIE 9�OCKiI�C SHALL BE RGAIN57 uN0�5iVRB�p EAHTH N07E5: I. VEf211CAt TIE-06WN BLOCKING VOLIIMES SHOWN ARE BASE� pN; 1.1. 225 P51 TEST PRESS�RE L2, t54? PCF CtlNC6ETE OEN5i7Y 1.3. A SAFETY FALYOR OF I.S. T. 9AR flUAknnFS APE BasEp ON; 2.1. 30 XSf {'A STEEL 9EINFOi2CEMENT BM 2.Y. A FACTON OF SAFE1'Y OF 1.5 2.5. "L' SHALL BE A MIWMUM �F 16". 3, iHE fJiGfNEER �7hL� pR�VI�E A SEAMftATE 4ERPGAL T7�-�qWry 6kOCKINC TA9LE WIIEH 7HE CONOITIONS 00 NRT MEET THE AgOVE ASSUMP71TNJ5. 4. 7HE G0.YTftAC70R i5 REtlI1fRE0 T0� Pfi041�E iNRl15T FE5ttiAIN7 BY MFANS OF 4ERTICAL PE-�OWN BLOCNING FQR ALL PIPES. Ri15 lTEM SHAL� HE CONSIQEREO S�BSNlAHY TQ TH[ VAR1011S IlEN9 �IO. 5. AEL MJ FlT51NC5 SHpLL 9E A�OITIIXIALLY RESTRAINEO 1N7H RE7A3NEft CLANAS. B. WI�1H5, LENG7N5 hN0 OEI'7k15 MnY YARY BUT SAlISF'AC170H OF ABO4E NiNIMUM YOWMES MUST 6E �EFAOkSYRR7EL. 7. KEEP CONCREIE iLEAR 0� PIP� JPINiS AkD g�LTi g, yERS[CA� nE-001KV BLUCNING �0� LINES �8" ANO GARCER SN.1LL BE uE51GNE0 FDR THE SPECIFIC LOCA710N ANU 5HOVM ON IkE ORAWrNCS. 9. ALL �IICPLF IF20N FITIIkGS SMALL BE NRAPPE4 1M POLYE7HYLENE ENCASFJdENF PRIOR TO P�ACMG Of pIpLKING_ 19. CONCRE'�E MhIERIpL Sf10.LL CONFORA} TO 03 30 00 VERTIGAL TIE-Q�WN 2 BLOCKTNG (33 11 00-D132) M - NOT TO SCALf REV� 12/30/2UIfi CONCRETE CRADLE TABLE N07E5 I, Tkf111S7 9LOCkhNC AREAS SHOWN ARE 9A9E� DN: 1.1. 225 P51 lEST pRE55URE 80' SENOS 45' 8EN�5 22.5" 6ENpS �I.zg' B[IJ�S �.X. 7�P0 PSF HORI20NTRE [3R LATEi2AL 8EARING PRE5511RE pip� ^x^ FOR ACCFPTpBLE SOILS 592E pIM'• �. a N. R IR. IGIN. AREA 7.7. MINIIAUM COtlER OF 4y" (SF] �SFJ (SFj (SF) Z, �µE ENGNE RFSMALLARDNOE A SEPAHATE BLtlCKING 1ABLE VMfN ME 6" 1'-fi" 4.59 4.66• 6.p0• 4.60• '��1710N5 DO NOT MEE; TIIE R9�� h��7APii0N5. 9" 1'-6' &00 4,33 ;.00> 4,0a• �3• mE GONfRACTOR �5 RE9VIRE� TO PPON�E �R45T RESTPAWI HY MEANS 10" 1'-6" �2.50 6.76- 4.W� 4.00• 06 THRUST fJLtlG%INC FaR� RLL PIpE5. MIS iTEM SHALL BE C9NSroEREf7 SUS51�lAHY TO ME 4RRIOWS ITF.MS 91i1. IZ 1'-g' 17.99 4.74 4.98 4.04' b, A�� MJ F1TnN(`,$ SHAIL @E A�dI710NALLY flE57IiWNEU N17H RETqIkQi- I6• 2�-0° 37.99 1731 8.8] 4.43 CLANOS. 20' 7-tl" 49.98 Y1.P5 13 �8 s_93 5. CRA4LES FOR WATFA LIdES LARCER THAN R4" SHPLL BE flESIGMEO FOR 24' 7-0" 71.97 ]&99 19.66 9.98 7ME SPECIFlC LOCATION AN9 SHDWN tlN 7HE ORAVANGS, •MINIMkIM T1IRUST SLOCKINC SI1RFpCE ARE0. SHALL 9E q SAG�iE F��t, 6� AIJ, puGTLE IR�1N F�T7INGS SHALL BE WRAPpEO IN POLYE7HYLENE ��IAfEN51O�� '%" TO BE A MINIMUM OF OME F00T ANU 5�% INCMES, flUT ENCASEMENT PRIpF� T6 PLACINC OF BLOCKING. IS i0 BE INCRE45E� WHERE NECE55ARY N PR6NOE BEARINC ACAfN57 7. CtlNCf1E7E MATEFtIAL SHAlL CONFaRM TO SEGii9N a3 ,10 00, 11N015NR8E� 7R�NEH �O7TOM. q� CONCRETE CRADLE f33 11 00-D131) -- NOT TO SCALE REy: 12/3Q/2�1�6 UTILI7Y COLOR TABLE UTILITY CQLOR POTABLE g�UE WATER RECLAIMED pURPLE WATER SANITARY GREEIV SEWER STORM RE� DRAIN 1" Vn9E TAPE Y p$ F coi 1" AYAR' 6" E nores. I. M'bRNEAS SHA�I B[ R�ql11NE0 FOR ALL PDTF[iLE � RECUIIMEU WATER. AH� 5/+NITARY $EW[R IJNES GREATER THAN IR". 2. MpRHCrts 5HALL BC NEQUIRE� FpR $TOA� 9RAIN5 IN01[RTEO ON THE �RA7NNG5. 3. PLACE MMH��S bT EACH RIGH�-6K-WRY CR6551N pN6 AT 1ApJOft UnL�TY CR85$illGS AS INOIpA7E6 p OFAYNNGS. enps Yi° �NCREIE COLEAR �FEIE COLLAR �T.$F1� �nt na IASPMAIII (IININAROVEO SURFAGES} i(�Ej'L�fl �yA]�g - pLL I OCA710N51 PA4Fif ARf,A$ UNPAYFll AfiEA5 NP1E: CONCREIE COiLpR 1, CAii 4ALVE5 s7ALL 0E �Y" GHAMFpi (7yp.) RfSIUENT 5€ATEO. 8" TYp, � 3" MIN. Z, pR417�E S' M�N, pF COYcN 94ER RE�NFORCEMENT IN ALL tllRECYIOds. .�:.f'•. �':�.4::�,� 3. CALLARS SNAL� 6E 4,Oil0 P51 fAYLRE7E PER SEC11tlN IF VpLVE OPET2AfINC N11T I5 Q3 39 90. NORE TH7�N 3� BEtOW qWYlA �WO-P1ECE PAVEAIENY SURC'AEC, PROVIUE YALVE 60% �� EX7[N51ON STEM TU 5' 9ELOW APPR9VEQ E94fAL AAYEMEtJT SIIRFA�E. ��3,�p�j}��} Usf RkTAiNER CLANUS FOft'4ALYE RE57qhIN7 f.AIF VAIYF � CAP W1fH CffiOR AS ITY GOLOFi TABLE 1NTH IMEl pN Boni SioEs, %6"v45' CHAMFER � a-_a 2° SOUARE STPCN w/ �" oin. �eaie vpaLEtl THR417CH I � I i'e souo R9UN9 sTOCK I I I VPRIES- � � � I �' SQIIARE STOCK I I W/ 1� �lA. HOLE �RILLEU iHRpl1GH � �•�Y -6 2Y�' SquARE 111BING WrY" SNICK WdtL �� 4"*� yALVC STEM EXIEtl514N �� o � �� ^.i: � �AR5 (�YP:} i 2.-0. � CNAMFER (7W.] Foq lHiIlAPR0YE0 SURFACES ONlY NOTE: l. 1" ROIIM1'� 50LI6 9Ak h 2' SOIIARE PEF ASSM P-tOs-s1. SAE 102�, COLtl tlRAWN OR gETSER. T. 2-'/�' SOIIARE 1I161NG PER ASTM A-Sli-79. Sk� 1620, CIXD ORkWN ON BETIER. S. ALL WELDS 41ALL COMPLV VATH A.W.S. L9�C FOR PROC�OLHE, APAEARANGE �dNp p�ALITY OF NEL�S. WA7ER �ISTRIBUTION GATE 3 VALVE & BDX (33 12 2D-D126} NOi TO SCpLf REV: 68/31/2012 � � � � ` I T � I � � � � I � � � � � � v � O1tT WORT � � 392-4477 piF.ABEoei �. Ii1�WN6 �517} a�En� 392-8296 UTIUTY WARNiNG LABEL N.T.S. 5 UTILTTY MARKER PO�E f33 05 26-D016) NOT TO SCALE R@Yt OH/31/2012 � express� �5W infrastnccture, l�c �� -- -..,.a�:�a�,..�,.._. � aeruy -- --�� _ i -�--- ��'� ��RT� FDRT WORTH STANDARD DETAILS SHEET �T-2 SEO. 14 OF 18 TEGHN[CAL OFFI[E ri9Rk ORDER ND. �ATE rAnq 2a2i TEXAS � FT. WORTH � )R4WN BY UES[GNE9 9Y cNEE1cEC AJW � JOR HSC � PIPE EMeEpMENT J4. PEft SECPON /� 33 05 70 AS IW�ILhIEO ON 5 .� ' � FACE•. �: : '.'aF pIT;. . ,�p�`,�n, .'.'.'.'.'•'.'.". ENO SEAL � �, � '.PEF-SECTIGN'. 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UI PME MJD FlTrIryGs PEH SetT10N5 33��1 10 AIID 37 71 kl CSJ &NOINEERfNG ASSOCIATES� LLC TERAS RECI5TERED EH611QEERINO F1RY F-109U �` I �'-1�._—L express� 35UV - � - --_ _ infrastructure, llc �"i��OC�T,�..a �O' - �«��.� ��_ ---_., �OR'� �OR�� i � � s � .� k � FORT WORTH STANDARD �ETAILS s�EEr or—s sEo. �� o� is TECAN3CAL OFF[CE YlONK OHOER N0. U0.TE MAR 2021 TEXAS �FT. wORTH� )RAWN HY OE5[CNEQ BY CNECKE[ AJW J�H HSS 32� HIXGEU FRAME MIO COYER PFR 33 65 IF SIX+ HUY IS ! 7' 7�-0009, IF IN PAyElY1ENT BELOW pt� PRpwpE wIV(� gruLL BE ORiEN�EP BRApI�f �qY 2', TOWpRO flNCOFAING TR/,FFIC SEE INSE[ 'A' LOCATE FLANQEO RAY TOP PHECI.Sf-��` Oi1lLET S" FltOAI M�µHaE PER 33 39 � 7N510E EOCE tlF �o 0-�2�9 NANHIXE� PLACE Ix . C�1E VALVE AH� OIIILETS SIICH 7HAT pRIME IW� P/JNT ARL— THEY MINIIYIALLY yEN7 PiPiNG PER IN�CRiE9E 1MTH SECTOM 3] 14 �0 M10E55 AS SMONN. CANCf�EfE fALLAR PER a3 12 20-fl42b T[RMINAL PANEL, SEE �EfNL 'A' .7" OF CN�SHE� FOCK PER SfCffON 35 OS 10 ia nws 7w souo SINGL CaNOUCTOH WIRE WHETE 1W MSill THERMi7E BRh2E6 CONNECTIOI I�1'P. B PIACE crsr woa uo ur�rsKEo 'CP-T£5T' CONCHEIE COLIAR PER 3] 12� ZO--0126 FINAL GSF4�E RUA9 UR RAILROkO RiACK L �CUNCRETE VpLVE OOIi. TERMINaL PANEL, SEE DETRIL 'A' 1U.25"m x 12" OEFP, 3" OF CRIlSHEO NOCK (MSI�E OIMENSIONS) FER SECTION 3S a3 IO � YELLOW YELLDR' � 7� Tyy IN4l1L4fItlN SW �NSkRAn6N C��bG PIPE A � VAACFIIWE SCHEWS, 7� H STA-KON Q Q. W0.3[-IEH, ANO HE% 1FStMINqL C�YNECTOR NU15 �CIO-1R {iYP, S A4hGE5) LE%AN � IERMINAL BOAR� �12 AWC WHITE � � 12 hWG YELLdW (PROTECTEU PIYELIhE) [� Q �CA$ING) j�17 AWG SYHITE 12 AWG YELtpW (PPoiECiEA PIPEL�NE) �CASINC) �� TERMINAL PANEL cnsr iRaw uo MnRHeo "CP-fEST" �G�iA�E i y GONCftEIE VALYE F30%, L 10.85"m x 12" tlEEP, (INSIUF OIA9ENSIi1N5} yrz awc rw souo 541WLC C9N9UCSOR N'IRE WHI7F RV ENSULAT30N PROfECTfO PiPE1JNE NOTE: 1. PROVItlE SLLFiICIENT SVICM Itl [ABLES [D ALLOW lFF,MOVAL OF iERNINAt PAkEL FROM VAGyE �X. FLUSH MOUNTED CASE� CRdSSING 7E57 STATION f33 04 ll-0151} NOF TD SCALE REY= 8131/2�0l2 ,� �� /{� � V � � � � � �.. ��m�� CONCpE[E p01.I.Ajt PEft 33 1p 20-��26 � BOL77IGH7ENINGSEQUENCE NUiE: i, aNe� �soulroN r�nNCE �r w�s e�ek INSTALLE�. A TES� SNALL 8E PERFpqMER7 TO n5517Rf FIPELINE JtlINr IS IStl1AfL� ONE SIOE FRbM' THE QiHER PRIOR Ta 9lIRYING � sr�c� w,�s�R � INSl1Lh7113[. W�SHER � INSULATING SLEEYE REuOYE PiPEl1NE COAPNC. iILE PIPE 7O 9[tIGHf ME7A'L AND ORY RNY MOISTl1HE WIiH A f4WEL 3" 70 d" i -i I Ik � S7EP I FEM9YE SIAG WITN H0.AlIilER ._ 1 STEP A INSiRT 2 THERMC7� BRAZE❑ CONNECTION DETAIL i33 04 10-D142) NOT TO SCALE REV: 8/31/2012 TERMINAL PpNEI. SfE �ETpI� A" ]' 6F CRuSHEa ROCK� PEH SECTION ]� �5 1Q 'INERNITE BWZE6 C9A'NECT�dNS (IYP. 4 PlACES) PER 31 U4 10-014Y INSl1lAYIHG W/SNER ��/�� SfeE1 WASHER -�'� � TNSULl4TING 5LE£VE RND ACCESSORIFS-ISOMETRfC VIEVJ �Nsuv.nwo was�+F�c W0.5HEfl IffSGUTING� �� GI(SKE�� NSG� NC I I I (VS�IGi NVT SlEk'r 171 �XISTiNG WAT�q MNH J �' $z � c J IIANG@ s �, r� PROFILE VIEW � �a �i � 3 ISOLATION FLANGE ASSEMBLY S33 04 i0-p146} , � _. � NOT TO SCALf REVe 8/31/2012 'fYPE 'f" INSUL4TWG GASKEf, PIPELME SEAL OR ApPHOVE� EO�0.L NOTE5: 1. WHEN A14 50u� TO 57p,4NUE� r0' �10 SOLIU WIRE �5 USEO. IT WILL fiE NECES:.Nif TO INSTRL� A CflPPEH 5LEEVE aK AOEUUA7E 512E QV�R BdRE S[LTph qF WIitE 6F.FOR� CONNECfION IS�ATIEMP�EO. 2. TH^�RMITE Bf��p PqOGE�LLRE5 $IAIIIAft FOR �L� 6RAGICEIS. 9. FEPAIR ALL R0.MAGE TO CflATINC AN� I.INING IN ACCORpANCE WiTH MANUFq�t��'S RECO�AMEN�ATIOh4S FUNGE BOL7 � NEW WAfEfl MAIN llNPROTECTE� OR E%kSnNG PIPELINE 5fqIA IN9i1EAT10N FROM WIftE {5FE N6lf N0. 1} 57EP 2 ryOL� WELdEq FlRMLT IN PIME WHI� lAPxWC C6NNE6TION 5£E APPLY SPhHK CGM INSERT py�qY FTiOM OPFRAIOR sTEP � HqNOLE �GRpPHRE MaL� SfAitTING POW��q - WELR MET/L PIPE METAL �ISK Sl1RFRC[ '�: � � pIPOSE� C9PPEq WIR£ C6A1 CONNECfION WITH HINMlNOUS COMPOLLNO MJ� MPLY IH£R}IITE WELA CAP S7EP 5 CASf IRON EID MAPKE� 'CP-TESf" �FIN,AL-GN0.17E CONCf1E5E VpLYE BON. � 1025 ¢ � l2' �EEP, (INSIUE �IMEN510N5J ISOL4110N FLANCE. PEP 33 P4 lQ-D146- NOTE I. PR�NpE Sl1FRCIENT SLACK IN CRF3LF.5 70 ALLDVf REMOVAL QF TERMIM1'AL P,WEL FR07� VN.Vf 90%. 2. �12 AWC SW�LL 9E SOl.lp SING�� COM�UGTOR WlliE. 3. f6 AWC SWJ.{ gE STttiVOEo SINGLE C�NbUCTOR WIRE. q FL.USH MDUNTED FLANGE INSULATION TEST STATION I33 D4 11-D150) - NQT TO SCALE REV: 8/�I/2012 TEST STATIONS SHE�T STA TYPE NORT�IING EASTING ELEV. 1+OD.00 ISQLATIDN 7018641.65 2331435A5 785A' W137-1 CASE� 1+74_60 GROS5ING ��gsg�•40 2331484A0 783.0' 6+68.99 CASE� �p�g�00.53 2331981.6b 783.5' W137-3 CR0851NG 7+87.02 150LATION 7018622.0� 2332062.76 788.4' � C MACHINE SCFEWS, T B B S�A-KON TERMMAL Q Q WhSNEF, AN� ME% GpNNECTOR {'C.10-1¢ NU75 (IYP. 6 PIqCES) !E%PN A D- TERMiNAL �OARU �fi AWG BIqCK � � �d A1YC WHffE (IINPROlEpEO OR (PfioTECTEII OR E%ISTWG PIPEiJNEJ NEW PiPELINE} j'12 AWG BIACK �i2 AWC WfiITE �(11NPROTECfEO aR (FRO'fECfE� OR EkkSPNG PIPEIJNE) NEW PIPELIM1'E} � DETAIL U TERMINAL PANEL /?X .� _ � _ _ express � 35W � � , � l _1__' _ infrnstrutture, llc �� UR�f�jpn�wv�feetlna Qedol6�e�iffi1�aru� � �-..�n� 1 FO�� ORTH CATFiODfC PROTECTIQN Q�TRILS S1iEET CP-1 SEQ. 18 OF 18 TECHN]GAL OF:[tE yk7RK ORdER k0. OATE AJW � J�H 4AR 202� COUNTY TARRANT :x�u av H�cHwnv uo ysc SH-35W � �� '�l ��.�� - �� Standard Construction Spe�ifi�ation Documents Adopted September 20l 1 ao oa ou STANDARll GdN3TRUGTI�N SPECIPICATION BOCUMENTS Pa.ge 1 nf 9 �� 0 �� T.ABLE �F CONTENTS . � i - a d$�1e�#' '' ` ►�:U `� 998E� ...t4i.�1z � � . �, _. . - - . , �, - � - • - � � �_�. ..__. �� 1_, - _ p'- , � _. _ . �. . � _ V � , �.. �J 7 � . � � rtin—v�r . _ , _ .u��$i��.l ,r..�ci�-� nn� - �� 9�' +�-�_ � _ ,�c - -- --- - . . .� .... _ . _ � - - • �r . ". . k ^; , ,t�, � . 'y _ - _ _ ._ _ _ � u _rg�} . �1�e � I � � , - o�t ' :- ,. " [ r�t 14q) �x� , ._ Ass�ml�l � � ,� -- ., _ � � �------ �- See T�i � -- -- - -- - �- . .... _ _ _ -- � � �,,,� � ; � . . � � , .... �.;,. - - __ ___ #ay-..�►... � ,,' � _ �__ _ �. �. _ Division 01- GeneXal Re uirements Last Revised �:+--�r�ta �-- �w-f:� � a� - - �. ; - t=i��t� _ _ -�; .'� '� O 1 25 00 Substitution Procedures Q7101/2011 01 31 19 Preconstruction Meetin 08/17/2012 � ��: - `�=�:=-=-� ()�•�- __. � : -s �„ 1, ... 4 Pr, �, 0132I6 CanstructionPro essSchedule 07/Q1f2011 O1 32 33 Preconstruciifln Video 07/01/2011 O1 33 00 Submittals 12/2Q12012 Ol 35 13 S ecial Pro'ect Procedures 12/20/2012 4l 45 23 Testin and Ins ection Services 03/09/202U 01 SQ 00 Tem ora Facilities and Controls 07/01/201 i Q1 55 26 Stree# Use Permit and Modifications to Traffic Contral [See TCP in 07101/2�11 Assembl -_��- � _ - • _ _ �:. . . - - -� „ , � _ .. _--- — — .. -- y =i � O1 60 00 Prflduct Re uirements 03/09/2020 01 56 00 Product Stora e and Handlin Re uirements 07101/2QI 1 O1 70 0� Mabilization and Remohilization l 1/22/2016 CTTY OF FORT WORTH Nortlr Tarrant �kpress Segrnent 3C STANDARD CONSTRUCTION SPEGIFICATION DOCUNiENTS Uiility Assembly 35W-U-q517 Revised Apri! 1, 2021 UO Op 00 STANDARD CO3�I5TRUCTIQN SPECIFICATION D.00UMENTS Fage 2 of 9 01 71 23 Construction Stakin and Surve 02/14/201$ QI 74 23 Cleanin �7101/2Q11 41 77 19 Cioseout Re uirements Q7/01/2011 Q1 78 23 O eration at�d Maintenanc� Data 12/20/2012 01 78 39 Pra'ect Record Docur�ents 07/01/2011 Technic�l Sgecifications which h�ve been modified by the �ngineer specifically far this Project; hard copies are included in the Project's Contract Documents. Diviaion Q2 - E�eistin Canditions 02 41 13 Selective Site Denaol�tion �2 41 14 Utili Remaval/Abandanment H �-/�-� � � � �1 � � ►•' Division 03 - Concrete '�� Date Madified 03 30 00 Cast-In-Place Conerete 03 34 13 ContrQlled Low Stren th Material CLSM) 03 34 16 Concrete Base Material for Trench Re air 03 80 QO Modifications to Existin Concrete Structures �- i � Division 32 � Ex�eriar Im rovements T� � —+� 32 01 29 Concrete Favin Re air �� ib�_�&nF t�f3=arck ��9 �@-�F�- . � - -_ ��Fs?t+e+r_ �� - - �B@EI s.�� - - � . ". �' * � �'�3"�r"..�o}��1 32 13 13 CQncrete Pavin ?�-z.� �Bre.:. - r�= ��*�c� � -,�.,.r-r__., n.�� CITY OF FpRT WORTH Nor7h Tarrani F.xpress Segmend .�C S`fA]V17AItD CONSTRLIC'7'TON SPECIPICATION DOCUMEN'TS Utility Assetnhly 33W-U-a517 Revised April 1, 2021 00 0o ao STANDARDCONSTRUCTION Sf'ECIPICATIOi�} DOCUMEN7'S Page 3 of 9 I - - �u _ -- ' — � _ , �- .. . ' '�--�� . -_ _—�- ---� C.' _ +ec + � . ._ . _ .. .,E.�- _ ��: � �„�� - - r�+* 't'---- --- — 4-- Division 33 � Utilities � ,t r.' - --- - - - - - � 1 a%. ,, � _w �, 33 D4 10 Joint Bondin and Electrical Isolation 33 04 11 Corrosio� Control Test Stations 33 Q4 12 Ma esium Anode Cathodic Pratection S stem 33 04 30 Tem ara Water Sezvices 33 04 40 C�eanin and Acce tanee Testin of Water Mains i�-� �--- - _ a ��-�� f 33 OS 1Q Utilit Trench Excavation, Embedment, and Backfill 3�r3-�� , - ' �,_..-� 33 OS 13 Frame, Cover and Grade Rin s-Cast Iron 33 OS 13.01 Frarne Cover and Grade Rin s-Com osite 33 OS 14 �Justing Manholes, Inlets, Valve Boxes, and Other Structutes to Grade 33 OS 16 Concrete Water Vaults 33 OS 17 Concrete Collars 33 05 20 Au er Borin . _,.�� .J �.c- -_ - . -- _ - . =i 33 OS 22 Steel Casin Pi e � . � 33 05 24 Installation of Carrier Pi in Casin or Tunaael Liner Plate 33 OS 26 Utilit Markers/Locators 33 OS 30 Location of Existin Utilities 33 11 OS Bolts, Nuts, and Gaskets 33 11 10 Ductile Tron Pi e 33 11 11 Ductile Iron Fittin s 33 11 12 Pal in 1 Chloride PVC Pressure Pi e �------- -- -- �- _� i `-�_-= = �-- , � -----��r�_� �� =.s � -�� .�i x- • -�N '- - - _ 33 12 10 Water Services 1-inch to 2-ineh �. .".2t� - . - 1�...- '� 33 12 20 Resilient Seated Gate Valve _ _ _ � � ' " __ __� _ ' - " _ _ _ _ �. _ �L y "VI CITY OF FORT WORTH Na•!h Tarrant Express Segrnent 3C STANDARD CDNSTRUCTION SPECiFICAT101;1 DQCU1t�fENTS Utility Assembly 356Y-U-0517 Re�ised April l, 2021 00 00 00 STANDARD CO�ISTRUCTI03� SPECI�'1CATION DpGUMENTS Page 4 oF 9 33 12 25 Connection to Existin Water Mains 33 12 �0 Combinatian Air Valve Aasemblies for Potable Water S ste�ns 33 12 40 Fire H drants 33 12 50 Water Sam le Stations 33 12 6Q Standard Blow-off Valve Assemb� 3�-3� �� ,�• 33-3�� ^' - - �'� �s �e�� E��e�� E�V�}�la � �ye �- e... • � �r 33-3� �� 3-�� - � � - - _ m .� � -�-�� 6 �, -�i��.-�, ' ., � �b 33 39 10 Cast-in-Place Concrete Manholes 33 39 20 Frecast Cancrete Manholes 3-�3�F1 i� ��r :�� =�-�a Y'�I ' � � �� r-i'i` � 'f �A �"Y'�� -:.—+ � �� N �`A"�� -`m�-x��c�f -- �-1�Yiit ""�--�� '�-'�� M k ��{i . � �-.+��.�bi� CiTY OF FdRT WORTH Nardh Tarrant Frpress SeglHenl3C STANDARb CONSTRLICTlON SPECIFICATI03+1 DOCUMEI�TS Utility Assem6ly 35GY-U-0517 Revised April 1, 2021 ao oa ao STANDARD COMSTRUCTION SPECIFICATIOi� �OCUMENTS Page 5 of 4 � . i � Technical Specific�tians listed belo�w are included for this Praject l�y reference and can be viewedldawnIoaded from the City's websit� att http:llfortwor�htexas.gov/tpwlcontractorsl or �, - Division 02 - Existin Canditions Q2 41 13 Selective Sit� Der�olition 02 41 14 Utili RemavallAbandanment � , � s. -�'VI��:�� V+� T ��„is Last Revised 12f2012012 12/20/2012 Divifiion a3 � Concrete 03 30 00 Cast-In-Place Concrete 1 212012 0 1 2 03 34 13 Cantrolled Low Stren th Material CLSM 12/20/2012 a3 34 16 Concreta Base Material for Trench Re air 12/20/2012 03 8Q 00 Mod.ificatians to Existi� Concrete Structures 12/20/2012 �sia� ?��.ne#:�a� -- :r.,,� ".�.; �i��d ��► �` . -- � i �l. �'._Cz.�VS7�1C� L � f � - 31 2S 00 Erosion and Sediment Contral 3�-3�}-A8 �1--��; +�r� _ �_. 12/20I2012 Division 32 � Exterior Ym ror�emen#s n � $� •..�.. - � - _ T--.»�e-� --k��►ac:� _ . _ +-�� L:,_ ' ' � '�: .�, ' 32 O1 29 Concrete Pavin R air 12/20/2012 ' �- - ' - - � ; i . _ - __�. :� .--=e ; - � - - - =� -- �- 1 � _ ' ��'+ + L. _. �.` -' ' ' • ' ' " , :�.CitC�'1�161?' , 32 13 13 Concrete Pavin 1212D/2012 �, ,�+,--�t3' - ��. - _� . ' � - r - - ' a:� ---- � C1TY OF FORT WORTH Narlh Tarv•mzl Express Seginen� 3C STANDARQ CO3VSTAUCTI03�! SPHCIFICATION DOCUMENTS Utility Assembly 3SW-U-0517 Revised April 1,2021 00 oa o0 3TANBARD CONSTRUCTION SPECIFICATION DOCUMEN'TS Page 6 of 9 �-� �=�:�'-� - 3't - - - ._ - ._ _ a. �-� � �eea�: ` 1�S�L ' "i11V�iTAlY'Y ' �l vcru 1?� �"'� - Y ry� ' F :.. D�"'777"TlR�-T --�. ' ` — _ - • -- -..114 � �� Y ,L . � , -� ' �'� n� " �_ __ i�'a�+ir: �_ ' _ ,;..' 2h� T �$�' � � l+i�li' Division 33 - Utilities �3$��39 �rve�-�..� *"�=�--� .; - - - , � +�., r� � i�s�'��i �--�� _ _ _ . ., i. :�'�'YV s�: 3rb� - . 33 04 10 Joint Bondin and Eleetrical Tsolation 12/20J2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Ma neszum Anode Cathodic Protection S stem 12/20/2012 33 Q4 3a Tem ora Water Servic�s 07/0 1120 1 1 33 04 40 Cleanin and Acce tance Testin of Water Mains 02/0b/2013 �A � .�.� �- �- - •-- -- 33 OS 10 Utilit Trench Excavation, Embedment and Backfill 12/12/2016 '" �S-�� +.�r-� � �; 33 05 13 Frame, Cover and Grade Rin s— Cast Iron 01122/20i6 33 O5 13.10 Frame, Cover and Grade Rin s— Cozxi osite 01/2212�16 33 05 14 Adjusting Manholes, Inlets, Val�e BoXes, and Other Structures to 12/20/2012 Grade 33 QS 1G Concrete Water Vaulis 12/2Q/2�12 33 OS 17 Concrete Collars 12/20/2012 33 OS 20 Au er Borin 12/20/2012 �3-Efy-�i - - - -- i �. _ � �, �. 33 QS 22 Steel Casin Pi e 12f20/2012 �-tl�-Z"� � �_�8�; � ' ' 33 05 24 Lnstallation of Carrier Pi e in Casin �r Tuxaz�el Liner Plate 0611912�13 33 OS 26 Utilit MarkerslLoeators 12/2Q12012 33 QS 3a Location of Exisiin Utilitias 12/20/2012 33 11 �l5 Bolts, Nuts, and Gaskets 12/20/2412 33 11 10 Ductile Iron Pi e 12/20/2012 33 11 11 Ductile Iron Fittzn s I2/2012012 33 11 12 Pol in 1 Chloride PVC Pressure Pi e 11/16/2018 �'� c -� r - - _ , ;�-�• %��- �" � �--�--�4 #3� � � - - »�-�� =' �a:, .. _- 33 12 10 Water Sezviees 1-inch to 2-inch 02/14/2017 r.3--�i—i-L - � - - - . 33 12 20 Resilient Seated Gate Valve 12/20/2D12 i =.,�; t�r�' i0.� q�i,�,��„�rz � _ - -��,..�y -. 33 1 Z 25 Connection to Existin Water Mains 02/0b12013 33 12 30 Cornbinatifln Air Valve Asserriblies for Potable Wat�r S ste,tns 1 2/20120 1 2 33 12 �0 Fire H drants 01/03/2014 CITY OF FORT WORTH Norlh Tarrarrt �xpress Segrrtenf 3C STANAARD CONSTEiUC�1dN 3PECIFICATION flOCUMENTS Utility Assambly 35 .W-U-0517 Revised Apri! 1, 2Q21 00 oa o0 STANDARD COAfSTRUCTION 3PECIFICATI03V DOCllNiEA1TS Page 7 oi' 9 33 12 50 Water Sarn le Stations �--�� " �-- 33 12 60 Standard B1ow-off Va1ve Assembl 06/19/2013 � ..�. . . w__ , -_ � �. _ , _ � ir _ _ . _ _ ' _ _ ' _ _ _ ' L 5„�. - � '! ' .. ' ' �.�1 • ' �.,r,i �,,, _ � � . .ss `Ec • �. ��:. _ , . - .. .. . _ _ ._ _ . _ �. . � '-- ---- - -- ,�..i ' ._ ---' .r .. - •-...�. . --�--�---� <i n s�.-cr�' �t r 33 39 10 Cast-in-Piace Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Man�oles 12/20/2012 - - - - - .� --- - -��s� � i k ., , - ' rees�-� � 4� --- - ._ •---- '------ --- ----- _n! � , __�. _ . _- +i-! -�cl - - - - - - . - . � - _ — �- - ��i _ � f • � � �Y, . _._ __ _ r-; __ _ - _.. . ��, , . _ . _ � �� - � . �,�, . � � -..-..,�_+ t - , �;L , a.,� - ��1...,;---- :_ �� -��'PY�; r Division 34 - Tr�ns ortation .y-. -� .., _...�.. �,.�i� -�` � ��+ �h,, . f ,r �o� i�,_��i� _ W nc1 �..., t . .. � .:CC1l1Ti r �-�--i�n - '- :w.:.+�`, .� _ . -- - _,�4 ?�;-.� r �� _ .. •� -- � � -'---- 7r�?- i - — „ �� - - _-'at _'�?$ �. .- _�.�..�. __ _ _^_ .. .. •a A� .r�� ` � - - - - �^$�"��' - • � � ,A A� . . ... _ �.3,. i�. , _ • �,�,!'�- 1L f � ., �,�^'�c _ . . _ a� - - `:� $� -... '- � 1 A�. _ . � .�.__�_-- ----- - _ -.�., �, . � � . . _ ._... _ =.n-�' - - ��.' . ba,_ 34 71 13 Traffic Control [See Plan Sheet for TCP req�irements & TCP 11/22/20I 3 Plans included in the Utilik AssernbI CITY OF FORT WORTH Nwlh Ta�7a�r1 Cxpress Segment 3C STANDARD CONSTR[JCTI�N SPECIFICATION AOCUivfENTS lltiliiy Assembly 35W-U-0517 Revised Ap�til 1, 2021 00 0o ao STANTIAFtb CONSTI2UCTION 5PECIFICATIOI�! DOCUNfSNTS Page 8 af 9 �H�ldr � ...^.s�.� :� "'=-: � = �:,,. ,,... �y ...,�� y 1-: � JT r e ` ai: :. �ei-=.=.. "-"� �' _. , END OF SECTION G1TY OF F�RT WORTH Nor1h Tarrar�l Eapi•ess Segmenl3C STA�DAKD CONSTRUCTION SPECIFICATIpN DOGUMENTS Utility Assembly 35W-1J-0577 Revised April 1, 2021 D12500-1 SUBSTITUi'ION PROCEDURES Page I of 5 i 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 1D ll �z 13 14 15 sECTioN oi �� ao SUBSTITUT14N PROCEDIJRES A. Section lncludas: 1. The procedure for r�cYuesting tha approval of substitution of a produet that is not equivalent to a praduct which is specified by descripti�e or perfarmance criteria or defin�d by reference to 1 or mare of the following: a. Name of manufacturer b. Name of vendar c. Trade name d. Catalog number 2. Svbstitutions are not "or-eyuals". B. Deviations from this City of Fort Worth Standard Specificatian 1. None. 16 C. Related Specification Sections include, but are not necessarily 1'imited to: I17 , - _ .. � � , . �. � � 18 - l. Division 1-- General Requirements 19 1.3� PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 l. Work associated with this Itern is considered subsidiary to the �arious items bid. 22 No separate payment will be alIawed for this Item. 23 1.3 REFERENCES [1�10T USED] i 24 1.4 .ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 34 40 A. Reques# fo�• Substitution - Gene�•al l. Within 30 days after award aiContraci (unless noted otherwise), the City will cnnsider %rmal requests from ContractQr for substitution of prodc�cts i.n plaee of those specified. 2. Certain types of equipment and kinds of material are described in Specificatians by means of references to names of manufacturers and vendors, trade names, ar cataIog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer`s or vendor's names, trade nart�es, or catalog numbers, p�•ovided said products are'br-equals," as determined by City. 3. Other types of equipment aud kinds of material may be acceptable substitutions under the foll.ovving conditions: a. Or-eyuals are unavailabl� due to strike, discontinued production of praducts t�neeting speci�ed requirements, or other factors beyand coiltrol of Contractoa'; oa'� CITY QF FQRT WORTH 3TANDARD CpNSTRUCTIQN SPECIFICATTON UOCIJMENTS Revised Apri120, 2U21 Nar•!h Tar�•anl Expr•ess Segruent 3C i7ttlity Asse�nbly 356Y-r1=0517 o�asoa-a SUBSTITIIT]DN PROCEI}URES Page2af5 i b. Contractor proposes a cost andlnr time i�eduction incentive to the City. 2 1.5 SUBMTTTALS 3 A. Se� Request for Substitution Form (attached} 4 B. Proced�re far Requesiing Substitutian 5 1, Substitution shall be considered anly: � a. After award of Contract 7 b, Under the conditions stated herein 8 9 10 11 12 13 14 15 16 �7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 2. Subznit 3 copies of each written request for s.u6stitution, iilciuding: a. Documentation 1) Cozr�plet� data substantiating corzipliance of proposed substitution with Contract Documents 2j I3ata relating to changes in construction schedule, when a reduction is proposed 3} Data relating to changes in cost b. For products 1 } Prodnct identification a} Manuiacturer's name b} Telephone number and representative c:ontact name e} Specifieatian Seciion or Drawing reference of originall� specified product, including discrete name or tag number assigned ta original produet in the Contract Documents 2} Manufacturer's literature cl�arly inarked to show compliance of proposed product with Cpntl�act Documents 3) Itemizad comparison of original and proposed product addressing product characteris#ics i�cluding, but nat necessarily limited ta: a) Size b) Compositian or materials of canstruction c) Weight d) E�ectrical or inechanical r�quirements 4) Praduct experience a) Locatian af past proj�cts utiilizing product b) Name and telephone n�mber of persons assaciated with refer�nced projects knowiedgeable concerning proposed product c) A�ailahle field data and reports assaciated with proposed �roduct 5) Samples a) Provide at requ�st of City. b) Samples become the property of the Ci#y. c. For oonstruction rnethods: 1) Detailed description ofpraposed methoti 2) Illustration drawings C. Approval or Rejection 42 1. Wz•itten appro�al or rejection of substitution given by the Cify 43 2. Gity reseives the right to require proposed product to cornply with color and pattern 44 of specified product if necessary to secure design intent. 4S ' " _ . 46 . CITY OP FORT WQRTH Noi'ih Tarvanl Ex,vr•ess 5egmenf 3C STANpARD CONSTRUCTION SP�.CIFICATI�N AOCUM�NTS Uliliry Rssembly 35W-U-0517 Re�ised Apri120, 2021 01250U-3 SUBSTITUTIdN PROC�D�JRES Page 3 of 5 , i I i 2 3 4 5 6 7 8 ' No additional caniract time will be given for substitu#ian. ' Substitation will be rej�cted if: a. Submittal is not through the Contraetor with his stamp of approval b. Request is not made in accordance with this Sgeeification Section c. In the City's opinion, aeceptance will requice substantial revision of the original d�sign d. In the Cify's opinion, substitution wiil not perform adeyuately the f�nction consistent with the desig�n intent 9 1.6 ACTION SUB11uTTALS/INFORMATIONAL SUBNIITTALS [I�TOT USED] 10 1.7 CLOSEOiTT SUBMITTALS [lii�T USED] 11 1.8 NiAINTENANCE MATERIAL SUSMITTALS [N�T USED] 12 1.9 QUALITY ASSUR.ANCE 33 14 15 l6 i7 18 19 20 21 22 23 24 A. In mak.ing request for substitution or in using ai� ap�roved product, the Cantractor represents that the Contractor: 1, Has investigatec� proposed product, and has determined that it is adequate or superior in ali respecis to that speciiied, and that it will perform funetion far which it is intended 2. �V ill provide sarne guarantee for substitu.te item as for product specified 3. Will coordinate instalIation of accepted substitution into Work, to iiicIude building mociifications if necessary, making such changes as may be required for Work to be comple�e in ali respects 4. Waives all claitns for additional costs related to substitution which subsequently arise L10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [liTOT USED] 26 1.12 WARRANTY [NOT USED] 2'1 PART � � PR�DUCTS [1vQT U�ED] 28 PART 3- EXECUTION [NOT U�ED] 29 34 END OF SECT�ON Re�ision Lag , DATE NAME SUMMARY OF CHANGE 31 G1TY OF FORT WORTH STAAIDAAD COt+15'�`RUCTION SP�CIFICATIOIV D{7CLIMENTS Re�ised April 20, 2021 Nw7A Tarr'mt! Exp�'ess 5egment 3C Ulilrty ,4sserubly 35W-U-0517 012500-4 SUBSTITUTION PROCEDURES Page 4 of 5 1 2 3 4 5 6 7 8 9 1� i1 12 13 1 �} 15 16 17 18 19 20 21 22 23 24 25 26 27 28 24 3a 31 32 33 34 35 36 37 38 34 40 41 42 43 �F4 45 46 47 48 �F9 SO EXI3IBIT A REQUEST FaR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the follawing praduct instead of the speci�ed i#em for the above praject: SECTIDN PARAGRAPH SPECIFIED 1TEM Propased Substitution: Reason far Subsfitution: Include complete infaranation on changes to Drawings a�id/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building d�sign, inclt�ding engineering and detailing costs caused by the requested substitutio�i? B. What effect does substitution have on ather trades? C. Differences between praposed s�bstitution and spec�fied i#e�n7 D. Differerrces in product cost or prodUct delivery tim.e? E. Manufacturer's guarantees of the proposed and �pecifi�d iterns are: Equa1 Better (explaiii on attachinent) The undersigr�ed states that the functian, appearance and qualiiy are equivalent or supeeior to the speci�ed item. Submitted By: For Use by City Signature as nated FiiYn Address Date Telephone For Use by City; Recommended Recommended Nat j•ecommended Received Iate By Date Remarks CITY OF FORT WORTH S'I'ANbAItD CQNSTRUCT[pN 5PECIFICAT[ON �OCUMENTS Revised April 2a, 2Q21 North Tar•r•an1 Expr•ess 3egment 3C Ulrlity+flsseinbly 3SW-U=QSl7 oizsoo-s. SUBS'I'I'CUTIOIV PROCEUURES Page 5 of5 City Approved Date Rejeated ClTY OF FORT WORTH Nor•1h Tar1•anP Expf•ess Seganerr! 3C STANDAKU CQNS7'RUCTION SPECIFICATION DOCUMENTS Utilify Asseru8ly 35W-U-0517 Revised Apri[ 20, 2Q21 Q[ 31 19- 1 PRECONSTRUCTION MEETING Page 1 of 3 � 3 PART1- GENERAL 4 1.1 S"UMMARY SECTION O1 3i 19 PRECQNSTRUCTION MEETING S A. Section Includes; 6 1. Provisions for the preconstructian meeting to be held prior to the start of Work to 7 clarify constructinn contract administratian procedures 8 B, De�iations fram this City of ForC Worth Standard Specification 9 1. None. �a I 11 12 13 1.2 C, Related Specificatian Sectians include, but are not necessarily limited to: l. � : � a,` "'�-. �,.-T�-=--� -,'i�F -- • .a r ' �-�.+.r+i r�i 2. Division 1-- Gene;•al RequiremenYs PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Paynient 1.5 1. Work associated with this Item is considered subsidiary to the �arious items bid. 16 No separate payment will be allowed for this Item, 17 1.3 REFER�NCES [NOT USED] 18 1.4 ADIVILNISTRATIVE REQUIREMENTS 19 A. Caordination 20 l. Attend preconstruction meeting. 21 2. Representatives of ContractQr, subcantractors and suppliers attendiug ineetings 22 shall be qualified and authorized to act on behalf of the entity each j•apresents. 23 3. Meeting administered by City may be tape recorded, 24 a. If record�d, tap�s will be used to prepare minutes and i�etained by City foc 25 future reference. 26 27 28 29 30 31 32 33 34 35 36 37 3S B. Preconstruction Meeting 1. A preconstruction meeting will he held within 14 days after the execution of the Agreement and before Wa�•k is started. � � 2. 'I'he �-�" Project Represetttative will preside at the meeti�ag, prepare the notes of tha meeting and disti�ibute copies of same to all participants who so request by fully coinpleting the attendance form to be circ�lated at the beginning of the meeting. 3. Attenda�ice shall include: a. Praject Represen�ative b. Contractor's project manager c. Gontractor's superintendent d. Any subcontractor or supplier representatives whom the Contractar may d.esire ta invita ar the City �nay reque�t CITY OF FQRT WORTH Nar1h Tar•r•anl Exp��ess Seglr�end 3C STANDARb CONSTRUCTIQN SPECIFICATION DOCUMENTS U111ilyAssembly 35W-U-p5I7 Revised Apti120, 2021 0131 {9-2 PR�COAfSTRUCTION MEETING Page 2 of 3 i I � 2 3 4 5 6 7 S 9 1Q lI 12 13 14 15 16 17 18 1I Za 21 2,2 23 24 25 26 27 28 29 30 31 32 33 � 34 35 36 37 38 3R 40 41 42 43 44 45 4. 5. CTTY OP FORT WORTH STAN�ARD COhISTRUCTI0I+1 SPECIPICATIOiV DOCUMENTS Revised April 20, 2021 e. City representati�es f. Others as appropriate Canstruction ScMedule a. Prepare baseline construction schedule in accordance with Section O1 32 � 6 and provide at Preconstiruction Meeting. b. City wilj nofify Contractor of any scheduIe chan�es upon Notice of Preconstruetion Meeting. Pr�liminary Agenda may include: a. Int�•oductian of Proj ect Personnel b. General Description of Projecf c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Tiine £ Notice to Proceed g. Canstruction Staking ls. Progress Payments i, Extra Work and Change Order Pracedur�s j, Field Orders k. Disposal Site Letter for Waste Matearial 1. Insurance Renewals m. Payroll Certificatian n. Material Certificafions and Quality Contral Testing o. Puhlic Safety and Canvenience p. Documentati.on of Pre-Canstruction Conditions q. Weekend Work Noti�cation r. Legal Holidays s. Trench Safety Plans t. Confi�led Space Entry Standards u. Coordination with the City's representative fnr operations of existing wa#er systems v. Storm Water Pollution Preveniion Plan w. Caordination with other Contractors x. �arly Warni»g System _ Special Conditians applicable to the project A �; • _ Damages Claims t,.�. Submittal Prnoedures a�b�i Substitution Procedures d�:c . Correspondence Routing e�dc� Record Drawings �e� Temporary co�struction facilitzes �g:n M/WBE or MBE/SBE procedures #�g;: _. _Final Acceptance ' •hF ,, Final Payment ��_Questions orComments Nm��h Tarr�anl Exp�•ess Segmen! 3C Ulrlrty �tssentbly 35W-U-0517 O1 31 19-3 PRECONSTIZUCTION MH�TII+IG Page 3 of 3 l 2 3 4 5 6 7 8 9 1.� SUBNIITTALS [NOT USED] 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 1.� CLOSEOUT Si1BMITTALS [NDT USED] 1.8 MAiNTENANCE MATER�AI, SUBMITTALS [NOT USED] 1.9 QUALITY ASSi]RAliTCE [NOT USED� 1.I0 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT CTSED] 1.12 WARRAI+ITY [NOT USED] PART 2 - PRODUCTS [NOT USED] 1 Q PART 3- EXECUTION [NOT LTSED] 11 12 END QF SECTION Ravision Log DATE NAME SUMMARY �F CHANGE 13 C1TY OF FORT WORTH Norfh Tatrartl Gxpi�ess 3egnienf 3C STANDARD CONSTAUC"�ION SPECIFICATION DOCUMENT3 UPrlity Asse�nbry .�SY[�-U-0517 Revised Apri120, 2a21 013216-1 CONSTRUCTION PRO�RE55 SCHEDULE Page 1 of S 1 2 SECT�ON 0132 � b CONSTRiTCTION PROGRE.SS SCHEDULE 3 PART 1- GENERAI. 4 1.1 SUMMARY 5 6 7 8 9 �a Yr 12 A. Section Includes: 1. General requirements for the preparatio�, subxnittal., updating, status reporting and managenner�t of the Canstruction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth 5chedu�e Guidance Dncument B. Deviations from this Ciiy of Fort Worth Standard Specification 1. Ivladifed 1.2A.1 2. Added 1.2A.2 13 C. Re�ated Specification Sections znclude, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Divisian I— General Requirements 16 1.2 PRICE AND PAYMENT PROCEDLTRES 17 A. Measurement and Paynaent 18 1. ilnit Price - Work associated with this Item is considered subsidiary to tY�e various 19 items bid. No separate payment will be allowed for this Item. 20 2. Lmm� Sum Price - Work assvciated with this Item is inclnded iu the tutal lum,p 21 sum price. 22 1.3 REFERENCES 23 24 25 26 27 28 29 30 3S 32 33 34 3S 36 37 38 39 A. Deimitions 1. Schedule Tiers a. Tier 1- Na schedule submittal required by cantract. Small, brief duration prajects b. Tier 2- No schedule subm.ittal required by contract, but will re.quire same milestone dates. Small, brief duration projects c. Tier 3- Schedule submittal required by contract as described in t}ze �pecification and herein. Majority of City prajects, including all bond program parojeets d. Tier 4- Schedule submittal required by contraet as described in the Specification and herein. La�rge andlor complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental en.tity e. Tier 5- Schedule submitta� required by contract as described in the Specification anc� herei�, Larg� and/nr very complex projecfs with long durations, high public visibility 1} Examples might include a water or wastewater treatment pla�t C1TY OF FQRT WORTH STANDARD CONSTRUCTION SPECIF'ICATI03V nQCUME]V'I'� — WATER FACiLITY PROIECTS Revised daly 1, 201 I Noi7H Tat•ran! Express Segmer�i 3C Utility.4ssembly35[�Y U-0517 Q13216-2 CON3TIAUCTIO7V AROGRE55 SCHEDULE Page 2 of S I 2 3 4 5 6 7 8 2. Baseline Schedule - Initial seh�dule submitted before work laegins that vwill serve as the baseline far measuring progress and departuxes from the schedule, 3. Progress Schedule - Monthly submittal of a progress schedule docuznentzng progress on the project and any chang�;s anticipa�ed. 4. Schedufe Narrative - Concise narirative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B, Referenca Standards i. City of Fort Worth Schedule Guidance Document 9 ].4 ADMINISTRATIVE REQUIItEMENTS 1Q 11 12 13 14 1S 16 17 IS I4 A. Baseline Schedule 1. General a. Prepare a cast-loaded baseline Sche.dule using approved so$ware and the Critical Path Method (CPM} as required in the City of Fart Worth Schedule Guidance Document. b. Review the draft cost-lo.aded haseline Sehedule with the City to demonstrate understanding of the work to be performed and know� issues and constraints related to the schedule, c. Designate an authorized represen.tatz�e (Project Scheduler) respansibl� ior developing and updating the schedule and preparing reports, 20 B. Progress Schedule 21 1, Update tk�e progress Schedule monthly as required in ihe City of Fort Worth 22 Schedule Guidance Documexit. 23 2, Prepare the Sch�dule Narra�ive to accompany the monthly progress Schedule. 24 3. Change Orders 25 a. Incorporate approved change orders, resultir�g in a change of eontract time, in 26 the haseline Schedule in accordance with City of Fart Worth Schedule 27 Guidance Document. 28 C. Responsibility for Schedu�e Connpliance 29 1. Whenever it becames apparent from the current progress Schedule and CPM Status 30 Repart that delays to the critical path have resulted and the Contract completion 31 date will not be met, or when sa directed by the City, make some or a11 of the 32 following actions at no additional cost to the City 33 a. 5ubmit a Recovery Plan to tlie City %r approval revised baseline Schedule 34 outlining; 35 1) A written statement of the steps intended to take to remove or arrest the 36 deIay to the critica] path in the approved scb.edule 37 2) Inereas� construction manpawer in such quantities and crafts as will 38 substantially eliminate the backlog af work and retuzn current Schedule to 39 meet projected haseline completion dates 40 3) Increase the number of �vorking hours per shift, shifts per day, working 41 days per week, the amount of canstruction equipment, ar any combination �2 of the foregoing, suffieieaatly to substantially eliminate the backlog of wark 43 4) Reschedule activities to achieve maximum practical coneuz7reney of 44 aceomplishtn:ent of activities, and comp.ly with the revised schedule CITY OF FORT WORTH STANDARa CONSTRUCTION Nor!!i Tarrarel Eapress Segrre�zl3C SPECIFICA�'ION �QCiJMEi*!TS — WATSR FACILITY AROJECTS Cltility,4ssembly 35W-i1-0577 Revised 7uly 1, 201 l 013216-3 CONSTRUC'FI.QN PROGRESS SCHEDULB Paga 3 of 5 1 2. If no written statement oFthe steps intendsd to take is submitted when so requested 2 by the City, the City may direct the Contractor to increase ihe level of effort in 3 ma�power {trades), equipment and w�rk schedule (overti.me, weekend and holiday 4 work, eta) to be employed by tl�e Contractor in order ta remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. Na additional cost for such work will be co�sidered. 10 lI 12 13 i4 1S 16 17 l8 19 20 21 22 23 24 25 26 27 as 29 30 31 32 33 34 35 36 37 38 39 4p 41 42 43 44 4S 46 47 48 D. The Contract completion time will lie adjusted only for causes speeified in this Contract. a. Requests for an extension of any Gontract campletion date must be supplementec� with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to deiermine whether the requested ex�ension of time ss entitjed under the provisions of this Contract. a) The City vvi11, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractar, in writing thereof. 2) If the City finds that the requested e�ension af time is entitled, the City's detez�mination as to the iotal number of days allowed for the extensions shall be based upon the approved total baseline sehedule and an all data relevant to the extension, a) Such data shall be included in the next updating of the Pragress schedule. b) Actual delays in activities which, according to the Baseline sc�edule, do not affect any Contract eoxnpletion date shown by the critical path in the network will not be the basis foz' a change therein. 2. 3. Submit each request for change in Contract campletion date to the City rvithin 30 days after the beginning af the delay for which a time �xtension is requested but befare the c�ate of final payment under tlus Contract. a. No time extension will be granted fbr requests which are not submitted within the foregaing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect khe effects Qf job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and okher unforeseeable conditians which may indicate schedule adjustrnen�s or completion time extensians. 1) Under such conditions, the City will direct the Contractor to reschedule the �uvork or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule aceordingly. a) No additional connpensation �ill be made to the Contractor for such sehedule changes except �or unavoidabYe overall cantract time extensions beyond tha actual completion of unafFected work, in r�hich case the Contractar shall take all possible actian to minirtaize any tizne extension and any� additional cost to the C.ity, b) Available float time in the Baseline schedule may be used by the City as vvell as by the Contractor. Float or slack time is defined as the amo.unt of time between the earliest start date and the latest start date or betvveen the earliest finish date and the latest finish date af a chain of activities on the Baseline Schedule. C1TY OF FOl2T WORTH STANDARD CONSTf�UCT10N SPEC1FiCATION DOCLJMETITS— WATER FACILITY PROJECTS Re�ised ]uly 1, 2411 Narlh Tm•�wnt Express 5egment 3C Utilrty �ssembly 35W-U 0577 Ol 32 f 6- 4 CONSTRUCTIOA! PROGRESS SCI-I�DULE Page 4 of 5 1 2 3 � 5 6 7 8 9 10 11 12 13 14 15 16 17 18 13 2D 21 a. Float or slaek time is not for the exclusive use or benefit of either the Contractor or the City. b, Proceed wi�h work accordzng to early start dates, and tha City sha11 have the right to resc;rve and apportion float time according ta the needs of the project. c. Acicr�owledge an.d agree that actual delays, affecting paths af aetivities containing float time, will not have any effect upon contract completian times, providing that thc actual delay does nat exceed the f�oat time associated with thase activities. E. Cnordinating Schedule with Other Contract Schedules 1. Where work is ta be performed undar this Contract concurrently with or contingent u�aon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the othex contracts. a. Obtain the schedules of'the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes it�. }ais sehedule when indicated by changes in corre�ponding schedules. 2. In case ofinterference between �he operations of different con�ractors, the City will dete�rmine the work pz-iority af each contractor and the sequence of woark necessary ta expedite the cornpletion of the entire Project. a, In such oases, the decision of tha City shall be accepted as final. b. The temporary delay af any work due to such circumstances shall not 6e considered as justification for clai�s for additianal cozn.pensation. 22 1.� SiTBMITTALS 23 A. Bas�line Schedule 24 25 26 27 28 29 1. Suhmit Schedule in native file fortnat and pdf format as required in the City of Fart Worth ScheduIe Guidanee Document. a. Native file format includes: 1) Primavera {P6 or Primavera Coniractor) 2. Submit draft baseline �chedule to City prior to the pre-construction meeting and hriug in hard copy to the meet�g for review and discussion. 30 B. Progress Schedule 3 i 1. Subnnit progress Schedule in native file fortn.at and pdf fdrmat as required in #he 32 City of Fort Warth Sclaedule Guidance Document. 33 2. Submii progress Schedule monthly no latar than the last day of tl�e month. 34 35 36 37 38 C. Schet�ule Narrative 1. 5uhmit the schedule narrative in pdf format as required in the City of Fort Worth Schedu.le Guidance Document. 2. Submit sch�dule narrative monthly tao later than the las� day of the month. D. Submittal Process 39 1, The City administers and manages schedules through Buzzsaw. 40 2, Contractor shall submzt documents as required in the City of Fort Worth Schedule �41 Guidance Document. 42 3. Once the projeet has been comp�eted and Final Acceptance has been issued by the 43 City, na further progress scb.edules are required. CITY QF FORT WORTH S7'ANDARD CpNSTRUCT{ON Nortlt Tnrj•an1 E.�press Segm�nl.?C 5PBCIFICATION DOCUMENTS-- WA`C�12 FACILITY PROJECTS Udilidy,4ssem81y35W-U-05i7 Revised 7uly I, 2011 013218-5 CO]VSTRUCTION PROGRSSS SGHEDULE Page 5 of 5 1 I.b ACTI�N SUBMITTALS/INFO1iMATIONAL �UBIWIITTAL� [NOT USED] 2 1.7 GLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress 5chedule shall be 6 experienced in the prepaz�atioaa of schedules of similar complexity. 7 B. Schedule and supparting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 G. Cor�tractor is responsible for the quality of a31 submittals iu this sectian meeting the 10 standard of care for the constr�.iction indusiry %r similar projects. 1 i 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDIT�ONS [NOT USED] S 3 1.1� WAItR.ANTY [NOT U�ED] 14 PART � � PRODUCT� [NOT USED] IS PART 3- EXECU'i'YON [NOT USED] i 6 END OF SECTION 17 18 Revision Log DATE NAM� SUMMARY OF CHANGE CiTY dP �'ORT WDRTH STANDARD CONSTRUCTION NortJ� Tar•ranl Express Segmer�t 3C SPECIFICATI03�I DOCUMENTS — WATER �'ACiLITY PROJECTS Ulili .ry gssemhly 35W-U-0517 Revised 7uly 1, 201 I 013233-1 PRHCONSTRUC7'ION VIDBO Page 1 of 2 SECTION 013� 33 PRECONSTRUCTIQN VIDEO PART 1 - GENERAL 2.1 SUMMARY A, Section Ineludes: 1. Administrative and procedural requirements for: a. Preca�nstruction Videos B. Deviatians from this City of Fort Worth Standard Specification 1. Non�. C. Relat�d Specif'ication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Di�ision 1— General Requirements 1.� PRICE AND PAYMENT PROCEDLTRES A. Measurement and Paymen.t 1. Work associated wikh this Item is considered subsi.di.ary to the various items hid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USEDj 1.4 ADMINISTRATIVE REQUIREMENT� A. Preconstruction Video 1. Produce a preconstruction video oithe site/alignment, including all areas in the vicinity of and to be affected by constr�ctian. a. Provida digital oopy of video upon requ�st by the City. 2. Retain a copy of tk�e preconstruction video until the end of the maintenance surety period. 1.S SUBMITTALS [NOT USED] 1.6 ACTION SUSMITTALS/INFORMAT�ONAL 6LTBMITTALS [NOT IISED] 1.7 CLO�EOUT SUBMITTAL� [NOT IISED] 1.8 MAINTENANCE MATERI�I, SUBMTTTALS [NOT USED] 1.9 QUALITY ASSLTRA,,NC� [N�T USED] 1.10 DELIVERY, STORA.GE, AND HANDLIN�G [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT TJSED] 1.12 WARRANTY [NOT CTSED] PART 2 - PRODUCTS [NOT [7SED] C1TY OP FORT WORTH Norll� Tarrant Express 5egment 3C STANDARp CONSTRUCTION SPECIFICATIQN DOCU�vIENTS Utilily Assembly 35W-U-Q517 Revised July I, 2Q11 013233-2 PRECONSTRUCTIO]�I VID�O Page 2 of 2 PART 3 - EXECUTION [NOT U5ED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PpRT WORTH NorCh Tarrai�l C�press Segrnenl 3C STANDARD CONSTRUCTION SPECIFICATION �OCUIvIEI�fTS Udi�ity �lsse�r�bly 35W-U-0517 Revised ]uly I, 2011 oi33ao-� SUBMITTALS Page I of 8 � � 3 PART1- GENERAL 4 1.1 SUMMARY S 6 7 8 9 10 Ii I2 l3 14 l 15 16 sECTro�r ai 33 ao suBn�ITTALs A. Section Includes; 1. General methods and require�nents of submissions applicable ta the following Wark-related submittals: a. Shop Drawings b. Product Data (including Standard Product List s�bmittals) c. 5amples d. Mock Ups B. Deviations from this City of Fart Worth Standard Specification 1. None. C. Related Specification Sectians include, but are not iieoessarily lirnited to: ,. i' ' � . ' . �k, - Divisian 1 — General Requirements n- _- 17 1.2 PRICE AND PAYINEN'I' PROCEDURES 18 A. Measurement a�id Payment 19 I. Work associated with tlais Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQU�MENTS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination l. Notify tlie Ciiy in w�•iting, at the time �f submittal, af any deviatians. in the submittals froin the requirements of Y.he Contract Docurnents, 2. Coordination of Submittal Tifnes a. Prepare, pyioritize and transmit each submittaI sufficiently in advance of pei�farming thc related Work or other applicable activities, or within the time specified i�i tlie individual Work Sectians, of the Specificatinns. b. Cantractar is responsible such that the installation will not be delayed by processing times including, but nat limited to: a} Disapproval and resubinittal (if required} b} Coor�tination w+ith other suhmittals C} T�5tltig d) Purchasing e} Fabrication f� Delivery g} Similar sequenced activities c. No extensinr� of �ime will be authorized because of the Contractor's failure to transmit submittals suificiently in advance of the Work, ct�rY or roxT v�oRTH STANDARD CONS'I'RUC7'IQN SPL�CIPICATE�N DOCUMENTS Revised April 20, 2D21 Norfh 7a1•r'ant Cxp�ess Seg�rienl3C Utilij+ �lssenrb�y 33'W-U-OS17 013300-2 SiJSMITTALS Page 2 af 8 1 2 3 4 5 6 7 8 9 i0 11 l2 l3 l4 15 16 17 I8 19 24 d. Make submittals promptly in aecordance witlz approved scHedule, and in such sequance as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering l. When submitting shap drawings ar s.amples, utitize a 9-charaeter submittal cross- reference identifieation numbering system in the following manner: a, llse the �rst 6 digits of the applicable Speeification Section Number. b. For the next 2 digits number use numbers 01-99 to seyuentially number eaeli initial separate item or drawing suhmitted under each specific S�ction number. c. Last use a letter, A-Z, indicating the resubmission of the sam�: drawing (i.e. A=2nd submissian, B=3rd subznission, C=4th submission, etc.}. A typical submittal number would be as follows: 03 30 a0-�&-B 1} 03 30 00 is the Specification Section %r Conerete 2) 08 is the eighth initial submittal under this Specification Sectian 3) B is the third s�tbmissian (sec.ond resubmissionj of that particular shop drawing C. Con#ractor Cert�fication 21 1. Review shop drawings, praduct data and samples, including those by 22 subcontractars, prioc to submission to detercnine and verify the fallawing: 23 a. Field measurements 24 b. Field const�•uction criteria 25 c. Catalog nunnbers and similar data 26 d. Confarrr�aa�ce with tlie Coratract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 2S with a Certificatian Statement affixed incl.uding: 29 a. Tlae Cantractor's Carrspany name 30 b. Signature of submittal reviewer 31 c. Cet�fiification Statement 32 1) `By this suhmittal, I hereby represent that I have determined and verified 33 field measurements, field consfructi.on criteria, materials, dimensions, 34 catalog numbers and similar c�ata and I have checked and coordinatad each 35 item with ather applicable approved shop drawings." 36 37 38 39 40 41 42 43 44 45 46 47 D. Submittal Fo�rnat 1. Fald shap drawings la�•ger than 8'h inches x l 1 inches to 8'/z inches x 1 l inches. 2. Bind shop drawings and produ¢t data sheets togethei•. 3. Order a. Cover Sheet 1 } Description of Packet 2} Contractor Certification b. List of items / Tab�e of Contents c. Produot Da#a /�hop Drawings/Samples /Calculations E, Submittal Cantent 1. The date of submission and the dates of any pre�ious submissions 2. The Prn,�eet titie and number CITY OF FORT W�RTH 5TANDARB CONSTRUCTION SPECiFICATIflt�f DDCUM�NTS Revised Apri120, 2021 Nw•rh Tar•ranl Bxpress Segnrenf 3C U[i!i!y Assembly 35W-U-DS17 oi 33 oa- 3 SUSMITTALS Fage 3 af 8 3. Cantractor identificatian 2 4. The names of: 3 a. Cont�•actor 4 h. 5upplier S c. Manufacturer 6 S. Identification of the produc�, with the Specification Sectiion �umber, page and '1 paragraph(s) S 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical featur�s of the Work or matei-ials 10 8. Applicable standards, such as ASTM a�• Federal Speci�cation nunabe�•s 11 9. Identi�icatian by highlighting of deviations fro�n Contra.ct Documents 12 10. Identifcation by highlighting of re�isions on resubmittaIs l3 11. An 8-inch x 3-ineh blank space for Cantractor and City stamps 14 is l6 17 18 I9 Za 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4t 42 43 44 45 46 F. Shop Drawings 1. As specifie�l in individual Work Sections includes, but is nat nece�sarily limited to: a. Custom-prepared data such as fabi°ication and erectianlinstallation {�vorking) drawings b. Scheduled information c, Setting diagrams d. Actual shopwork manufacturing instructions e, Custom fiemplates f. Spec�a] wiring rliagratns g. Coot•dination drawings h. Individual system or equipment inspection and test repoi�ts including: 1 } Aerforinance curves and ¢ertifications i, As applicahle to the Wark 2. Details a. Relation of tl�e various parts ta the 3nain memhers and lines of the structu�•e b. Where cot•rect fabrication ofthe Work depends upon fiald m�asurements 1) Pro�ide such measurements ai�d nate on the drawings prior to subtnitting %r approval, G. Product Data 1. For subrnittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals oi product data fo�• products no.t included an the City's Standard Praduct List, submittai data may include, but is npt necessarily limited to: a. Sfiaiidard p�•epared data for manufactured products (sotnetimes referred to as catalag data) 1) Such as the manufacturer's product specification ar�d instal�ation instructions 2) Availability of calors and patterns 3) Manufacturer's prii�ted statements of cornpliances and applicability 4) Roughitig-in diagrams and templates 5) Catalog cuts 6) Praduct phatagraphs 7) S�andard wiring diagrams CITY O� �i7RT WqRTH 3TAt1DARD CONSTRUC'PION SPEC11�iCA7'ION DOCUMEN'I'S Revised April 2Q, 2U21 Nor•!h Trrrr�rrni F,a�r•ess Segment 3C Uriliry rlssenrbly 35YY-(I-OSI7 0133OQ-4 SUI�MITTALS Page 4 of 8 6 7 8) Printed performance curves and operational-range diagrams 9) Production or quality cantral inspection and test reports and certifications l0) Mill rep�rts 11) Product operating and maintenance instructions and recommended spare-parts lis#ing and printed product warranties 12) As applicable to the Work H. Samples 8 1_ As specified in individual Sections, include, but are not necessarily limited to; 9 a. Physical exatnples of the Work such as: 10 1) Sections of manufactureci or fabricated Vlrark 11 2) Smal1 cuis or containers of materials 12 3) Compl�te units of repetitiveiy used products colorltex�urelpaitern swatches 13 and range sets ] 4 4) Specirnens for coardination of visual effect 1S 5) Graphic symbols and units of Work to be used by the City for independent 16 inspection and testing, as applicable to th� Work 17 18 19 2U 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 44 45 4b 47 I. Do not start Work rec�uiring a shop drawing, sample ar praduct data nor any material to be fabrica#ed or installed prior to the approval o.r q�alified approval af such item. 1. Fabrication perfarmed, rnaterials purchased or on-site canstruction accornplished which daes nat conform to approved shop drawings and data is at the Contractar's risk. 2. The City will not be liable for any expense or delay due ta carrections ar remedies required to accornplish confor�nity. 3. Complete project Work, materials, fabrication, and insfallations in conformance with approved shop drawings, applicable samples, and product data. 3. Sub�nittal Distribution 1, Electranic Distribuiion a. Confirm development of Project directory for electronic subinittals to be uploaded to City's Buzzsaw site, or another ext�rnai FTP site approved by the City. b. Shop Drawings l) Upload submittal to designated project directory and notify appropriate City representatives via emaii of submittal posting. 2) Hard Copies a} 3 copies for all submittals b) If Contractor requires more than I hard capy of Shop Drawings returned, Contractor shall submit inore than the number af copies listed above. c. Produet Data 1} Upload subinittal to designated project di�•eetory and notify appropriate City representatives via e►naiI of submittaI posting. 2) Ha.rd Copies a} 3 copies for aIl submittats d. San�pies 1} Distribu�ed to the Project Represe�itative 2. Hard Copy Distribution (if required in lieu of electronic distribution) a. Shop Drawings C1TY OF FORT WOILTH STANI7ARp C�NSTRUCTION SPECIFICATION DOCUMENTS Revised April 20, 2D21 Norlh Tar•rant E'xpress Seg�irenl3C Utrlity Assembly 35W-U-0517 a�33oo-s SUBMITTALS Page 5 of S 1 2 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 2$ 29 3� 31 32 33 34 35 36 37 38 39 4U 41 42 43 44 45 46 47 1) Distributed to the City 2) Copies a} 8 copies %r mechanical submittals b} 7 capies %r all other submitials c} If Coniractor requires mare than 3 copies of Shop Drawings returned, Contractor sha11 subtnit rnore than the number of copies listed above. b. Product Data 1} Distribuied to the City 2} Copies a) 4 aopies c. Samples 1) Distributed to the Aroject Representative 2} Copies a) Submit the number stated in the respective Specification Sections. 3. Disti•ibute reproductions af approved shap drawings and copies of approved product data and satnples, where requited, to �he job site file and elsewhere as direcied by the City. a. Provide numbe�• of copies as directed by the City but not exceeding the number previously specified. K. Submitta] Review C 4, � 1. The review of sh�p drawings, data and samples will be foY� general canformance with the design concept and Contract Documents, This is not to he construed as: a. Perjnitting any depart�re froin the Contract �•eyuirenaents b. Relieving the Coniractor of responsibility for any er��ors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otlierwise provided herein 2. The review and approval of shop drawi��gs, samples or product data 6y the City does nat relieve the Contractor from his/her responsibility with regard to the fulfilIment of tl�e tej�ns of the Cantract. a. All risks of error and omissian are assumed by the Contractor, and the City will have no responsibility therefare. The Contractor remains a•esponsible far details and accur�cy, for coordinating tlie Work with all other associated work and trades, far se�ecEing fabricatian processes, for tecliniques of assernbly and foi• perforining Work in a safe manner. If the shap drawings, data or samples as submitted describe variatians and show a depa��ture fi•am the Contract requirements which City fnds to be in the interest of the City a�id to be sa minor as not to invol�e a change in Contract Price or time for perfot�rrtance, the City may return the re�iewed drawings without noting an exception. Subrr�ittals wi1] be returned to the Contractor under 1 ofthe following cades: a. Code 1 �) "NO EXCEPTIONS TAKEN" is assigned whan there are no nota#ions or comments on the submittaE. a) When returned under this code the Contractor may refease the equipment and/or materiai for manufacture. b, Code 2 CITY OF FORT WQRTH STANDARD COI�25TRi7CT[ON SPECIF[GATION I]OCUNIEI�lTS Revised April 2�, 2Q21 Norlh Ter•1•anP E'xpress Se$t�tenl 3C Utilifj� Asse��bly 35W-U-OSI T 01 33 QO - 6 SUBMITTALS Page 6 oF 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the no#a#io�s and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or mataria! for manufacture; 4 however, all natations and comments must be incflrporated into the 5 final product. c. 9 10 11 12 l3 1 �4 15 16 i7 18 19 20 21 22 23 24 25 26 27 28 29 34 3l 32 33 34 35 36 37 38 39 4d 4t 42 43 44 45 d. Code 3 1} "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notafions and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equ.ipment or material for manufacture; howe�er, all notations and eamments �nust be incorporated into the final product. b} This resubmittal is to addrt�ss all corr�rz�ents, omissians and non-conforming items that were noted. c) Resubmittal is to be received l�y the City within 15 Calez�dar Days of the date of the City's transmittal requiring the resubtnittal. Code 4 l) "NOT APPROVED" is assigned when the submittal daes nat meet the intent of the Contract Documents. a) The Contractar must resubmit the entire package revised to bring. th� submittal into conforrriance. b) It may be necessary to resubnni# using a ciifferent manufacturer/vendor to meet the Con�•act Docurrtents. 6. Resubmittals a. Haudled in the same mannei• as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other sirnilar method a) At Contractvr's risk if not marked b. Submittals for each item wil� be reviewed no more than twice at the City's expense, 1} All subsequent reviews will be p�rfos•med at times convenient #o the City and at the Contraetor's expense, based an the City's or City Representative's then prevailing rates. 2) Frovide Contractor reimhursement to the City within 30 Calendar Days for all such fees in�oiced by the City. c. The need for �nore th�n 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor ta an eartension of Contraat Time. 7. Partial Submiitals a. City reserves the right to not review subrnittals deemed partial, at the City's discretion. b. Submittais deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. Tl�e City rna� at its option provide a list or �nark the submittal directing the Contractor to the areas that ate incomplete. 46 $. If the Contractor considars any carrection indicated an the s�►op drawings ta 47 constitute a change to the Contract Dacuments, then written notice must be �S p�•ovidad th�reofto the City at least 7 Calendar Days peior to release for 49 rr�anufacture. GiTY OF FORT WORTH North Tananl Ea�ress Segnrent 3G S'I'A3VT7AItb CnMSTRUCTION SFECIFICATION IIOCUMENTS (Jliliry.4ssex�bly 35W-U-Q517 12evised April 2D, 2021 oi 33 ao-� SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the constructian in accordance therewith and no fizrther 3 cl�anges therein except upon written instructions fi•om the City. 4 10. Each submittal, appropriateIy coded, will be returned within 30 Calendar Days 5 following x•eceipt of subinittal hy the City. 6 L. l�ilaok ups 7 1, Mock Up units as speci�ed in individual Sections, inc�ude., but are not ilecessa�•i1y 8 limited to, co�nplete units of the standard of acceptance for that type of Work to be 9 used on the Frojec�. Remove atthe completian afthe VVork or when directed. 10 M, Qualificatians 11 1. If speciiicalIy required in other Sections of these Specifications, sub�nit a P.E. 12 Certi�cation far each item required. 13 14 15 1b 17 18 19 20 N. Reyuest far Information {RFI) i. Contractar Request for additional in#'oiTnation a. Cla�•i�cation or interpretation ofthe contract documen�s b. When the Contractor belie�es there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1j Identify the conflict atid request clarification 2. Use the Request for Information (RFI} form provided by the City. 21 3. Numbering of RFI 22 a. Prefix v,+ith "RFI" fallowed by series number, "-xxx", beginning with "Q1" and 23 increasing sequentially vvith each additional transmittal. 24 4. Suffcient information sliall be attac�ed ta permit a written response without further 25 infnrmatiori, 2b S. The City will log each request and wi11 review the request. 27 a. If review of the praject infoi�nation request indicates that a change to the 28 Contract Documents is required, the City wilI issue a Field Order or Ghange 29 Order, as apprapriate, 30 1.� SUBMITTALS [NOT USED] 31 1.G ACTYON SUBMITTALSIINFO1tMATIQNAL SUBMITTALS [NOT USED] 32 1.'9 CLOSEOUT SUBNIITTALS [NOT USED] 33 1.8 MA1111TEN.ANCE MAT�RIAL SUBMITTALS [NOT USED� 34 1.9 QUAL�TY ASSURA,NCE [NOT USED] 35 I.10 DELNERY, STOR.AGE, AND FIANDLING [NOT US�D] 36 111 FIELD [SITE] C�NDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] C1TY Q� FQRT WORTH Nor•lh Tar•ren� Expr•ess Segrrrent 3C STANDAItb CONSTR[]CTIpN SPEC[FICATION �OCUMEi�3TS UtilityAssenrbl�> 35i3� U-0517 Revised April 20, 2021 013300-8 SUBMITTALS Page 8 of 8 1 PART 2 � PRODUCTS [1�i�T USED] 2 PART 3- E�ECUTIOIii [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2Q12 D, Joh�son 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH North Tart axt Eepress Segvtent 3C STANDARD CON3TRUCTION SPECI�3CATION DOClT3vfENTS Utrlriy Assembly 35W-U-05I7 Ravisad Apri120, 2021 013513-1 SPECIAL PRdd�C'I' PRdCEDURES Pag� I of 8 1 SECTION 013� 13 2 SPECIAL PROJECT PROC�DURES I_7 ;r�.�,.. . '. �� . ..,,. . ."""' "i. � 1. � "'"' "7j�^i-.+'. � ._ — _ _ " •af .�� 4 PART1- GENERAL 5 1.1 SUMMARY b 7 8 9 10 11 12 13 14 15 16 i� 18 19 Za 21 22 23 I 24 2S 26 27 28 29 30 31 32 33 34 35 36 �% 38 39 �io A. Section Includes: 1. The proced�res for special praject circumstances that includas, but is not limited to: a. Coordination with the Texas Department of Transpaitafian b. Vi�ork near High Voltage Lines c. Confined Space Entry Program d. Air Pollutia�n Watch Days e. Use of Explosives, Drop Weight, �tc. f. Water Dapartment Notification g. Public Notification Prior to Beginning Construction , . , . • , �. u ,;,�s -.. , � '1, Dust Control a i, �mplayee Parking , ...._ }.., ..._ _. >�. , . ^ �.,.. .� -•--- -------+,' ti _. . .--- -------- -- - ' - - z. �. . .. . _ .. �- t _ —="i,T ,`:. � . . , yn , � B. Deviations from this City of Fort Worth Standard Specific�tion 1. None.. C. Related Specification Sectians include, but a�•e not �ZecessariIy lunited to; a ' ' T � ---• - ..._ .— -h,•- � - -- :: �d+, _ �--� , . .. � -'' '-- � �`—. .�--_-- - _ _ — - - - - -�,.. . . � ; .1. Di�ision 1 — General Require�nents -% Section 33 12 25 — Connaction to Existing Wat�r Mains �_'� Dn�, _ T�INOT UaEDI a � �� . , �. �� .� ,:11 L,e ...,:,d �.. .,� F1.� 1...,... .. ., h:.� F.. D.,.l.....,d C'+..�.«.1..,..a:,... `�. . �. � ,►e��.:i:,.�,:..., e �fi6i3 ' �� •� � aa:�:..,,..i r....,....�.,,.o ' 1„�..,....,.,� !'+..,..��:F..�,.,+.,., CITY OF FORT WORTH STA%IDARD COI�lSTRl1CTION SPECIFICATION DOCUMENTS Revised April2Q, 2021 Norlh Taivarrl Cxpress Segnren� 3C Utility ,4sse�itb�y 35W-U-QS17 o13s �3-z SPECIAL PROJECT PROCEDURES Page 2 aF 8 i 1 �. ._ .3 . . � � . x. �_ � 2 ,. , at� 3 4 - �+...,..t.�., �ti:� �� :��-�-.�.ir.-n� 5 ' ,.�z� , 6 � A�eesc�e� ,� ��, , . � . .. ._ � � , -_ -- - ' .z- - 8 . � g .� l0 1 I �`a: 12 . ' �- N=:,.,. ►.•.� ..�..�� : ��,.,,,,: 13 a-} 14 rt _ ��,�z: 15 .� nrt,,.,. . r�� „ .,+ea , �:+t, �..:t,_ . l6 �„ .,.w„� :,.,.�,� —� 17 � -�k . ,. 18 _ �� - - - . ,:�� wn .,ij..,..ea �. ,, �� . i9 � KL� REFERENCES 20 A. Reference Standards 21 l 22 � 23 1 24 2 25 I 26 27 Reference standa�rds cited in this Specification refer to the curr�nt reference standaxd published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. Hea�th and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. �- ..... „ — '� 28 �� Z ADIVIINISTRAT�VE REQUIREMENTS 29 30 31 32 33 34 35 3G i A. Coordiiiatinn with fhe Texas Department of Transpartation i. When work in the right-of-way which is under the jurisdiction ofthe Texas Department of Transporta#ion (TxDOT): a. Notify th� Texas Deparhnent of Transpar�afion prior to comme�cing any wQrk therein in accardance with the provisions ofthe per�nit b. All work pe��fo�7ned in the TatDOT right-of-way shall he perfo��ned in compliance wi�h and subject to approvaI frnm ihe Texas Departrnent of Transpartation 37 B. Work uear High VoItage Lines 38 l. Regulatory Require�nents. 39 a. Ail Work near High Voltage Lines {more than 600 volts measuretl b�tween 40 conductars ar between a conducto�• and the ground) shall be in accordance with 4l Health and Safely Code, TitIe 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within l0 feet nf high voltage lines will require the fojlowing �45 safety features C1TY OF POItT WORTH Narth Tmvan1 Express Segment 3C STANDARI] COitlSTRUCTIQN SPECIFICATION DOCll3vIF,NTS UfiJrty Asserrrbl3� 35W-U-QS! � Revised April 2D, 2021 O13513-3 5PECIALPROJ�CTPROCEDURES Fage 3 of S 1 2 3 4 5 6 7 8 9 ia 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 3d 37 38 39 40 41 42 43 44 a. Insulating cage-type flf guard about the boom or arm b. Insulator links on the lift hook connections far back hoes or dippers c. Equipment must meet the safety requirements as set farth by OSHA and the sa%ty requirements of the owner of the high voltage lines 4. Wark within 6 Feet of high voltage electric lines a. Notification shall be given to: 1) The p.ower company (example: ONCOR} a) Maintain an accurate log of all such ealls to power company and recorc3 action taken in each case. b. Coordination with power cornpany 1} After notification coordinate with the power company to: a} Erect temporary mechanical barriers, de-energize the lines, or raise or lower the �ines c. No personne] may vvork within 6 feet of a high voltage line before ihe abo�e requirements have been met. G Canfined Space Entry Prograzn 1. Pro.vide and follow approved Confined Spaee EnEry Progi�am ii; accordance with OSHA requiremen#s. 2. Confined Spaces include: a. Manholes b. All othez• can�ned spaces in accordance with OSHA's Permii Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the fol(owing guidelines relating to working on �-construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) b:OQ a.m. ta 10:00 a.�n. 2. Watch Days a. The Tea�as Commission on Environmental Quality {TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:OQ p.m. on the afternoon priar to the WATGH day. , . . . . � � ,.� � � - + ,� s..:.,s,.�-.-^�,,.R,_�,o�e a�aksu�(;. . � E. TCEQ Air Permit 1. Obtain TCEQ Air Peimit %r construction activi�ies per requirements of TCEQ. 45 F. Use of ExpIosives, Drop Weight, Etc. 46 1. When Contract Documents permit on the project the following wi11 apply: 47 a. Public Notificatian C1TY OF FaRT WORTH Nol•th 7"arran� Expe•ess Segmenr 3C STAN�ARD CONSTRUCTION SPECIFiCATION �OCUMENTS Utility.4ssernbly 35W-U-051T Revised Apri120, 2021 013513-4 SP�CIAL PROJHCT PROCE�URES Page 4 of 8 1 1 j Submit notice to City and prooi of adequate insurance caverage, 24 hours 2 prior ta cornmencing. 3 2) Minitnuxn 24 hour public notification in accordance with Sectian O1 31 l3 G. Water Depariment Coordination 5 1. During the construction ofthis project, it will be necessary to deactivate, for a 6 period of time, existing lines. The Contractor shall be requir�d to caordinate with 7 the Water Department to determine the best times for deactivating and actir�ating 8 those lines. 10 11 12 13 I4 15 16 17 �S 19 ZO 2l 22 23 24 25 26 27 28 29 34 31 32 33 34 35 36 37 38 39 40 �1 42 43 44 45 2. Coordinate any e�ent that will require connecting to ar the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Sectio�i 33 12 25. b. �f needed, obtain a hydrant watei• meter from ihe Water Department for use during the life of narned project. c. ln the event that a vwater valve on an existing live system be turned off and on ta accammodate the construction of the project is required, coardinate this activity through the appropriate City representative. 1) Da not operate water line �alves af eacisting water system. a) Failure to comply will render t�e Contractor in vialation of Texas Penal Code Title 7, Chapter 28.03 (Crirninal Mischiei�} and the Contractor will be pros�cuted to the full extent af the law. b) ln addition, the Cor�traetor will assume all liabilities and responsibili�i�s as a r�sult of these actions, H. Pitblic Notification Arior to Beginning Cons.truction I. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a natice or flyer of the pending construction to th� front daor of each residence or business that will be impaeted by construction. The notice shajl he prepared as follows: a. Post notice or flyer 7 days prioi• to beginning any constructio� activity a�� each block in the praject area. 1) Prepare flyer an the Contractor's letterhead and include the following information: a) Name af Projecr b) Ciiy Frojec� No (CPN} c) Scope of Project (i.e, type of construction activity) d} Actual construction duration vviihin the btock e) Name of f1�e contractor's foreman and phane number � Name of the City's inspector and phone number g} City's after-hours phone number 2) A sample af the `pre-construction notificatian' flyei• is attached as Exhibit A. 3) Submit schedule showing the consiruction start and finish time for each block of the project to the inspecto�•, 4) Deliver flyer to the City Inspector for review prior to distributio�. b. No construction wi11 he allowed to begin an any block until the flyer is delivered to all residents o�the block. 46 I. Public Notificatioi� of Tempora�y Water Service Interruption during Construction CITY pF FORT Va ORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Revised April 20, 2021 Not•!h Tarrcmt Express Segnienl3C Ulility Asse�r�bly 3SW-U-0517 bI 35 13 -5 SPECIAI. PROJ�CT PROC�DlIRES Page 5 aF8 1 2 3 4 5 b 7 8 9 14 11 12 l3 l4 15 16 I7 18 [4 20 21 22 23 24 25 26 27 28 29 30 3f 32 33 �� 35 �V 37 38 39 40 41 42 43 44 45 46 47 1. In the event it becomes necessary to tempararily shut down water service to residents or businesses during construction, prepare and deliver a no.tica or flyer of the pending interruption to the front door of eaah affected resident. 2. Prepared notice as follows: a. The notif cation or flyer shall be posted 24 hours prior to the temporary inte�•ruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Numher 3) Date of the interrupfion of service 4) Period the interruption will take place 5) Name af the contractor's foreman and phone number 6) Name of tne City's inspectar and phone numb�r c. A satnple of the temporary water service interruptian nati�cation is attached as Exhibit B, d. D�liver a copy of the temporary interruption noti�oation to the City inspectar for re�iew prior to b�ing distributed. e. No interruption of water service can occur until the flyer has been deli�ered to all affected residents and businesses. £ Electronic �ei•sions of the sample flyers can be obtained fi•om the Project Construction Inspector. �,�� .,. � � �,. � � �� n .. , � � � � �� .�1�=�...:s,....,...,..�c,:.<., �.:.;..� ��..:.._:....:A � , . , , . �.- --��a�tert � � e.��= .� A.#.�:+'..«..i .; �... .., ..� � � "Y I�'�: J L . • � * n....ne.. ..�.:�:+., ,.la,,,..,.,,,.� .� .,a.,..,,� „I.., i � �... . ,.a : ....a....,,.,. ir PsvJvv . - , �� ,E...r;+ . .,a� t„ r�:,., � .. , ..:�.,,..+:,.� ..F..,�..�:. ,� an„� f�=,.f .....i..,..,,� €�,.n., - .�....� ..,��t,�., , - � -- -- - T - �- J. Dust Control Use acce�atable measures to contro] dust at the Site. a, If water is used to control dust, captu�•e and properly dis�posa of waste water. CITY OF FOR'I' WOItT'H STANDARD CONSTRl7CT10T�! SPECIFICATIOH DOCUM�NTS Revisad Apri120, 2021 Noi•th Tar•ranl Eapress Segr+rent 3C Ufility Assem6lp 35W-U-OS! i 013513-6 SPECIALPROJ�CTPROCEDURES Page 6 af $ i � , b. If wet saw cutting is performed, capture and properly dispnse of sluriy. -f `r: . Employee Parking l. Provide parking for employees at locations approved by the City. -- - � � c.,.3;,,.rci.,ri-�:�i. � �;a�i _i-i�' ��._} � +� . f- ......�� ---•a ; -jH -�-t �� ..� tr� ' ..�. it�. �d nfi nl r...6:«cr n...i ' � v ' r .. _,. .r.;}�� ..�. , . - • . � y%� SUBNIITTALS [NOT USED] �1: ACTION SUBNIITTALSIINFOI2MATIONAL SUBMITTALS [NOT USED] ��1,=� CLOSEOUT SUBM�TTALS [1�tOT USED] ��L` MAINTENAI�TCE MATERIAL SUBMITTALS [NOT USEDI �91.ti QUALITY ASSi]RANCE [NOT USED] �81,9 DELIVERY, STORAGE, ANll HANDLING [NOT USED� �-�110 FIELD [S�TE] CONDITIONS [NOT USED] �i.1 � WARRANTY [1�TOT USED] 1 2 3 4 5 V 7 8 9 SO 11 12 13 S4 IS PART � � PRODUCTS [NOT USED] 16 I7 PART 3- EXECUTION [NOT USED] END OF SECTION 18 19 Revisian Log DATE NAME SUMMARY OF CHANG$ 1.4.8 — Added requirement of compiiance with Health and Safety Cnde, Title 9. 8/3 V2Q l2 D. Johnson Safety, Subfitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. I.4.E — Added Con�ta•actor responsibility for obtaining a TCEQ Air 1'eimit 20 CiTY OF FORT WORTH STAiVDAKD COA15TItUCTiOI�i SPECIFICATIOi1 DOCUMENTS Revised April 2Q, 2021 Nor�lh Tar•r�anl Ex�ress Segntenl 3C Ulrlity Assembly 35W-U-0S17 �1 35 [3 - 7 SPECIAL PROJECT PROCBDUK�S Page 7 of S 2 3 4 5 6 7 8 9 lo 17 12 13 EXHIBIT A (To be printed on Contractor's Letterhead} Da#e: CPN No.: Proj�ct Narne: Mapsco Location: Limits of Construction: � � � �� 14 15 16 17 1$ 19 20 2] 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 �H1S IS iB I��ORN9 YOU T'bpaY UiV��R A C�fV��Ci ll�.rlTH i�F �ITY O� f�ORi l�A�Tb, OUF� CBRfl��WY Id�l[LL 1f�O�K ON UiILITY LIPl�S OR! OR P►�OUR�� YOU� � �iOI�E Ril(. CQNSi�UCi19N lfVl�l� ��GfN R��R�XIf1�AiCLY S�VE� D�,1(S ��OR�I ib� �Ai� O� �FiIS NO�I��. I�' YQU HI,�l�� QU�SilOR1S �►�Ol]i ACC�S�, SE�URIiY, S,�►V�FTY OR AR�Y OiFi�R ISSLJ�, F��.�A�� CRL�: 14lYr. �CONTRACTOR'S SUPERIP1TEIdD�1�7"> A�' CiELE�FiQId� fdQ.� C�7:7 f�YP. �CITY IAESP�CTOCt� ►4� C i�LEPHIOPlE WO.� /��`�� :30 pM QR �N !�Rl��K�Id�S, P��A�� CpabL (�'97) 39� �306 PLEASE KEEP TN1S FLYER HANDY WHEN YOU CALL c�TY or �oxT wox�rH STANDARD CONS'I'RUC'CIpN SI'�CIPICt1TIpN DaCUMEIVi'S Revised Apri120, 2Q21 Nar•th Tar•ranl Expr•ess 5egrnent 3C Utility Assembl)� 35W-[J-0317 Ol 35 13 - 8 SPEC1Ai. PRO,IECT PROCEQURES Page B of 8 I� 2 EXHI$IT B ��R.'T" �� ► �� N�. �iL �+a3e� �s ��/��Jro MS �iv" �"��.�� l �� 6 �Y� �I i�� DUfl� "�'O 17T1i.17'Y IMPROV�MET+1'�'8 �N YOUR NLIGHBORHOOD, YOVR WA'I'ER S�RYICF WILL ��: YhTT'�RRiFNTEII OAC BETR'EEN T�� HOURS Q�' A,loiD iF YOU HAVE QY1E5T301�F$ A�O'C�T T�Ii5 SHLJTAU'�', f'I.�ASL CALL: MR. �T ..,._ (Cdri'1'IL4CTOR5 SilP�IiIN'C'ENDEt� ('PE[.�:PSOT+TE NIiMiBEli) OR MiL AT �� (CITY INSY�.C'�'OR) iTELEPHONE IVi1A'pSER) T�IS 11VCO1�iVER11EiYCE WIi.L BE AS SHORT A5 pOSST�LE. "CE�ANK Y�U, CQI�i'['RAC'i'OR 3 4 C1TY OF TQRT WORTFI Nar1h Tar��an1 Ex�ress 5egn�errd 3C - STANDARD COi*15TRUCTIQN SAECIFICATION DQCUMENTS Utility Assenrbly 3SW-U-05I7 Revised April Z0, 2021 1 014523-! TESTIAiiG ANI3 II�ISPECTION SERVICLS Page 1 of 2 1 2 SECTZ�l� Ql 45 23 TESTING AND INSPECTIQN SERVICES 3 PART 1 - GEIVERAL 4 1.1 SUMMARY 5 A. Section lncludes: 6 1. Testing and inspection seivices procedures and coordination 7 8 9 lO 11 B. D�viations frorn this City of Foit Worth Standard Speci�cation l. Nane. C, Related 5peci�cation Sections iuclude, but are not necessarily limited to: . . • ��_ '�...... .......... � .iis*�R�t'i"'~+�.. :+1i:,� '�'..'�'�_ "' �1" ki'..._.—'4 Division 1 -- General Requiremen�s i2 1.2 PItICE AND PAYMENT PROCEDURES 13 ]4 i5 i6 17 18 ]9 2Q 21 22 23 24 A. h�Ieasurement and Payment 1, Wark associated with Yhis Item is considered subsidiary to the v�•ious Itein.s bid. No separate payment will be allowed for t�is It�m. a. Cont�-acfior is responsib�e for performing, coordinating, and payment of all Quality Control testi��g. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) lf the first Quality Assurance test performed by the City faiIs, the Contractor is responsible for payment of subsequent Quality Assu�•ance testing until a passing test occurs. a) Final acceptance will not be iss�aed hy City untiI aIl required payments for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USEb] 26 1.4 ADNi1NISTRATIVE REQUIREMENTS 27 zs 29 30 31 32 33 34 35 36 37 3$ 39 �}0 A. Testing Complete t�sting in accordance with the Cantract Documenis. 2, Coordination a. When testing is f•equired to be perform�d hy the City, notify C.ity, s�fFciently in advanee, when testi��g is needed. b. When testing is required to be completed by the Contractor, natify City, sufficiently in advance, that testing will be performed. 3, Distribution of Testing Reports a. Electronic Distribution 1) Confii�n develop�nent of Project directory far electro.nic submittals to be uploadad to the City's document management system, or another external FTP site appro��d by the City. 2) Upload test reports to designated project directory and notify appropriate City representati�es �ia �mail oi submittaI posting. crmY a� �oxm waRTH STAi�DARD CONSTRIJCTION SPECIFICATION DOCUMENTS Revised April 20, 2021 NQrlh 7'm•f•an! �xpress Segu�ent 3C Ulility �tssentbly 35YY-U-OS17 014523-2 TESTING AND TNSPECTION SERVICES Page 2 nf 2 1 2 3 4 S 6 7 8 9 10 11 I2 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b, Hard Copy Distribution (if required in lieu of electronic distributionj 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests perFarmed by the Contractor a) Distribute 3 hard copies to City's Project Representat�ve 4. Provide City's Praject Representative with trip tickets for each delivered laad of Cancrete or Lime mat�rial including the following information: a. Name of pit b. Date oF�elivery c. Maierial deli�ered 13 B. Inspection 14 1. Inspection ar lack of inspection does not relieve the Contractor from obligation to l5 perfot-�n work �n aecordance with the Contract DocUinents. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBNIITTAL�/INFORMATIONAL SUBMiTTALS [NOT USED] 1 S 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 19 1.� 1V�AINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 L9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND FIANDLING jIrTOT USED] 22 23 24 25 26 27 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRAI�TTY [NOT USED] PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTIOI�T Revisipn Log DATE NAM� SUMMARY �F CHANGE CITY OF FOfiT WORTH STANDAttb CQN5712UCTION SPECIFICATIOt*� DOCUivIENTS Revised April 20, 2Q21 Nw7h Tar�•anf Expi•ess Segnrer�l3C Ulflrty rlsseuibly 35W-U-0517 oisooa-i 7'LMPQRARY FACILTTIES ANA CONTROLS Page 1 of 4 � 2 sECT�orr ox so 00 TEMPORARY �'ACILITIES AND CONTROLS 3 PART 1- GENERA.L 4 1.1 SUMMARY 5 A. �ection Ineludes: 6 1. Provide temporary facilities and contrals needed for the Work including, but not 7 necessarily limited to: 8 a. Tempora►y utilities 9 b. �anitauy facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of tlie construction site 13 B. De�iations from this City of Foi�t Worth Standard Specification I4 1. Norre. 15 C. Relatad Specificatian Sections include, but are no# necessarily liinited to: II6 1. ' � � . , . . . �� 17 2. Division 1— General Requirements _' .. « 18 1.2 PRYC� AND PAYMENT PROCEDURES 19 A, Measurement and Payment 2Q 1. Work assnciated with this itein is considered su6sidiaay to the �ariou.s Items bid. 21 Na separate payment will be ailawed for ihis Item, 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATN� REQUIREMENTS 24 25 26 27 28 29 30 ai 32 33 34 35 3b 37 38 39 40 A. Te�nparary Utilities 1. Obtaining Temporary Service a. Make artangements with utility setvice companies for temporary services. b. Abide by t•Ules and cegulations niufiility service companies or authorities havii�g jurisdiction. c. Be responsible for utility ser�ice costs until Work is approved for Final Acceptae�ce. 1} Incl�ded aee fuel, power, �ight, heat and othec utility services necessary foj' executi�n, completion, testing and initial operation nf Work. 2. Water a. Contracfor to provide water required for and in conneetian �,vitli Work to be performed and for speci�ed tests of piping, equipment, devices or ather use as required for the completion ofthe Work. b. Pro�ide and maintain adequate supply of potable water for damestic consumption by Cnntractor personne� and Ci.ty's Project Rep�•esentativ�s. c. Coardination 1} �ontact City 1 week before water faz• construction is desired C]TY OF FOR'f' 'WORTH STANDARD CQNSTRUCTION SPECIFICAT[ON DOCUM�NTS Re�ised Apri120, 2021 Not•!h Tar•rani Express Segmeni 3C Utility Asserr�bly 35W-(l-OS17 b15000-2 T�MPORARY FAGILI`I'I�S AND CQNTROLS Yage 2 af 4 l 2 3 4 5 6 7 8 9 to 4. !1 ]2 13 5. 14 rs 16 l7 18 I9 20 2i 22 23 2�4 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 34 40 41 d. Contractar Payment for Construction 1Water 1) Obtain construction water meter from City for paytt�ent as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric pawered setvice as required for Work, including testing of Work. 1} Provide pawer �nr lighting, operatian of equipment, or other use. b. Elec#ric power sar�ice includes temporary power service or generator to tnaintain operations during scheduled shutdown. Telephone a. Pro�ide emergency telephone service at Site for use by Contractor personnel and o.thers performing work or furnishing services at Site. Temparary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporaty heat arad ventilation to assure safe working conditions. B. Sanitary �acilities Provide and maintain sanitar� facilities for persons on Site. a. Comply with reg�lations of S.tate and local d�partments af health. Enforce use oi sanitary facilities by construc#ion pes•sonnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facili�ies. e. Collect and store sewage and waste so as not to causa nuisance oj• healfh prablem. d. Haul sewage and waste off-site at no less than weekly intervals and pcoperly dispose in accordance with applicable regulation. Locate facilifies near Work Site and keep cleau and maintained throughout Project. 1. 7 3. 4. Remove facilities at completion of PrQject C. Storage Sheds and Buildings 1. Pro�ide adequat�.ly ventilated, watertight, weathe�•proof storage facilities with flaor above ground level for materials and eguipment susceptib�e to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off graund, 3. �tore materiais in a neat and orderly manner. a, Place matet-ials and equiprnent to permit easy aceess for identification, inspection and inventory. 4. Equip buildsng with lockab�e doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to pro�ide storage environments acceptable to specified manufacturers. S. Fill and grade site %r temporary strt�cturas to provide drainage away from tempora�y and existing buildings. 6. Rerr�nve building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Pro�vide and maintain for the duratson or construction when required in cantract 44 documents 45 E, Dust Control C1TY OF FORT WORTH STANBARD COiVS'1'RUCTION SPECIFICATlON DOCIJN'[ENTS Ravised April 2Q, 2021 Not'th 7"ar•rarri Expr•eas SegmertJ 3C Ulility Assenthly 35W-U-0517 1 2 3 4 5 6 7 8 9 io I! l2 13 ]4 15 oisaoa-3 TEMPpRARY FACILITIES ANI7 CQNTROLS Page 3 of 4 1. Contractor is responsit�le for maintaining dust control through the duration of the proj ect. a. Cantractor remains on-call at all times b, Must respond in a tirt�ely manner F. Temporary Protection of Const�°uction 1. Contractor or subcontractors are responsible for protecting Work fram damage due ta weather. 1.� SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INI� URMATIONAL SiTBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERLAL Si7BNIITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLTNG [NOT iTSED] 1.11 FIELD [SITE] CONDYTIONS [I'1TOT USED] 1.1� WARRANTY [NOT USEDj ] 6 PART 2- PRODUCTS [NOT USED] 17 PART 3- EX�CUTION [NOT USED] ] 8 3.i INSTALLERS [NOT US�D] 19 3.2 EXAMINAT�ON [NOT USED] 20 3.3 PREPARATION [NOT USED] � 1 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities far duration af canstruction activities as needed. 24 3.5 [REPAIR] I [REST�RATION] 25 3.6 RE-INSTALLATION 2b 3.7 FIELD [oa] S�TE QUALITY CONTROL [NOT USED] 27 3.� 5Y5TEM STARTUP [NOT USEDJ 28 3.9 ADJUSTING [NOT LTSED] 29 3.10 CLE�INING [N�T USED] 30 3,11 CLOSEOUT ACTTVITIES 31 A. Tempora�y Facilities cr�r� nr raxr waxTH 3TAi�iDt�RD CONSTIillCTIOIV SYECIFTCP.TION bOCUMENTS Revised Apri12Q, 2021 Na�•Ih Tar•ranl Express Segnrerrt 3.0 Utrlity �ssen�bly 35W-U-0517 0150OD-4 TEMPORARY FACILITIB3 ANb COI�TROL3 Page 4 of 4 1 1. Retnove aIl temporaty facilities and restore area after corrtpletion of the Work, to a 2 condition equal ta or better than prior to start of Work. 3 3.1� PROTECTION [NOT USED] 4 3.13 NiA1NTENAliTCE [NOT USED} 3.14 ATTACIIMENTS [NOT USED� END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE � CITY OF FORT WORTH Narlh Tarrun! �xpt'ess 5egn�errl3C STANpARb CONSTRUGTION SPECIFICATIDN DOCUMENTS Ulilrry Asse�j�bly 35W-U-0317 Revised April 26, 2Q21 015526-I 3TREET iISE FERMIT AND MODIF'TCATIbNS Tp TRAFFIC CONTR�L Page 1 of 3 2 SECTION Ol �5 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1� GENERA�,1.1 SUMMARY 4 A. Section Include�; 5 1. Adnainistrati�e procedures for: 6 a. 5treet Use Permit 7 b. Modifieaiion of approved trafiic control 8 c, Removal of Street Signs 9 B. Deviations from this City of Fort Worth 5tandard Speeification 1. None, 10 C. Related Specification Sections incrude, bui are not necessarily Iimited to; 11 1. Division 0-- Bidding Requirement�, Contract Farms and Conditions of the Contraci 12 2. Division 1— General Requirements 13 3. Section 34 71 13 — Trafiic Control 1� 1.2 PRICE AND PAYMENT PROCEDURES 15 16 17 A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid, No separate payment will be allowed fvr this Item. I8 1.3 REFERENCES 19 A, Reference Standarc3s 20 1. Reference standards cited iza this specif cation refer io the current reference s.tandard 21 p�blished at the time af the latest revision date logged at the end of'this specification, 22 unless a date is specifically cited. 23 24 2S 26 27 zs 29 30 3i 32 33 34 35 36 37 2. Texas Manual on Uniform Traffic Control Devices (TMVTCD). 1.4 ADMINISTRATIVE REQLIIREMENT� A. Traffic ControI 1. General a, Contractor shall minimize lane clasures and ampact to vehicuFar/pedestrian traffic. b. When traffic control plans are included in the Drawings, provide Traffic Contro.l in accordance with Drawings and Seetian 34 71 13. c. Wh.en tra:ffic control plans are not iiicluded in the Drawings, prepare traffic control plans in accordance wi�h Sectian 34 71 13 and subzz�.it to City for review. 1) Allow minimum 1Q vtrorizing days for review of proposed Traf�c Contral, 2) A traffic control "Typioal" published by City of Fort Worth, the Texas Manual Unified Traffic Control Devices (TM[]TCD} or Texas Department oiTransportation (TxDOT) can be used as an alternative to CITY OF FORT WORTH STANDARA CONSTRiJCTIQN SPECIFICATI4N I]OCUMENTS Revised March 22, 2p21 Nor11i Tarranl Lxpress 3egment 3C U[ilily Assembly 35W-U-0517 015525-2 STREET USE PERMIT A1VA MOAlFICATION5 TO TRAFELC CONTROI. Page 2 af 3 38 39 40 41 42 43 44 �S 46 47 48 49 50 51 52 53 54 SS 56 57 58 59 60 6I b2 63 64 6S 66 preparing project/site specific traffic control plan zf the typical is applicable to the specific projectlsite. B. Street Use Permit 1. I'rior to installation of Traffic Control, a City Street Use Petmait is xequired. a. To abtain. Street Use Permit, suhmit Traffic Control Plans to City Transportation �nd Public Works Department. 1) Allow a minimum of 5 working days for permit revxew. 2) It is the Contractar's r�sponsibility to coordinate review of Traffic Control plans for �treet Use Pernut, such that construction is not d�layed. C. Modificatian to Appro�ed Traffic Control 1. Prior �o installation traffic control: a. Submit revised traffic control pians to City Department Transportation and Public Works Deparirnent. 1} Revise Traffic Contra! plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's respansibility to coordinate review of Traffic Contral plans for Street Use Permit, such that construction is not delayed. D. Removai of Street Sign 1. If it is determined that a street sign xr�ust be removed for construction, then contact City Transportation and Pu�aIic Works Department, Signs and Markings Division to remove the si.gn. E, Temporary Signage 1. Iv the case of regulatory signs, replace permanent sign with temparary sign meeting requirexn.ents af the latesi edition of the Texas Manual on LTniiarm Traific Contral Devices (MLT'TCD). 2. Install temporary sign before the removal of permanent sign. 3, When construction is complete, to the extent that the permanent sign can be xeinstalled, contact the City Transportation and Public Works Department, Signs ar�d Markings Divisian, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Can#rol Standards can be found an the City°s website. 67 1.� SUBMTTTALS [NOT USED] 68 A. Submit all required documentation to City's Project Representative. 69 1.6 ACTi�N SUBMITTALSIIlVFORMATIONAL SUBMITTALS [NOT LTSED] 1.7 70 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAII�iTENANCE MATERIAL 71 SUBIVViiITTALS [NOT USED] 1.9 QUALITY ASSUIZANCE [NOT USED] 1.10 DELNERY, 72 STORAGE, AND IIANDLING [NOT USED] 111 FIELD [STTE] CONDITIONS [NOT 73 USED] 1.12 WARRANTY [NOT USED] 74 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH Nar1H 1'arran! Eapress Seg�nent 3C STANDARD CONSTRIIGTIpN SPECIFICATION DOCUMEt�TS Utilily Assem8ly 35W-U-D517 Revised Marcli 22, 2021 015526-3 STREET LISE PERMIT AND MODIF'ICATIONS TQ TRAFFIC CONTAOL Page 3 of 3 75 PART 3- EXECUTION [NOT USED] �T� 77 END OF SECTION Revision Log DAT� NAME SUIVIMARY OF CHANGE 3/22/2021 M Owen 1.4 A. Added language to emphasize tc�inimizing of lane closures and impact to traffic. l,4 A. l. c. Added language to alEow for use af publislied traiiic control "Typicals" i applicahle to specific project/site. 1,4 F. 1) Removed reference to Suzzsaw 1.5 Added kangnage re: subinittal of perntit 7$ C1TY OF FORT WORTH Nor�k Tarranl F�press Segment 3C STAIVDARD CQNSTRiiCT1QN SPECIFICATIOR DOCUME3�TS Udility Asseml�ly 35b3'-U-0517 Revised Marol� 22, 2Q21 oi�000-i PRODUCT REQUIREMENTS Pa�e 1 of2 i I 2 3 PART 1- GEliiERAL � 1.1 SUMMARY SECTION 01 60 00 PR�DUCT REQUIREMENTS 5 A. Sectinn Includes: 6 1. References for Praduct Requirements and City Standard Products List 7 B. Dev�ations ii•om this City of Fort Warth Standard Specification 8 1. None. 9 C. Relat�d Speeification Sections include, but are not necessarily limited to: � 1� , T , . � ;. ' 11 ' Division 1— General Requirements i2 1,2 PR.�CE A1�TD PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [1�OT USED] l4 1.4 ADNIIIriISTRATIVE REQUIREMENTS 15 16 17 18 19 20 21 22 23 24 25 26 2'1 28 29 30 31 32 33 34 ---- � A. A list of City approved producis for use is loeated on Buzzsaw as follows: 1. Resources102 - Construction Doci.unentslStandard Products Lisf B. On1y products specifical�y included on City's Standard Product List in these Contract Documents shall be allowed for use an the Project. I. Any subsequently appro�ed praducts will anly he allowed for us� �pon speci�ic approval by the City. C. Any specific product requirements in the Contract Documents supersede si�nilar products included on the City's Standard Proc�uct List. 1. The City reserves the right to not allow products to be used for c�rtain pro�ects even thaugh the praduct is lis�ed on the City�'s Standard Product List. D. Although a speci�c pa•oduct is iucluded on City's Sta�idard Product List, not all products from that manufacturer ai•e approved for use, including hut not li�nited to, that mattufacturer's standard pradact. E. See Seetian O1 33 DO far submittal requirements of Product Data included on C�ty's Standard Froduot List. 1.� SUBMITTALS [NOT US�D] 1.6 ACTYON SUSMITTALS/INFORMATIONAL �UBMITTALS [NOT USED] l.i CLOSEOUT SUBMiTTALS [NOT USED] 1.8 MAINTENANCE 1VIATERIAL SUSMITTALS [N�T IISED] 1.9 Qi1ALITY ASSURANCE [NOT USED] C1TY OF FORT WORTH STAI�f�ARD CONSTRUCTION SPEGIFICATION DdCUMENTS Revised Apri126, 2021 Nol•th Tar•1•ant F�press Segr�teni 3C Utilily Asseu�6ly 3SW U-OSI7 O] 600D-2 PR�Dl1CT REQUIR�MENTS Page 2 of 2 1.1.0 DELIVERY, STORAGE, AND HANDLING [NOT USEDj 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [N4T USED] PART 3 - EXECUTION [NOT USED] END OF SECTI�N 7 Revision Log DATE NAME SUMMARY qF CHANGE 1 Q/12/12 D, dohnson Madifred Location of City's 5tandard Product List GITY OF FORT WORTH Nof•th Tarrant Expi•ess Seg�rrenl3C STAN17ARb CONSTRl1CTI0IwI SPECIFICATI0�1 DOCUMENTS Ulility Assent6l�� 35W-(1-D517 fte�ised Apri120, 2Q21 O166DO-1 PRQDUCT STORAGE At�ib I-lAT�l�LING REQUIREMEI*!T5 Pag� 1 of4 � � � SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 1 2 3 PART1- GENERAL 4 1.1 SUMMARY A. Section Includ�s: 1. Scheduling of product delivery 2. Packaging of products for delive�y 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh env'rronments B. Dev�ations from t�is City of �art Worth Standard S}�ecification l. None. C. Related Speeification Sections include, but are not necessarily limited to: 1. � - � . . . < < � _ . 2. Division l— General R�quirements 1.� PRYCE AND PAYMENT PROCEDURES 5 6 7 S 9 ro ]i 12 13 I 14 15 1b S 7 A. Measurement and Payrnent 18 l. Work associated with this Itam is considered subsidiaty to the various ltems bid. 19 Na sep.arate payment will be allowed for this Item. 20 1.3 REFERENCES [NUT USED] 21 1.4 ADNiINrSTRATIVE REQUIREMENTS [NOT i1SED� 22 1.5 SUSMITTALS [NOT USED] 23 I.b ACTION SUBMITTALS/INFORMATIOI�TAL SUSNLiTTALS [IiTOT USED] 24 L'� CLOSEOUT SUBNIITTALS [NOT USED] 25 1.$ MAINTEI�TANCE MATERIAL SUBMITTALS [NQT U�ED] L9 QUALITY ASSUItANCE [NOT USED] 1.10 DELIVERY A1�ID HANDLING 26 27 A. Delivery Requirements. 1. Schedule delivery of products or ec�uipment as required to a11ow timely installation anc� to avoid prolonged storage. 2, Provide appropriate persor�nel and equipment to receive deliveries. 3. Delivery tr�tcks wi11 not be permitted to wait extended periods nf time on the Site for persannel ar equiprnent to receive the delivery. 28 za 30 31 32 33 CITY OF F'OR'1' WORTH STANDARD CQNSTRUCTION SP�CIFICATION bOCl1M�N'I'3 Revised April 20, 2021 i'Vor��h Tarranl Express Segn�errt 3C lJfility Assembly 35W-U-OS17 0166OQ-2 PRODUCT STORAGE AND H.AN[�LING REQLJIREMENTS Pxge 2 nF4 i 4. Delivec products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and canst�•ucted to protect the contents from physical or 3 environmenfal damage. 4 S. Clearly and fuIly mark and identify as to manufaeturer, item a.nd installation 5 location. 6 6. Provide manufacturer's instructions for starage and handling. 7 B, Handling Requirements 8 1. Handle products ar equipment in accordance with these Cantract Dacuments and 9 manufacturer's �•ecomnnendations and insti�etions. ia 1[ 12 f3 14 SS l6 17 l8 3 14 2a 21 22 4 23 24 25 26 27 28 29 3� 3l 32 33 34 35 36 37 38 C. Storage Aequirements 1. Store tnaterials in accordance with manufactu�•er's recommendations and requirements of thase Specifications, 2. Make necessary provisions for safe stoz•age of materials and equipment. a. Place loose sail materials and materials to be incorparated into Work to prevent datnage to any par� of Work or existing facilities and to maintain free access at al! times to ali parts of Wark and to utility service company installations in viciniiy of Work. Keep materials and equipment neatly and compactly stored iu locations that will cause minimum inconvenience to other contracto�•s, public travel, adjoining owners, tenants and occupanis. a. Arrange storage to provida easy access for inspection. Restrict storage to areas available on construction site far storag� of matarial and equiptnent as shown nn Drawings, or approved by City's Project Representative. Provide off-site storage and protection when an-site siarage is not adeyuate. a. Provide addresses of and access to of%site starage 3ocations for inspection by City's Project Representati�e. 5. 6, Do not use lawns, grass plots or other private properiy for storage purposes without written pennission of owner or other person in possEssion or conti°ol of pre�nises, 7. Store in manufacturers' unopened containars. 8, Neatly, safely and compactly stacic materials delivered and stoa•ed along line of Work to a�void inconvenience and damage to praperty owners and general public and maintain at least 3 feet from fre hydrant. 9, Keep public and pj•ivate driveways. and street crassings open. l U. Repair or replac� damaged lawns, sidewalks, streets or other improvements to satisfaction af City's Praject Repres.entative. a. Total length whic�h materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City. 's Project Representative. CI'�Y OF F�RT WORTH STA?�DARb COI�FSTRUCTIQN SP�CIFICATIQIV DOCllMENTS Itevised April2p, 2D21 IVor•lh Terrr•unt Express Segmen! 3C Utility Asserrably 35W-U-D517 01 66 0D - 3 PRODiICT STORAG� ANb HAN�LII�fC REQUIREMENTS Page 3 of4 1 1.11 FTELD [SITE] CONDITIONS �NOT USED] 2 112 WARRANTY [NOT USED] 3 PART � - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 ]l 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.� REPAIR / RESTORATION [I�TOT USED] 3.6 REAINSTALLATION [NOT USED} 3.'7 FIELD [oR] SITE Q�CTALITY CONTROL 12 A. Tests and Inspections ! 3 1, Inspect all products or equipment delivered to the site p��ior to unloading, 1�4 B. Non-Confortning 1Nork 15 1. Reject all praducts or equipment that are damaged, used or in any other way I6 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 AD�T[TSTING [NOT USED] 19 3.10 CLEANING �NOT USED] 20 311 CLOSEOUT ACTN�TIES [NOT USED] 21 22 23 24 25 26 27 28 F� 30 3.1� PROTECTION A. Protect all p�'odUcts or equipraaent in accordance with manufacturer's written dir�ctions. B. Store products or equipment in location to avoid physical darnage to ite�ns while in storage. C. Protect equipment fram expasure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [liTOT USED] 3.14 ATTAC�IIVIENTS [NOT USED] END OF SECTION CITY 4P FpRT WORTH S'I'ANDARD CONSTRUCTION SPECIFICATIDN DOCUMENTS Revised Aptil 20, 2fl2 ] Norih Tar•rani Express 5egnterrJ 3C Ulrlrfp Assembly 35W-U-0517 01 66 QO - 4 PRODUCT STORAGE AND HANDLIAiG R�QUIR�IVIENTS P�$e 4 o f 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY qF FORT WORTf-I North Tat�rant Express Segment 3C STANDARI] CDN5TRi3CTIpN $PECiF1CAT10N DOCUM�NTS (Itrlity Rssembly 35W-U-0517 Revisec{ Apri120, 202 i o i �o ao - j MOBILIZATION A1VD REiv{OBILIZATION Page I of 4 2 PARTI- GENERAL 4 1.1 SUMMARY SECTIOIi� 0174 00 MOBILIZATION AND REMOBILIZATIQN A. Section Includes: 1p 1] 12 13 14 15 16 17 I8 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 3S 36 37 38 39 40 41 42 43 44 45 1. Mobilization and De�nobilization a. Mobilizatian 1) Transportation of Contractor's personnel, eyuipment, and operating supplies to the S ite 2} �stablishment of necessaty general facilities for the Contractor's operation at the Sit� 3) Premiums paid for perfotmance and payment bonds 4) Transportation niContractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Itelocatian of necessary general iacilities for the Contractor's opera#ian from 1 location to an�ther Iocation on t4ie Site. b. Demobilization 1) Transportation of Coniractar's personnej, equipment, a�ad operating supplies away fram the Site including disassembly 2} Site C1ean-up 3) Remo�al of all 6uildings andlor other facilities assembled at the Site for this Contract c. Mobilization and Demobil'ization do not include activities Fo�• specific items of work that are for whieh payment is provided elsewhe�•e in the contract. 2, Rernabiliza�ion a. Remobilization �or Suspension of Work speci�cally required in the Contract Docuaaaents or as required by Ciiy inc�udes: 1) Demobilization a} Transportation of Cnntractor's personnel, equip�ne�t, and operating suppIies from the Site inaluding disassembly or tempoi�rily securing equipment, supplies, and aiher faeilities as designated by the Can�act Documents necessa►y to s.uspend tk►e Wark, h) Site Clean-up as designated in the Cantract Docur►�ents 2) Remobilization a} Transportation of Contractor's persanne�, equipment, and ope�•ating supplies to the Site necessary to resume the Work. b} Establishment of necessary ge�eral facilities for the Cantractor's operation at tha Site necessaay to x•esume the Work. 3) No Payments will be rnade for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idie time c) L�st prof�ts 3. Mobilizations and Demobilizatian for Miscellaneous Projects a. Mobilization and Demobilization C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIT'ICATION DOCUMENTS Revised April 20, 2021 North Tarranl Express Segn�eMJ 3C UtrJrly Asse�r2bl�� 35W-U-(1517 at �000-z MOBILIZATIO%I ANI� FtEMOB]LIZATION Pagc 2 of 4 1 2 3 4 5 6 7 8 9 ]0 11 12 13 14 15 IG 17 IS 19 20 21 I 22 23 24 25 I) Mobilizatian shall c�nsist of the activities and cost on a Work Qrder basis necessary for: a} Transportation of Conttactor's personnel, equipment, and ope�•ating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contracta�•'s operation at the Site for the issued Wvrk Order 2) Demobilization shall cansist of th� activities and cost necessaty for: a} Transportation of Gontractar's personnel, equipment, and operating supplies from the 5ite including disassembly for each issued Work Order b} Siie Clean-up fnr each issved Work Order c} Removal of alI buildings ar other facilities assembled at the Site for each Work Oder b. Mobilization and Demabilization do not includ� activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization far IVliscellaneous Projects a. A MobiIization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours af the issuanee of the Work Order. B. Deviations from this City of Fort Wot�h 5tandard Specification 1. Nane, C. Reiated Specification Sections include, but are not necessarily fimited to: 1. w . . . _ _ . . .. _ . � �......, -- - � -- � . : ��, -.. �,.. 4 2. Division 1— General Requirements }:�. �� t �k]E�� r�i_�r.$� �c� �fTHi,� I'�'F.WI I� �1��1D�A_�: TO Wi 1TEM5 INCL[JDED Il'�T ESTIMATEI 26 � 27 �;�-a��i=-€� 28 �� 24 � T—�-'�n „-�-�:,i�� c. �:-�e�s �: 3Q �--F� 3[ � ' 32 - . . 33 *�}erv� 34 35 36 37 38 39 �44 41 42 43 44 45 46 47 . , _ ,-.._ .�� . �e�s a�.- �e� �� . �wo . �,.i, ..�,.� ,.._.o� .,.,a ,r.,+�.,.:.,.�� :.,...:�ti,»� : „...�,...,.� . .:.�.. .�.:.. �....�. .[ 77 s_ E• � � ,.L. ��c�„a,,,F�o,J Do...,,�.:t;.�,.,,�;,,.,�,; ,�«,1....,,.,.. ..si-, r'�,...«..,.,., ; 3e�t�e��s: -- Fi .�, . : , n,.....0�:��9�=�n „�a�.,,rs�o.-t .,, �e,.4:,.., � , . A•�� _ .�.,�. . �- ...., � , , � , Ei CITY OP �ORT WpRTH STANDARD CONSTEtUCTION SPECIFICATI0�1 DOCUNEENTS Revised April 2p, 2021 1'Jw•th Tarr•ant Expr•ess Segmenl 3C Utility Assembly 35W-U-0517 Ql 70 00 - 3 MOBILT�ATION AND REMOBILIZATION Page 3 af 4 . 1 . i . 1 2 3 � 5 6 7 $ 9 10 lI I2 13 14 15 16 17 I8 1� 2� Ll Zz 23 24 25 26 L� 28 2� 30 31 32 33 34 35 36 37 3ff 39 40 41 42 43 44 � � }� � � ' � u � � i� �rt..,. Wt..,tt w,. r..�.�.s.,.a ., ., r�,...F..,,.,. ri..:». : ,...aA.,... ,��th n,.f,..t�,� „F• c,,,,+;,,., nn �� nn �- > > �.t, ,t,:,, 1.,.... �r�vr,r ' ,� _•�y..., �...1 fl...w.,.,L,:f:.,.�*:.,.,� F,. AA.�,.�I}...,..�..:.� D.-:,: - �� , ,�.._ ,�� u�. .._ � ±.'., h--= ,� « �� « >, ?'�vcrn-ir�Fi�S. ne..�.,,E,;l:...,s;.�,.�. �4,n1] 1, .,,� �J '�tF 1--��. -a='k..',y.. 1�.t" k _ � �+�ie�� . -ii"vm�Y..-ariv^n-as ic�ciT - ,•�"vc`�a--.'rr"rQ�'i'�`�i. ; . : . •�. � .... . . I s e • 3tCI7t . �,3 . �� . �,t..,,.,....e..,o�. t...w:�. t.o..� �t,..tt �,e F..e.,�ti tie��:�...:,... ...,.� ��, .�� T � _ , cc » . � _ . . �---- � , St, �•' �� - ..f....,,. n..,. .,.� � ��.n�� : „�..,�„ T' � A.4.,L.:I:.�..e:..., ..� .Ie.,,....1.e.J :� C'e..+:...., 1 1 A A,.i . . A •�-r�a�/ � ��. . ,:, i �.,, ,�.,.,,�, x,.,. ,.+�.,a�.�, �[ _ -,a�_ ' ,REFERENCES [NOT IISEDj �� ' ADMINISTRATIVE REQUIREMENTS [NOT USED] • = � SUBMITTALS [NOT USED] " .� ` INFORMATIONAL SUBMITTALS [NOT USED] ,CLOSEOUT S[TBNIITTALS [NOT USED] • _� _MAINTENANCE MATERIAL SUBMITTALS [NOT USED] QUALITY ASSLTRANCE [NOT USED] " � - - - _DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY O�' PQRT WOR7'II STANDARD CONSTRllCTION SPECIFICATIpN bOCUMCNTS Revised April 20, 2023 North 7'artqnt Express Segnien! 3C Utility ,4ssembly 35W-U-OSi7 D1700D-4 MqIIILIZATIQA! AND REMDB[LIZA'I'IOM PAge 4 of 4 ' � � _�FIELD [SITE] CONDITIONS [NOT [1SED] 2 ��31.71 WARRANTY (IiTOT USED] 3 PART Z- PRDDUCTS [N�T USED] 4 PART 3- EXECU'TION [1`TOT USED] END OF SECTION Ravision I,og DATE NAME SUMMARY OF CHANGE CITY OF FORT WaRTH Not•lh Tan•anf Express Segmenl3C 57'ANT7ARI7 COI�lSTRUCI"ION SPECIFICATION DpCUMENTS UPility Assembly 35W-U-D517 Revised April 2Q, 2Q21 017123-1 CONSTRUCTION STAKING AiYD SURVEY Page l of 8 SECTION D1 il 23 CONSTRUCTION STAKING AND SURVEY PART 1- GEl�TERAL 1.1 SUMMAR.Y A, �ectian Includes: 1. Requirements far construction staking and construction survey B, De�iations from this City of Fort Worth S#andard Specification 1. Nane. C. Related Specificafiion Sectians include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contrract Farms and Conditions of the Gontract 2. Division 1-- General Requirements 1.� PRICE AND PAYIVIENT PROCEDUR.ES A. Measurement and 1'ayment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The wark performed and the materials furnishe.d in accardance with this Item shall be paid %r at the lump sum price bid for "Construetion Sfakii�g". 2} Payment for "Construction Sfaking" shall be tnade in partial payments prorated hy work cannpleted compared to total woric included in the lump sum item. c. T�te price bid shall include, but not be limited to the following: 1} Verification of eontrol data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the fonn of "cut sheets" using tl�e City's standard template. 2. Construction �urvey a. Measurem�nt 1} This Item is considered subsidiary to the various Items bid. b. Payment 1) T�xe work perfarmed and the materials fumished in accordance with this Item are subsidiary ta the various Items bid and no other compensation will be allawed. 3. As-Built Survey a. Measurement 1) Measurement far this Item shall be by lump sum. b. Payment CiTV OF FQRT WORTH North 7'arrvnt Express Seg�nent 3C STANDARD CON3TKUCTION BPECIFICATIOI3 �OCUNIENTS U�iliay Assernbly 35W-U-�517 Revised February 14, 2078 D1 7I 23 -2 CONSTRUCTIQI� STAKING A1JD SllItVBY Page 2 af & 1} The work performed and the materials furuished in accordance wzth this Itetn sk�all be paid for a#the lump sum price bid for "As-Builk 3uru�y". 2) Paynaent for "Construction Staking" shall be made in partial payments prorated by work completed compared to tatal work included in the lump sum item. c. The price bid shall include, but not be limited to the Following:: 1) Field measurements and survey shots tia identify location of completed facilities. 2) Documentation and submittal of as-built survey data onto contractor redline plans and digital survey fil�s, 1.3 REFERENCES A. Definitior�s 1.. Construetion Survev - The survey measur�ments made prior to oz- while constr�etion is in progress to control elevation, horizontal positioa�, dimensions and canfiguration of structures/impro�ements included in the Project Drawings. 2. As-built Survev —The measurements made after the constzuction of the innprovement features are comp�ete to pro�ide position caordinates far the features of a project. 3, Construction Stakin — The placement of stakes and markings to pravide affaets and elevations to cut and fill in order to locate on �he gr�und the designed str�c#ureslimprovements. ineluded in the Project Drav�ings. Construction staking shal] include staking eas�ments andlor right of way if ir�dicated on the plans. 4, Survev "Field Checks" — Measurements made after eons#ruction staking is eompleted and before construction work begins to ensure that structures rnarked on the ground are accurately located per Projeci Drawings. B. Technical References 1. City ofFort Workh — Construction Staking Standards (availa6le on City's Buzzsaw websate) — O1 71 23.16.01_ Attachment A Survey Staking Standards 2. City oi Fort Worth - Siandard Survey Data Collector I.ibrary (fxl) files (available an City's Buzzsaw website). 3. Texas Department of Trat�sportation (T�cDOT) Survey Manual, lateat revision 4. T�xas Society of Professianal Land Surveyors (TSPS}, Manual af Practice for Land Surveying in fhe State of Texas, Category 5 1.4 ADMINISTRATNE REQUIREMENTS A. The Cr�ntractor's selectio» of a surveyor must camply with Texas Government Code ��54 {quali�icationa based selection} for this projec�. L� SUBMITTALS A. Submittals, if required, shall be in accordance with Sectian 01 33 00. B, All submittals shall be received and revi�wed hy the City prior to delivery of work. CIiY OF FORT WORTH Nat•lh 7"vrrunr �x7fress Segmenl3C STA3�DARD CONS'I'RUCT[ON SPECIFICATION DOCUMENTS Ulrlity Assembly35W-U-USl7 Revised Fe6ruary 14, 2U1S Q17123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1.6 ACTION SiJgMITTALS/INFORMATIONAL SUBiVIITTALS A. �ieid Quality Control SubmitCals 1. Docttmentation verifying accuracy af field engineering work, including caordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut-Sheets" conforming to the standard t�mplate pro�ided by the City {refer ta O 1 71 23.16.01 — Attach�ent A— Survey Staking Standards}. l.i CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Su6mit As-Bui1t �uzvey Redline Drawin.gs daeumenting the locations/elevations of constructec� imprnvements signed and sealad by Registared Professional Land Surveyor (RPLS) responsible for the w�ork (refer to O1 71 23.16.01 — Attaehment A — Survey Staking Standards} . 2. Contraetor shall snbmit the prap�sed as-built and eompleted redline drawing submittal one (1) week prior to schedu3ing the project final inspection far City review and commen�. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted ta the City priar to scheduling t}�e canstruction final inspection. 1.8 MAINTENANCE 1VIATERIAL SUBNIITTALS [NOT USED] 19 QUALITY ASSURANCE A. Constructian Stalcing 1. Construction staking will be performed by the CQntractor. 2. Coordination a. Coiit�.ct City's Project Representative at least one week in advance natifying the City of when Construction Staking is s.cheduled. b. It is the Cantractar's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractar is respansible for preserving and maintaining stakes. Ii City surveyars are required ta re-stake €or any reason, t�e Contractor will be rEsponsible for costs to perfarcn staking. If in the opinian of tk�e City, a sufficient number of stakes or markings have been lnst, destroyed disturbed ar omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed hy the Contractor. 2, Coardination a. Cantractor to verify that horizontal and �eriical control data �stahlished in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construck the work shown on the Construction Drawings and specified in the Contract Document�. CI'I"Y O�' FORT WbT2TH Na•f!� Tart•a�r! Fap�•ess Segment 3C S'1'ANDARD CONSTRUCT103V SPECIFICATION T30CUMEN7'S Utillty AssemUly 3SW-U-0517 Revised February l4, 2018 O1 71 23 - 4 CpNSTRUCTION STAKIiVG AND SURVEY Page 4 nf 8 b. For construction mathads other than open cuf, �he Contractor shall perfarm constr�ction survey and verify control data inciuding, but not lirnited to, the followzng: 1) Verifica�ion that established benchmarks and control are accurate. 2.) Use of Benchmarks to fiunish and maintain all reference lines and gcades for tunneling. 3) Use of line and grades to establish the location of the pipe, 4) Submit to the City copies af field notesused to establish all lines and grades, if requested, and al.low the City to check guidance sys�em setup priar to heginnin.g each iunneling drive. 5) Provide acaess for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of i.t, as required. 7) Monitor line and grade continuously duri�ug construction. $) Record deviation with respect to design line and grade once at each pipe joint and submit daily recards to the City. 9) If the inskallatian does n.o# meeti the specified tolerances (as outlined in Sections 33 OS 23 andlor 33 OS 24), immedrately notify the City and carrect the installation in accordance with the Contract Doeuments. C. As-Built Survey 1. Required As-Built Survey will be performed by the Cantxactor. 2. Coordination a. Contrantor is to coordinate with City ta confirm which features. require asbuilt surveying. b. It is the Contractor's responsibility to coardinate the as-built survey and required xneasurements %r iterns that are tn be buried such that canstz�uctian activities are not delaped or negatively impaeted. c. For sewer ii�ains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the pzogress af construction and take as-built survey after the faciIity has been buried. The Contra�tor is responsible for the quality control ne�ded to ensure accuracy. 3. General a. The Contractar shall pravide as-built survey including the elevation and locakian {and provide written docnmentation to the City} of constraction features during �e progress of the canstruction including the follo�ving: 1) Water Lines a) Top of pipe �levations and coordinates for waterlines at the follovving locations: (1) Minimum every 2501inear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee {4) Plugs, stub-outs, dead-end lines {5) Casing pipe (each end) and aIl buried fittings C1TY OF FORT WORTH Nortlt Tar•rant Express Segmenl 3C STANDARD CONSTR[JCT10N SPECIFIGATION DOCUMENTS Utility Assembly 35&V-U-0517 Itevzsed February 14, 2018 O17123-5 CpNSTRUCTIDN STAKING AI�[D SURVEY Page 5 of 8 2} Sanitary 5ewer a) Top of pipe elevatio�s anc� c�ardinates for force mains and siphon sanitary sewer lines (non-gravity faeilities) at the following locations: (1) Minimum every 2501inear feet and any buried fitting� (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as-built survey including the elevation and location (and provide written dacumentation to the City) of constructivn features after the cons#ruction is eompleted including the following: 1) Manholes a) Rim and flowline elevatians and coordinates for each manhol� 2) W ater Lines a) Caihodie protection test staiions t�) Sampling stations c} Meter boxes/vaults (All sizes) d} Fire hydrants e) Valves {gate, butterfly, etc.) fl Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Max�ole rim and valve lid} h) Pressure plane valves i) Underground Vaults (1} Rirn and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Gleanouts (1) Rim and fla�vline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flawline el�vations and coordivates far each. manhole and junction struciure. 4) 5torm�vater -- Not Applicable 1.10 DELIVERY, STORAGE, AND IIANDLING [NDT USED] 1.11 FIELD [SITEj CONDITIONS [NOT i7SED] 1.1� WARRANTY PART 2 � PRODUCTS A. A constructian survey wilI produce, but will :not be li.znited to: 1. Recovery of relevant co�trol points, points of curvature and points of intersectian. 2. Establish temporary harizontal and vertical control elevations (benchmarks) s�fficiently permanent and located in a manner to be used throughout construction. 3. The Locatian of planned facilities, easements and improvements. C1TY OF F'OiZT WORTH Nor7H Tarrarrl Express Segment 3C STAN.DARA CONS'I`RUCTIQN SPECIFICATION DOCUMBNTS UirlityAssem8ly 35W-U-OS77 Rev3sed Februar'y 14, 2018 017123-6 CONSTRLICTlON STAKING AND SURVSY Page 6 of 8 a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utiiities, streets, highways, tunnels, and other construetian. b. A record of rer�isions or corrections noted in an orderly manner for reference. c, A drawing, when required by the c�ient, indicating the horizontal anci vertical location of facilities, easements and impra�ements, as built. 4. Cut shects sha11 be provided ta the City inspector and Survey Superinten.den.t for all construc�ion staking projects. These cut sheets shall be on the standard city template w�ich can be abtaizzed irom the Survey Superintendent (81.7-392-7925). 5. Digi#aI su�rvey files in the ftillowing formats sha11 be acceptable: a. AutoCAD (.dwg) b, ESRI Shapefile (.shp) c. CSV file (.csv), formatt�d with X aud �' �oordinates in s�parate culuu�n� {u�z standdrd ten�plat�.s. �f availablc) 6. Survey files shall include vertical and horizontal data iied to �riginal project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTI�N 3.1 INSTALLERS A. Tolerances: 'I'he staked location of any improve�nent or facility should be as accurate as practical and n�cessary. The degree of preczsion requirad is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter az�e �ased on generalities and, under cartain circumstances, shall yieFd to specific requirements. The surveyox sha11 assess any situation by re�iew of the overall plans and through consultation with responsible parties as to the need fnr specific tolerances, a. Earthwork: Grades for earthwork or rough cut should not exeeed Q.1 ft. vertica] tolerance. Horizontal aligmment for earthwark and rough cut shauld not exceed 1.0 ft. tolerance. b. Horizantal alignment on a strueture shall be within .p.l:ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alieys and wall�ways shall bc, located within the ennfines of the site boundaries and, acaasionally, along a boundary or any other restricti�a line. Away from any restricii�e line, these facilities should be staked with an accuraey praducing no more than O.OSft, tolerance from their specified locations. d, Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be locat�d horizontally within their prescribed areas or easements. Within assigned areas, these u�ilities should be staked with an accuracy producing no more than 0.1 ft talerance fram a speeified location. e, Tbe accuracy required for the vertical lacation of utilities varies widely. Many undergrnund utilities require only a miz�imum cover and a tolerance of 0.1 ft, shauld be maintained. Undergrou�.d and overhead utilities on planned profile, but not depending an gxavity flow for per%rmance, should not e�ceed 0.1 ft. tolerance, C.ITY OF FORT WORTH Nos4h Tarranl Gxpi•ess 5egmenl3C STANDARD CONSTRUCTION SPECIFICATION DOCUMHNTS UEility Assembly 35YY-U-0517 Revised February 14, 2018 017123-7 CONSTRUC'�`IdN STAKiirIG AND �URVEY Paga 7 of S B. Surveying instruments shall be kept in close adjusttnent according to manufacturer's specifications or in c�mpliance to standards. The City reserves the right tn request a calibration report at any time and reeammends re,gular maintenance schedule he perfonned by a certified technician every 6 months, 1. Ficld measurements of angles and distances shall l�e done in such fashion as to satisfy the closur�s and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established irom a pre-established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspand to the client's plans. Irregularities or conflicts found shall be reported prompfly to the City. 4. Revisions, correction� and other pertinent data shall be logged for future referenee. 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION �NOT USLDJ 3.4 APPLICATION 3.� REPAIIt 1 RESTOR.ATION A. If the Contractor's work damages ar destrQys one or more of tiie conhal monuments/points set by the Gity, the tnonuments shall be adequately referenced for expedient restoration. 1. Notify City if any controi data needs to be restored or replaced due to dam�age caused during construction operations. a. Cantractor shall per%rm replacements and/or restorations. b. The City may require at any �ime a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further assvciated work can znove forward. 3.6 RE-INSTALLATION [NOT U�ED� 3.7 FIELD (oxj SITE QUALITY CONTROL A. It is the Contracior's responsibility to maintain a11 stakes and controi data placed by t�ie City in accordance with this Speci�cation. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval froxn the City. 3.$ SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perfarm a Survey Check at any time deemed necessary. 2. Checks by City personnel ar 3'� party contractcd surveyor are not intended ta relieve the contractor of hisllier responsibility for accuracy. 39 ADJUSTING [NOT USED] ClCY OF P012T WpRTH Na7h Tai•rand Express Segment 3C STANDARD CONSTRUCTION SAECIFICATION DOCUNIENTS Ulility AssemSly 35W-U-0517 Itevlsed February 14, 2018 OE7123-8 CONSTRUCTIpN STAK[NG AND SURVEY Page 8 of 8 3.10 CLEANTNG [NOT USED] 311 CLOSEOUT ACTIVITIES [N�T USED] 3.1� PRQTECTIQN [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Re�ision Log DATE NAME SL7MMARY OF C:H�NGE 8/31/2012 D.Johnson Added instruction end modified measurement & payment under 1.2; added definiti4ns and references under 13; modified I.6; added l,7 closeoUt submittal 8/31/2417 M. Owen �quirements; inodified l.9 Qualiky Assurance; added PART 2— PRODCJCTS ; Added 3.1 installers; acfded 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking a�id As-Built 5�rvey; added reference to selection compliance with TGC 21141Z018 M Owcn 2254; revised action an�I Closeout submitta] require�nents; added acceptable depth measurement criteria; revised list of it�ms requiring as-built survey "during" and "af�er" construction; and revised acceptahle digital sur�ey file format C1TY OF FORT WORTH Nar�lh Tarralrl Express Segrnent 3C STANDARD CONSTRUCTIO]+I SPEGIFICATION DOCUM�IdTS Utrlity Asseuibly 35W-U-D5I7 Re�ised Cebruary 14, ZOl$ - � ��ti�n 017� ��°01- ��hrnent A �ur�ey �t�ki�� S�a�d�r�s February 201,7 O:\Specs-Stds Governance Process\Temporary 5pet Files�Capital Delivery\Cap Delivery Div 01�0171 23.16.01 Attachrnent A_5urvey 5tafcing Standards.docx Page 1 of 22 These pracedures are i�tended to provide a standard methad f�r construction staking services associated with the City of Fort Worth projects. These are not to be considered al! inclusive, but only as a genera l guideline. �ar projecrs on ►XDOT righ�-of way or fhrough jvint �'XD07' partrcipAtron, adherence to the TXDDiSurvey lWanual shall be follawed and ff a dFscrepancy arises, the i7CDOi munual shall prevaiL (� •� �• �� r�- � � ' �J If you have a unique circumstance, please consult with the project manager, inspec#or, or sur�ey department at 817-392-7925. iable og �on�er�ts I. City of Fort Worth Contact Infurmation II, Construction Colors III. Standard 5taking 5upplies IV. Sur�ey Equipment, Contral, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII, Stnrm Staking VIII. Curb and Gutter 5taking 1X. Cu� Sheets X. As-buiit Survey O:\Specs-5tds Governance Process�Temporary 5pec Files�Capital Delivery�Cap peli�ery Div 01�0171 23.16.01_Attathment A_5ur�ey Staking Standards.docx Page 2 of 22 I. ��rr��b �e��r�rv�ent Canta�t Inf��rma�ion i P4�ysical and maifing address: 8851 Camp Bo►�vie West Boule�ard Suite 300 Fort Worth, Texas 76116 Office: (817j 392-7925 Survey Superintendent, direct fine: (817j 352-8971 I1. Cons�ru�tior� Colo�s The fol{vwing colors shall be used for stafcing ar identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin f�ags if necessary. Uiili�y Color PRQPOSED EXCAVATION WWITE A�L EL�CTR{C AND CONDUITS m� P�TABLE WATER GAS OR OIL Y�L�OW TELEPHDNE/FIBER OPTIC �f�ANG� I� SURVEY CONTROt PDINT5, BElVCHMAR�CS, PROPERTY CORNERS, ItIGHT-OF-WAYS, Ai�D PINK ALL PAVWG INCLUpING CURB, SIDEWALK, BUIL�ING CORNERS SANITARYS�W�R =.. �4 IFiRIGATION AND RECLAIMED WATER ' " ' III. Sf�r�dard ��kin� �upplies ttem i�inimum si�e Lath/5take 3G" tall Waaden Hub {2"x2" min. square preferred) 6" tall Pin Fiags (2.5" x 3.5" preferred) 21° long Guard 5takes Not required PK ar Mag naiis 1" long Iron Rflds (1/2" or greater diameter) 18" long 5urvey Marking Paint Water-based Fiagging 1" wi.de Marking Whiskers (feathers) 6" long iacics (for marking hubs) 3/4" long � - Q:\SpecS-5tds Governance Process�Temporary Spec Files�Capitaf Deli�ery�Cap Delivery Div 01�0171 23.16A1�Attachment A_Survey Staking Standards.docx Page 3 of zZ IV. Sur�+�� quiprnen�, Control, and �atur�r S��nd�rds A, City Benchmari�s All city benchmarks can be found here, �r� �--�� --� __-----��,zi�;,��=,;•• Look for'Zoning Maps'. Under `Layers' , expand `Basemap Layers', and cf�eck an `Benchmarks'. B. Con�entional ar Robotic 1'otal Station Equipment I. A minimum of a 10 aro-second instrument is required. II. A copy of the latest ealibration repart may be requested by the City at any Cime, It is recammended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GP5 Equipment I. !t is critical that the surv�yor �erify the correct horizontal and vertical datum prior commeneing work. A site calibratinn may be required and shall consist of at least 4 controf points spaced evenly apart and in varying quadrants. Additional field checks of #he horizontal and vertical accuracies shalf be completed a�d the City may ask for a capy of the calibratian re�ort at any tim�. II. Network GPS such as the Western Data 5y5tems ar SmartNei systems may be used for staking of property/R.O.W, forced-main water lines, and rough-grade only. f�o GPS stakin for concrete sani�a sewer starm drain final rade or anvthin� thar needs �ertYcal sradin� with a talerance af 0.25' or less is allowed, �. Control Points Set I. All control points set shall be accompanied �y a lath with the appropriate Northing, �asting, and Ele�ation (if applicable) of the point set. Contral paints can be set rebar, `X' in concrete, or any other appropriate item with a stabEe base and af a semi-permanent nature. A re�ar cap is aptianal, but preferred if the cap is marked 'cantrol point' or similar wording. II. Datasheets are required for all contral points set. Datasheet should includ�: A. Harizantal and Vertical Datum used, Example: N,A.D.83, North Central Zone 4202, NAVD 88 Ele�ations B. Grid or ground distance. — If ground, pro�ide scale factor used and ba5e point coordinate, E�ample: C.S.F.=0.999125, Base point=North; 0, �ast=0 C. Geoid modef used, Example: G�OIRI2A 0:�5pecs-Stds Governance Proc�55�7emporary Spec Files\Capital �elivery�Cap Deli�ery Diu 01\U1 71 23.16.01_Attachment A Survey Staking StancEards.docx Page 4 of 22 .I E. Preferred Grid Datum Althaugh ma�ry plan sets can be in �urface coordinates, the City's preferred grid datum is listed below. Carefu� consideration must be tafcen to verifiy what datum each project is in priar #o beginning work, Et is essential the surveyor be familiar with coordi�ate transfarmatians and how a grid/surface/assumed coardinate system affect a prajeet. Praiected Coordinate System: f�AD_19�3_StatePlane 1°exas_Norfh_Cen�ral_FIPS_4�4�_�eet Projectian: Lambert_Conformal_Canic False_Easting: 1968SOOA0000000 Fa Ise_No r#h i ng: 6561666.66666667 Central Meridian: -98.50000000 Standard Parafle! 1: 32.13333333 5tandard ParaAel z: 33.9fi666667 Latitude_Of Origin: 31.66666667 Linear Unit: Foat U5 Geographic Coordinate 5ystem: GCS_North_American_1983 Datum: D North Ameriean 1983 Prime Meridian: Greenwich 1' Angular Unit: Degree Nate. Rega�diess oi wnat da�um eac� �,artic�lar proj��t is in, deli�erables to the City r�ust be converted/translated into this preferred grid datum. 1 copy of tfi�e deliverable �hould k�e in the project datum �whatever it may be? and � copy should be in the NAD83, � x�Vnrth C�nt�a� d20� �nr�w. Sea Pre e�red �il� Naminq� Corrve� ion be[ow �. Preferreti Deli�erabfe �ormat .txt .csv .dwg .job G. preferred Data Format P,N,�,Z,D,N Point Num6er, Northing, Easting, E{evation, Description, Notes (ifi applicable} k. Pre�erred �ile Naming Con�ention This is the preferred format: City Project Nurnber_Description_Datum.csv Example for a�roiect that has surface coordinate_s which must be translated: File 1_ C1234_A5-built of Water an Main Street Grid NAD83'�XSP 42�2.csv i — - O:�Specs-Stds Gavernance Prnce55�Temparary Spec Files�Ca:pital Deli�ery�Cap DeEi�ery Di� 01\01. 71 23.16.01_Attachment A_Survey Staking Standards,docx Page 5 af 22 File �: C1234_As-built of Water on Main 5treet_Project 5pecific Datum.csv �uar�pl� Cen�rvl S��ltes O,�Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery�Cap Delivery �iv 01�p171 23.16.OI_Attachment A_Survey 5taking Standards.docx Page 6 af 22 I � � � � �. i � � � � � �' �� , Z W �� x. � � ". � � , ' +� r - � � L 3 , - � i ) �.1 , . ] l+J II _ 1 �1 � EL.= 10�.�a' , .,_; _ � � i3: r- � �. i �- ,� -� �- I� I :- � t ��z i � � � I r W I il w .J m � i � A � � r i �J S � � � W � � O � � � C� Q T � � � 3 , � '{ �� A .' 1 i�.� �: �� i -�-, - l - -.:___ _ -_::..--._ -- ....._... 1 �P �� v=��oo.00 E=�000.c�o � =�_�. �. ; V. L�da�er 5t��in� Sia�d�rds r O:�Specs-Stds Governance ProcesS�Temporary Spec Files�Capital Deli�ery�Cap Delivery Di� 01�0171 23.16.0.1_Attachment A_Sur�ey Staking Standards.docx Page 7 of 22 A. Centerline Staking — Stralght Line iangents I. Offset lath/stakes e�ery 200' on even stations II. Pain�ed blue lath/stake only, no hub is required III. Grade is to top of pipe �T/P) for 12" diameter pipes or smalfer IV. Grade to fiow line {F/L} for �.6" and larger diameter pipes V. Grade shoufd be 3.50' below the proposed top of curb line for 1.0" and smaller diameter pipes VI. Grade should be 4.00' below the praposed top of curb line for 12" and larger diameter pipes Vll. Cut Sheets are required an all stalcing and a copy can be received from the survey superintendent Optional: Actual stakes shal! cansist af a bOD nail or hub set wlth a whisker B. Centerline Stak�ng - Cur�es I. If arc length is greater than 100', PQC (point of Curvature) offset stakes shot�fd be set at a 2�' interval I1. Same grading guidelRnes as above III. Staking of radius points of greater than 100' may b� omitted C. Vilater Nleter Boxes I. 7.a' perpendicular offset is preferred to the center of the box II. Center af the meter should be 3,0' hehind the proposed face of curb I11. Meter should be stak�d a minimum of 4.5' away from the edge of a dri�eway IV. 6rade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. �ire Kydrants I, Center of Hydrant should be 3.a' behind proposed face of curb II. Survey offset stake should be 7,0' firom the center and perpendicular to the curb line or water main III. Grade of hydrants shoufd be -��.30 higher than the adjacenfi top of curb E. Water Val�es & Vaults f, Dffsets should be perpendicular to the propased vuater main II. RIM grades shauld only be provided if on plans �x�nn le 1fVa�e� Staices O:�Specs-Stds Governahce �rocess\Temporary Spec Files�Capital Deli�ery�Cap Delivery piv 01�01 71 23,16.01_Attachment A�Survey Staking Standards.docx Page 8 of 22 � m i. � � � � � � � a � � � � � � .,r. 8� �� '� a° ��d � 4 � � . �. � �� { �� ti/� � w/� � sr�=.z+ao �� e-3,sz , � � � � � LL � � � LL r n ' l 41 � � II 7� 0 S� W �.�� STAs1+72.�81 '� C-3_81 � � ��ti'J! � Lr W ^ ` ❑ � Iv� � � ,..� �, � � ,�„ i417 FL 10l.1�9� — � � � I� � � � ;' : _� �� wl �) 4� e' ; � 7�� 1 � ; ., �, L ..�3 ; �,� � � - � �41 " ' � " � I .i � � � � I-- � �! �i�i � � �6" i �� ` � � �. _ . (� d rr �� p% (�k W�L srA=a+oo .�� c—�.7a � �l r�� ,� � �- � W � �� `� � � ^a; . �o �oaa� � 4 � � � ?! Ft i VI. �a�itar�+ ��r S�akir�� 5 _ i Z--�'� ` � I � �� _ � 'o� � � � 3J nz O:�Specs-Stds Gavernance Process\Temporary 5pec Files\Capital Deliuery�Cap Delivery Div 01\D171 23.16.01_Attachment A 5ur�ey Staking Standards.docx Page 9 of 22 A. Centerline Sta�Cing -- Straight �ine iangents I. lnverts shall be field verified and compared against the plans before staking II. Painted green lath/stake V411Yb hub and tack or marker dot, no flagging required III. 1 offset stake between manhales if manholes ar� 400' or less apart IV. Offset stakes should be located at even distances and perpendicularto the centerline V. Grades will be per plan and the date of the plans used should be nated VI. If multiple lines are at one manhale, each line shal� have a cut/#ill and direction noted Vil. Stakes at every grade break VIII, Cut sheets are required on a!I staking Optronal: Actual stakes sha!! cansist of a 60D nail or hub set wrth a whisker B. Centerline 5ta�ting— C�rves I. If arc length is greater than 100', POC (Pflint of Curvatur�) offset stakes should �e set at a 25' interval I1. Staking of radius points of greater than 1D0' may be amiCted C. Sanitary 5ewer Manholes I. 2 affset stakes per manhole for the purpose of providing alignment ta the contractor II. Flowline grade shauld be an the lath/sfiake far eac� flowline and direction noted ill. RIM grade should anly be on the stake when provided in the plans O:�Sp�cs-Stds Governance Process�Temporary Spe� Files�Capital Delivery�Cap Deli�ery Di� Q1\01 71 23.16.01�Attachment A_Survey 5tak9n� Standards.docx Page 10 of 22 �x�r�pi� S�nit�r� ��w�r S�a��s �� ' �. �,��m �n �� - �� _- - � � � �` �� 1L��LST�=3+��,-�� 1I�� -�� -o� �, , < � � � � a �� S'� +,�.r �'� � � "': � r � � � �'� � ^��' � > � � 1�` .�.�� --�- { f ,.... , � �" � � , 1 �'' (}�5 �, �� I� STA 3+71�' II �.m G-3� �I � � C-3�� C-Q� � i � _ �` �� Jr ! 1 � �, � 4 �� , � � �� 1 � � �-- � � _ � ��,� _ .,�� 7' €}%S � SS I, `1rAClt65'm �I�G-4� : 1 LL �� ; . � � � 1 1 � � � � � � '' ` � , � -.� � �,,, � � � �� F; .,-, � = p+� + �4 � � �' � " � � � � �� c� � �' � �`�� c� ;i ., � � .; � , ' � � � �� ". _� r �` -- � .,� � d 7' �{}/5 � �S � srr�o-+o��h�� e-5� �'�-c�s�� Ffio �s�� ' � � �� o � �-. • � � � �; � � - _ ' � ►.� � � � � 1 �f o�s � �5 II �II -STn-a+ao li � �-$'� ll w� �a�� o-o� j � � �� , • R`" � '�� L � � ; � 1 � }{.�� yJ �.W-ti �� F �'� �� , � � ,- a , � �, 0:\5pecs-Stds Governance Process�Temporary Spec F91es�Capital �elivery�Cap Delivery piv 01�0171 23.16.01 Attachment A_Surv�y Staking Standards.docx Page 11 of 22 �II, St�rm 5�� & Inlei S�akir� A. Centerl�ne Sta�ing— 5traight �ine iangents I. 1 off�et stake every 200' on e�en stations II. Grades are to #lowline of pipe unless otherwise shown on plans Ilf. Stakes at e►�erygrade hreak IV. Cut sheets are required on all staking Optianal: Actua! stakes shall consist of a GOD nail or hub set with a whrsker 6. Centerline Sta�ing — Cur�es I. If arc length is greater than 100', POC (Point of Curvature} affset stalces should be set at a 25' interval II. Staking of radius points af greater than 100' may be omitted C. Storm Drain Inlets f. Staking distances should be measured from end of wing II. 5tandard 1d' Inlet = 16A0' tatal length III. Recessed 10' Inlet = 2Q.00' total length 1V. 5tandard double 1Q' inlet = 26.67' total length V. Recessed dauble 1Q' inlet = 30.67' total length D. Storm prain iVlanholes f. 2 offset stal�es per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III, RIM grade shou{d only be on the stake wher� provided in the pfans O:�Specs-Stds Governance Process�Temporary Spec Files�Capi�al Delivery�Cap pelivery Di� 01�017�. 23.16.01_Attachment A Sur�ey Staking Standard5.docx Page 12 of 22 I :� 8�� (3OE pJKit�G R.0.W.� Pr71n r � `�{ � 4{� R � v � � �xar�rple ��or� 1�1et 5tal�es FF� �N T {SIDE FA�lNG �.} ,'.� �L.:��.l�;L`�li''�� ,��L+��;�.I� l� . �`.�� }�—W'i�',; C'.z':I�''._.._:�� i "_.._. � ��i�t �oe Fecnu A.aw_} PEIIN3 js , l�i i � , ��'r p�ATw`d .el�l �„J �.�- FI� � �1 T (SiDE FA�iN� �) la � � n � � � � � � 1� .�IIIREs vM�GH i �� STAKED I� � � 1 r}� � � � � � � nlsrnNr.K!i_ FOR INLEPS �� ,,,_„� -"�"" D RD 10� — 16 — � .� �� a lo � Iz Im � � Z �' �� Eb�} � i�.E Y�I+k DEINfl ST+�1��i1 �� ' �j • � � 5TAT1Ue� I .j. . S�i� QM � ' T/c�i` i� .. I+ I � ��pE,Ji1F.a: •,•• F'S FLtiy.i.#+�' � �'" STAM A RECESSEd la' - 2� 5TANDhRO �OUBLE lA' � 28.67' _ , ..__. RECE56EI? DDUBLE 14' � 3Q.S7P �. � . r �. �.�-- �. .... ...^ — — — — ._.. .Y _..--. — — — � �.. _.. � � — — — � .... ..--. � — — � I � ` � enrs� cF i��r �I �� •.�.,. �.,,� :a: ;;; ,;• � •.�.. :;• ' �'_�•' �I �l �. ~ �'' � 'f oti �I MRMFlC1LE 'r• � � 'b� •�. Rlk� ' dl �f { � •.p� • . I ena: oF cuae — -- F7.{31NLINE — — — —F7]G£ OF' RAYEMENT^ FAC� QF iNLET p7GE OF FAVEMF7JT - ., FACE LF Ihll.E7 _ sa,�k aF euRe_ _ _ — — FLO1riJN6 � EOGE CF pAVEMEh1T J I, ' O:�Spets-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Div Q1�0171 23.16.a1_Attachment A�,Survey Staking 5tandards.docx Page 13 of 22 VIII. Curb and Gutter ��k�n� A. Centerline 5tai�ing �- Straight Line `fangenfs V. 1 offset stak� e�ery 5a' on e�en stations VI. Grad�s are to top of curb unless otf�erwise shown an plans VII. Stakes at every grade break Vlll. Cut sheets are required on all staking Optional� Actual stakes sha!! consrst of a 60D nail or hub set with a whisker B. Cen�erline Staking— Curves 111. If arc length is greater than iQ0', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staicing of radius points of greater than 100' may be omitted O:�Specs-Stds Governance Proc�ss�Temporary Spec Files�Capital Defi�ery�Cap Delivery oi� 01�0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 �xar�pl� �urb �a Gu��r 54�l�es FR�N T (51DE F,4CIMG �) I� C]!'Sl..� I +� (SIDE FA�ING R.0.4V.} � •, Y��r� �^.At. � �� FR �N T ��ia� F,�cin�c r�� .. �! e � � � �� r�, iV�, FRONT (SipE FACINC �.) � O FRONT � ,„„u; d.� .�u {$DE Fd01NQ IQ} in5FF1�T Q'� �°u � �.. � ac r � �pT i �r/�'� � Iw � F7R FM '� ,; _�... � � + �, � �' I 11 1 + o�l. �� _ � II I I I I � � ._ � lll I �� rIr ---- �,�. ',;; �� .��_ R f I I I lo + � r t �� --� � l L `� r�' i � I 1 1 , . �•!�'� r . -, �;.•; y ., . .,l ��.. .r � � —�-,..._..�._._...�. � i ti � I_' . ' �'� '�','� 1.'"�,'+.'_ `'� l . — _�.—� !� + i � I �� f� � � i � , „ '��, r i a r t ; � ��.',' �f i � � �� ,�f � � r �q�, ,,! � r } -��— �' :i��, ��,� ff �f f 1 r ''� r' / / / i � � ..r'-" r �' r' .' �-�' .��""� f� �' �1 ^---�----�� TOP QF CUftB \ y.�-'" ��` 1 ..� ,.-' i "'"`."..�__„ �� X { .- -' � '" �`"T' � "" � / \tqJ��"`. � N� I ��/ � �� rr �� _� �, f f �r�^ ,�y= �""y BAGI{ �7F CURB �_�-��' �'" •w"' ��.~ �`"_ �� -xr r-r_ r�"y �� r �� y � �� x� � ^�—" f�x,� FACE OF CURB� I Y{��—�'�� Q�� ---�--- �R�P ��a�.i r�� EDGE t]F PAVEMENT �xar�ple �urb � ��r ��k�s �t Int�rsecti�� O:�Specs-Stds Governanc� Praces5�7em}�orary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.i6.01 Attachment A_Survey Staking Standards.docx Page 15 of 22 � � `� . � � ��, +, � �� 1 d' q/S �'�� STA=2+54 � h FtO� � w O � ti.r ,d � � --- � ,. Y. } � .� _ � � � . :� � s �� , � _ r � '� a — � - V+ O � � � q� ��' � ��Y i2 �i ?� i� ��G � b�� H � �� a� /p . �y � / � " q.d'1 ` .,, 1� �/ � � �a�i �� '�� f .�� , _� ;q 4. � � � � -- --- , � � �'I �� I � �,�a � � �� Q �� ea�xr .�a �ave QI � �I � '�� i� \ u, �O� _ �,� ' • 0,�' \ <(ll� � `� — — a ti i � r �� ' �� 4i1F — �9 ' �i/1 ,O � ,� K I� � I 5' � ,�,;�� ' k ' t� O:�Specs-5tds Go�ernante Prncess�Temporary Spec Files�Cap9tal Delivery�Cap Delivery Div 01�Q1 71 23.16.01_Attachment A_Survey Staking Standards.docx Page Afi of �Z i iX. Cut SH��ts A. Date of field work B. Staking Met�od (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E, Location (Address, cross streets, GPS coordinatej F. 5urvey campany name G. Crew chief name i� �1 b��n� #�mK�ia�� ti.an }ie 0�1t�tl.fted �rvril ina -�urvpy aupal'Ie7T�nL�ent ��38 �t�i1'1 [ a�aOv@p St��d�rd Citd Cut Sh��f �; �ate: ❑ TOTAL �taking IV�ethod: ❑ GPS STATION �oc��iow: CONSU�iAI�i1COPlTRACTQR SURV�Y CR�W IRlI�iAl.S City �rojeat Number: �roject Wame: ❑ OTHER ALL CRADf�S AR� �O �LOF3iILIIV� ORiO� 0� CUR� UP��S5 OiH€RWIS� WOT�D. PT # STATION OFFSET pESCRIPTION PROP. STAKED _ CUT + FILL -�TI+RT GRADE ELEV. O:�Specs-5tds Governance Process�Temporary 5pec Files\Capital Delivery\Cap Delivery Di� 01�0171 23.15.01_Aitachment A Survey 5taking Standards.docx Page 17 of 22 X. As-b�ilt Sur�+�v A. Definition and Purpose The purpose of an as-huilt survey is ta �erify the asset was installed in the proper location and grade. Furthermore, the information gath�re� will be used ta supplement the City's GIS data and must be in the proper format when submitted. See section 1V. As-�uilt survey should include the following (additional items may be requested): Manholes Top of pfpe elevations every 250 feet Horrzonta! crnd vertica! points of inflectian, curvature, etc. (Al1 FittingsJ Cath�dk protection rest statrons Sampling statians Meter baxes/vaults �Al1 srzes) �rre lrnes Frre hydrants Gate valves (rim and top o�nutJ Plugs, stub-outs, dead-end lines Air Release valves (Manhole rim and vent pipeJ 81ow off valves (ManhoJe rim and valve lydj Pressure plane valves Cleanrng wyes Clean outs Casrng prpe (each end) lnverts af pipes Turbo Meters 0:�5pecs-Stds Governance Process�Temporary Spec Files�Gapital Deli�ery�Cap Deli�ery Div 01�0171 23.16.01_Attachment A_Survey 5taking SYandards.docx Page 18 of 22 B. �xample Deli�erable A hand written red line by the field surveyor is accepta�le in most cases. This should be a copy of the plans with the point number noted �y each a5set. If the asset is missing, then the surveyor shauld write "lvC� FOUND" to notify the City. P -I O:�Specs-Stds Go�ernance Protess�Temporary Spec Files�Capital Delivery�Cap �elivery Div 01�0171 23.16.D1_Attachment A_Sur�ey Staking Star�dards.docx Page 19 of 22 � � y 4 � �e � � ��' � � �� ay ��k f � r Y� � � � � �E� �� i� E ��€ � �� h� G�� I � C� ��# . � � �$� �E � � �� 6 �p , � --I ..� --- ��YVIi 3ry7FLLi'1iYu i� �-- _�--' - ..,.. �.•�_A � �� ' � -- �y Y � i . �. , . �i ._+r`.. �++� ; .— . i •�.� � ; �i �,� I " '""_�.. 4 f� "—'" '"__T'"" I . . � �f . I � ' . I . . � ��' I +4F�Fw_." ir �F�- �, "" . I -. r� . -l. � .-� � �� {�� -�-- �.�� , t. � � �� ,. ,i..� _ , H a �:� -�—�: �� ,. .. j� � � '� ��+�{ � I �� . . . —_ . . �}� t - r �. �i I� � � ?' I ' i �{' I � �� . .. , ��r � � �+ f F' � ir '' .�r� ' � j -- � � r � ��-�� ` ' �=�;;L:'�:; �--� �'�=_I-� � � ' ' � L �-.�� Y �,� �� -�,h..' ;5�s �� - ,�X... �� +rib =,' _-`_.�- - -�„� � ' 'L_L'JS.' _J I IJ"' y.a�� I.. �+-+iklh• !.-f ��ir +iT�- �i_��ar�l � �� !I1,�'� f �.i� ,� �� .. ��„�-rr'�`WA--::i ��— `_ •rtF�� I I � ' � � � ' - ,; - � O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Div 01�0171 23.16.O1�Attachment A_Sur�ey 5taking Standards.docx Page 20 of 22 i + ra wa. �w 1-18'WLI 1PWRER E z �xn ? !xi W rrw srAwrm - rewc rFcwn aw QR1 AE'LtVE � S,SY�iCE EXfST. WIiE Y�VlYE 4 R�AfM.ER �4kECl 74 EXlSr BiyRElr _ AISFiltla � 1P SqfA SLE.Eyp hlFX d1�OVipEp ; rr.�c,vF vuve , ftlr ti ' 6iN NlNrr Pe� FpfVaM ei�i 6 �`` WI 8 Jq41Yr.ri4� 4LrNY:RFR /ukqlai M.N�7F U1 qW.' OG�6'8f �'JE EX15T. -� !gk'ATEl� � (�� •�ki6S9'JD �`� J0.4E O � ' \ [,v i � rB,� �i � � /� !nl Y �� 3 •�J ff 7// �� O „��,�, t 1P�"YfA7: BE'ND STA aBCdB - 8'11� Ni591r0e715fF5 p�� a?95lr%5170 ' M1L+'x PI1�1A71R 7�E` ' - f �BAT� YW.VE �e � t�iR� fArA�,`7 � 111f BIR'LVlAi'f LUCD 1 �o� � 1-!�'04� VAL��E .a5 rr�s�o3nv�pg �� E P�I�89?39B LdT 1 .�' G/:'13 �ewtrs+m �ra p.r�tn�lm 'k 'X°CUi +'�� rn Ik�AQ7B6JG� Efz96i�0 ELEV. 7�3 F7 r �' ��ry � � '� X'WF ' r��Eh.;- _ .. -.-...., �� r�� -REfe�OVE � SF1Y,iG� EXlSl: �AT� VAlYE [D►' A �! (krD B,r7� G:mivf 4a7a m,qe�art erc eca.• asar,�sl 51`A 0410DU - lPWL fF1Dr'D L ��s�'u1� F !E' dd1. SWlD SiFfYE 57 iF OF t�Yi�AT�/t PlPF IX.MNF�7 TO E1p57.lYW�PER 8=fi9{7M59D9- f�YR9B7.iG - �rw srao�a � rx�� `n Nl7E'� A SE� PRQf'OSEn 5ANI1'Af�i' : 5E� 5�� i � O:\Specs-5tds Governance Prote55�Temporary Spec Files\Capi�al Delivery�Cap Delivery Div 01�0171 23.16.01 Attachment A_Survey Stalcing Skandards.docx Page 21 of 22 a � �� 5� �� ° � �� " �� ° ' � a � . �� '�� s �y� �� „� � � �� „�� , � � �� kg �� pp�� r �� E �' � �� fa �ba � �V �NI'I SS 'dpkd �S�Q 'V Nl7 , N�1VlY ,. � .i.---...-u� ; �� . �� -- i� • � tlk .. T � i F ��r�� °_� �` �1t � fd' � � , . y I g' j� ," � �� o L` I �t" r � EY � I Lri" Q �� i - � � j � . �. d! � . ~� � ��R,'^.� Y� f�� I � � i W..$ �d ° . di � �^i � 8E �I � �� — r �W i!� d: ,I tC1 �� c�� , �� n ��S —� a. �.i � -- m,�,:. _ R:? C�� g j�1 � � at � � �� j'� -__ �,.-�. F � / �i� —....� r , �< � y��_, ai � rr�i � � � r `� � � { � y��b —�.-� , , i F � � �� Y �l� J f � e' � , - Y � C�A��`� �� ZE�� 9 � .a � w� O ��i q `,' , � ` � v a ��1, �� ' ��4�� y � ��?�� .�� 4 yg �� 9 6 � � e � � ��a��a � " �� I �� ,��.�.��d � �& g � �` �� `�j��' � �� a�� ! a. ��, �� . � � � �� ; � `gi �r�� i� � . � ��4 �x� � � � E6 Ft � �� i�, _ u � � �� .... ��-� . � � - � i "I' _ � ;�.I,-C+��.�.1 f�'� � rr�j�v,� � � � ' �� y �* -� { , ,f . r-- r „i �i 'I �� n,l'� �� ..� if ��I�.j]'.�� -I . � - -- -Fr: . ..1. ' I� � �i }r�++��.—:_.' ` �� 'c ,{� _�� i�i.�1 �I�r1i.�'� .' _... _ :IJ � . '� _I ; i I,i i� 1 �. � ... . � !. <' i� _ �I'��i � I ; � �'�� I� ti I'i4M"" �. . � " ::� .'��: '` � ' i� .I' �" +i_:��;��F:. : � ��r ;I��.I 'f �1�..�r�;i�. ,�� ', , ,�,...�,_ . � I��:�, � �'I��'�' .. � _� . 'i � �'� � �4 � � . � . _ . � i �'i i ' i . - �I �8� � ,� :' . .. ��" � + � � tl I, ` � � � � ',. �,; �}bb .��i I�� --.��- II . ' . ..._.... .. I�1l. SB�� II il � i .I�I�3'1� :-7!�}� � .:y�_ � !� I � ��.� �.�-��•i � ,�� ' 'y��'ll ��1 i.J�;-�, I . i . �- ' i'I � F� �+i ��1 i' I . � �i �,i I' . .;. i '.� . ; .i.. .. „ ry�.. � �i'�� I, I � I i� nl' ��y�. �� .� �'� I I! ' � ' + i � ' �i ,� . ' 'f�; �I�{ �� , � �� i ' ; �ti � �i $ "�—I 'p "y,"' , ��x" „' I��'rl,." :��' - � y ' � , hR ; �� ,o �j �i��'' ; �� , ;�l. t'. � �. ";�: ', Ii,�i.1 i � I' �� / c� � . .I � ' ij.�j ','� - . -.�-.`. +J , '�,r � ��'' ;��.�II� :�i� '!� + � ,i� �cr� q� I.!' i I I'I !,j �IIl: j; 'I� I I,' �' ��I il s... �� il.:i,�l,w„�'I,�;II,i,�,�_:::+.;'.,..I�: �,I; . r„_.� i � �, �� ,�. ,II, I i .i i; . I�,_I I��'. �.I ' ;�� ; + � i , �,.�:= , .. ._� � . ��- — --- � � i7', ., . ��T7` j,� i �;� � � ��i 1' ��; 'I � . �' ,.Ir:.� I.' . �� 'i � .. 'i..�� .,.au� ,i ,,,„. � �'- ;��iY I'�' ' —�� ' .,��`�. � -.I- ^! .t+;.F��r.� ��''illl4�r� �i� 'i�� I'�f��'I: � � � � `; �. � °" �Y.` . , .� ,:��..� �- ,,r �l ; � � .��,� � � , ,�� _ �� ! ,�„ ��i , . ,� � �. �i � � . � �� 3'.F�.II� ��+� �� i_ i. . + . __' .I �i.l J I1 �� .I •h� � � �'I��•� i I . .•I I � . \ ''- i � � '� iw�l��'��4��.--� . � k .. . � +hr s1�1�Ff'ii} ��i �II � I I � I �,� ' '� n � ,I 'i , � . + i I� �� I ��if—.. �I � � . � ��.��..,-a`__ .� � " 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 o:�spe �1aa. 7�. Z3.1fi.01_Attachment A 5urvey Staking S#andards.docx Page 23 flf 23 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. ihis is just an example and all this informatian should be noted when delivered to the City so it is clear to what coordinate system the data is in. P41BfT 1+l0 1 2 3 4 5 6 7 S 9 10 11 12 13 14 ss 16 17 3$ 19 za 21 22 23 2k 25 Z6 27 Z8 29 30 31 32 33 34 35 36 37 36 39 40 A1 42 43 44 AS 46 NOR7HING EA5TING ELEV 6945257.1&9 2296079.165 690.fi260.893 2296962.141 694b307.399 2295038,3pfi 6946220.582 229GO11.D25 6946195.23 2296015.116 6946190.528 2296fl22J21 694fil36.012 229599Z.115 6996002.267 2295919,133 G9qfi003.DSfi 2295933.A18 G9A5484.677 229588fl.52 G945386.473 2295B64.89Z 6945895.077 2295860.962 5945896.591 2i95 662.158 G945934.286 22956A1,925 694593&,727 2i9583�.441 6945835.678 2295799,707 6945817,498 zi95827,U11 6945759.776 2295758,6a3 6945758.563 2295778.424 69A57A3,318 2295788392 6945723.219 2295754.394 69A5682.21 Z29574A.22 &945fi23,9D2 2295669.471 694 5 6 A 3. A 0 7 17. 9 57 3 6.03 fi945571.059 2295655,�,95 69A5539.A98 2295667.803 69455x9,834 Z29567,9.49 6445417.879 2295580,27 fi4h5456.557 22956A3.145 6445387.356 2295597.SU1 6945370.fiB8 2295606.793 69R5363,53 2295fi10.559 6445321.228 2295551.105 6445319.365 2295539.728 6945242.289 2295570.715 6945233.fi24 2295544.626 6945206.463 2295529.305 694514Z.015 2295557.666 6945113.Q45 2295520.335 6945049.02 2Z95527.395 fi445Q41.024 2295552.675 694509E.87S 2�95552.197 6945006.397 2295518,135 6944944.782 27.95520.635 6944943.432 2295556.479 64448fi0,416 2�95534,397 �ESCRIPTION 726.p9 SShI�H RIM 725.6G6 GV RIM 726.85 GV RIM 723.358 55MH RIM 722.123 GV RI3N 722,325 FH 719.A48 WM R1M 713.331 WM RiM 713.65� CO RIM 711.6fi2 SSMH RIM 710.046 WM R[M 707.72 WM RIM 708.205 WM RIM 709.467 WM RfM 710,p84 CO RIM 707.77A SSMH RIM 708.392 5SMW RI3N 711.218 SSMH RIM 71a.D$�i GV RIM 730.631 GV RIM 712,849 GV RIM 716.686 WM ftIM 723,76 WM RIM 719,737 CD RlM 727,514 55MH RIM 729.i23 WM filM 732.689 WM RIM 74U.521 WM RIM 736.451 C4 RIM 740,756 GV RIIWI 740,9i6 GV RIM 7AU,0.08 FH 746,34 WM RI�/I 746,777 CO RIM 748.459 WM RIM 749,59 SS3VIH RIM i51,�58 WM RIM 750.653 WM RIM 751,871 WM RIM 732.257 SSiVIH RIM 751,79 WM RIM 751.85 WM RIM 752.615 WM RIM 752.801 WM KIM 752.15G WM RIiVI 752,986 SSMH RINi ' r •1 r � l '' It :�L_ _ � R , •- , 1 ,��, . . _. . i� . PM-' O:�Specs-Stds Governance Process�Temporary Spec Files\Capital Delivery�Cap Deli�ery Div 01�01 71 23.16.�1 Attachment A_Survey Staicing Standards.docx Page 24 of 24 C. O'rher preferred as-built deli�erab{e 5ome vendors have indicated that it is easier to deliver this information in a different format. selow is an example spreadshee# that is alsa acceptable and can be obtained by request fram the sur�ey superintendent. a:�Specs-Stds Governance Process�Tem�orary Spec Fi1es�Capital Del9very�Cap Delivery Di� 01\0171 23.16,01 Attachment A_Survey Staking Standards.docx Page 2S of 25 O:�5pecs-5tds Governance Process�Temporary Spec Files\Capital Delivery�Cap belivery Div 01�Q171 23.16.01_Attachment A�Survey Staking Siandard5.docx Page 26 of 26 017423-1 CLEANING Paga 1 oi4 SECTIOl�T O1 �4 �3 CLEANING PART 1- GENERAL 1.1 SUMIi�IARY A. Section Includes: 1. Intermediata and �`inal cleaning far Work not including special cleaning of cDosed systems sp�cified else�where S. Deviatzons from this City of Fort Worth Standard Specification 1. None. C. Related Specif'ication Sections include, but are nat necessarily limited to: 1. Division 0— Bidding Requir�ments, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 9213 — Hydro-Mulching, Seeding and. Soddzng 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Work associated with this Itern is considered subsidiary to the various Items bid. No separate payment will he aZlowed for this Item. 1.3 REFERENCES (NOT USED] 1.4 ADMINISTRATNE REQUIREMENTS A. Scheduiing I, Schedule cle�z�.ing operations so that dust and nther contaminants dz`sturbed by cleaning pracess will not fall on newly painted surfaces. 2. Schedule final cleaniag upan carnpletion o#' Work and immediately prior to final inspection. 1.� SUBMITTALS [N�T [TSED] 1.6 ACTION SUBMTTTALSIINFORMATION.AL SUBMITTALS [NOT USED] l.i CLOSEOUT SUBMITTALS �N�T USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QIIALITY ASSUItANCE [N�T iTSED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning vvastes in containers specifically designed for those materials. GITY OF FORT WORTH Nor•U� Tarra�r! Eapi•ess Segmeizt 3C' STANDARD GONBTRUCTION SPECIFICATI�N DOCUIv1ENTS Utilify,4ssembly 35GY-U-0517 Revised July 1, 2011 Q17423-2 CLEANING Page 2 of 4 1.11 FIELD [�ITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART � � PRODUCTS 2.1 OWNER-FURNISHED roR] �V4'NER�SUPPLIEDPRODUCTS [NOT IISED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaued 2. New a�.d uz�.eontaminated 3. For manufactured surfaces a. Material recomznended by manufacturer 2.3 ACCES�OR�ES [NOT USED] �.4 SOURCE Qi7AL�TY CONTROL [NOT USED] PART 3 - EXECUTION 3,1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT iTSED] 3.5 REPAIR / RESTORATION [NOT LTSED] 3.G RE-INSTALLATIUN jNOT USED] 3.7 FIELD [ox] SITE QUALYTY CONTROL [NOT USED] 3.� SYSTEM STARTUP [NDT USEDj 3,9 ADJiISTING [NOT USED] 3.10 CLEANING A, General 1. Prevent accumulation of wastes tlzat create hazardous conditions. 2. Cor�duct cleaning and disposal aperations to camply with laws and safety orders of governing autharities, 3. Da nat dispose of volatile r�asies such as minerai spirits, oil or paint thinner in storm or sanitary drains or s�wers. 4. Dispose of degradable debris at an approved solid waste disposal site. CITY OF FORT WQRTH North Tarrant Eapress Segmenl3C STANDARD CONSTRUCTION SPECIF]CATION DOCUIVIENTS Utiliry Rssembly 35W-U-0517 Revised 7uly 1, 2011 017423-3 CLEANIi�tG �age 3 oi4 5. Dispose of nondegradable debris at an approved salid waste dispasal site or in an alternate manner approved by City and regulatary agencies, 6. Handle matarials in a controlled mann�r vvith as few handlings as possible. 7. Thoroughly clean, sweep, wash and pnlish all Work and squipment associated with this proj ect. $. Remove ali signs of ternporary constivction and acti�ities incidental to canstruction of required permanent Work. 9. Iiproject is nat cleaned to the sa�isiaction of the City, the City reserves the right to have the cleaning comple�ed at the expense of the Contractor. 10. Da not burn on-site. B. Interm.ed'zate Cleaning during Construction 1. Kaep Wark areas clean so as not to hinder health, safety or convenience of p�rsonnel in existing facility operations. 2. At maximum vveekly intervals, dispose of waste materials, debris and rubbish. 3. Con�ne construetion debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction ar operational aetivities c. Haul from site at a minimum of onee per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue �acuum cleaning on an as-needed basis, until Final Acceptance. 5. Pri.or to storm events, thoroughly clean site of all loose or unseeured ite�ns, which may hecome airborne or transported by flowing water dnz�in.g khe stoz�a. C. Interior FinaI Cleaning 1. Remove grease, mastic, adbesi�es, dust, dirt, stains, iinger�arints, labels and other �oreign materials from sight-exposed surfaees. 2. Wipe all lighting fixture refl�etars, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4, Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permauent filters and replace disposabie filters if units were operaied during construction. b. Clean ducts, blowers and coils if units w+ere Qperated without filtexs during canstruction. 6. Replace aIl burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way} Final Cleaning 1. Remave trash and debris containers from site. a.. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. C17'Y OF FORT WORTH Nar•th Tarrani Gapt'ess Segmenr 3C STANDARD CONSTRUCTION SPECIFiCATION DOCIiIvdENTS Utility.9ssernbly 35W-U-OS17 Revised July 1, 2011 ot�4a�-a CLHA3+IING Page �4 of �1 2. �weep roadway to rennove aIl rocks, pieees� oiasphalt, concrete or any other object tb.at may hinder or d'rsrupt the flow of traff'ic along the roadway. 3. C1ean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer rec�uired for maintenance of erosion facilities, and upon approval by City, remove erosion contral from site. 5. Clean signs, lights, signals, ete. 3.11 CLOSEOUT ACTYVITIES [NOT USED] 3.1� PROTECTIQN [N�T USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [N�T USED] END OF SECTTON Revisian Log DATE NAME SUMMARY OF CHANGB C1TY OF F�12'I' WORT�1 . Nor1h Tarrand �xpress Segnaenl3C STANDARD CONSTRUCTION SPBCIFICATEOTI DOCUMSNTS Utility Asse�nbly 35W-U-0517 Revised 7uly 1, 201 E 017719-1 CLOSEQUT REQUIREMENTS Page I of 3 1 2 3 4 5 6 7 SECTION 01 7719 CLOSEOUT REQUIREMENT� PART 1- GENER�ia 1.1 SiJ1VIMARY A. Secti.on Includes: 1. Th� procedure for closing �ut a cantract B. Deviatiozas from this City of Fort Worth Standard Specification 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0— Bidding Requirements, Contract For�s and Conditions of the Contract 10 2. Division. �— General Requirements l 1 1.� PRICE AND PAYMENT PROCEDURES 12 A. Measureznent and Payment 13 1. Wark associated with this Item is considered snbsidiary to the vaz�ous Iterns bid. 14 No separate payment vvill be allowed for this �te�n. 15 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS 16 �,17 18 19 2fl 21 22 23 24 25 25 27 28 29 A. Guarantees, Bonds az�d Affidavits 1, Na application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required fox Work or equipment as speeiiied are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payrnent will be accepted until satisfactory evidence of release of liens has been submittetl to the City. l.a SUBMITTALS A. Sub.mit all required clocutnentatiQn to City's Project Representative. i.6 INFORMAT�ONAL SUBMI`rTALS [NOT USED] 1.7 CLOSEOUT ,SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FOAT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUIwtENTS Revised March 22, 2021 Nartk Tarrah! Express Segm.e�rt 3C Utility Assembly 35G� U-0517 D17719-2 CLOSEOUT REQL]IItEMENTS Page 2 of 3 30 31 32 PART 3 - EXECUTION 3.1 IIVSTALLERB [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATTON [NOT USED] 3.4 CLOSEOUT PROCEDURE 33 A. Prior to requesting Final Inspection, submit: 34 1. Project Record Documents in accordance with 5ection Q1 78 39 35 2, Operatian and Maintenance Data, if required, in accordance with Section O1 7$ 23 36 37 38 39 �40 41 42 43 4�4 45 46 �47 48 49 50 51 52 S3 54 SS 56 57 58 59 60 61 62 63 64 B. Pri�r to reques�ing Final Inspection, perform final cleaning in accardance with Sectzon Ol 74 23. C. Final �iaspeetion 1. After final cleaning, provide notice to the City Froject Representative that the Work is completed. a. The City will make an initial Final Iuspection with the Contractor present. b. Upon completian of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in whi�ch this inspection reveais t�aat the Work is defective or incomplete. 2. Upan receiving wriiten natice from the City, imm�ediately undertake the W ork required to xemedy deficiencies and co.rnplete the Work to the satisfaction of the City. 3. The Right-of-way shall be cl�ared of all construction materials, barricades, and ternporary signage. 4. Upon completion of Work associated with the ifems listed in the City's written notice, inform the City that the required Work has been completed. Llpon receipt of this notice, the City, in the presence of the Contractor, will rnake a suhsequent Final Inspectinn of the project. 5. Pravide all special accessories required to place each item af equipment in full aperation. These s�ecial accessory items include, but are not Iimited to: a. Specified spare parts b, Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanlcs d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment 6S D. Notice ofProject Completion 66 1. Qnce the City Project Representativa finds the Work subsequent to Final Inspection 67 to be satisfactory, th� Gity will issue a Notice of Project Completion (Green Sheet). 68 E. Supporting Documentati.on 69 1. Coordi�aate with the City Project Repr�sentative to complete the follawing additional 70 forrns: C1TY OF FORT WQRTH 7Vor11a 7'ar��an1 E'xpress Seg�nent 3C S"CANI7AIZD CdNSTRl3CTTON SPECIFICATION DOCUME3VTS Ulility Asseit�bly 35W-U-0517 Re�ised Marcl� 22, 2D21 01 77 19 - 3 CLOSEdUT REQUIREMENTS Page 3 of 3 `�71 �72 73 7�} 75 76 77 78 79 80 S1 82 83 84 8S 86 87 a. Final Payment Request U. Statement of Cantract Time c. Affidavit of Payrrient and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evalua#ian of City g. Performauce E�alustion of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notiee of Project Completion and Supporting Documentation, in aceordanee witli General Conditions, City will issue Letter of Final Acceptance and release the Final. Pay�ez�t Request for payment. 3.5 REPAIIt / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.9 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT IISED] 3.9 ADJ[TSTING CNOT [TSED] 3,10 CLEANING [NOT USED] 3.11 CL�SEQUT ACTIVITIES [NOT USED] 3.12 PRQTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 31� ATTACAMEN[TS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Qwan 3.4 C.. Added language to clarify and emphasize requirement to "Clearing R�W" 88 26 CITY O�' F'QR'Y' WORTH STANDARD CONSTRiTCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 Norilr Tarrant Express Segmenr 3C Uti(ity AssemUfy 35W-U-O51 i 017823-f OPERATI01+1 AND NIA]NTENANCE DATA Paga 1 of S 1 2 3 PART 1 - GENERAI. 4 L1 SUMMARY SECTIOI�1 dl i8 33 OPERATIQN AND MAINTENANCE DATA 5 A. Section Includes; 6 l, Product data and re(ated infarmation appropriate for City's maintenance and 7 aperation of produets furnished under Cantract 8 2, Such products nnay include, but are not limited to; 9 N - �- � . 10 . . . �.. ?� .. ` � r 1 } 11 �,a�� ''�� Valves 12 B. Deviations fi•om this City af Fort Wor�h Standard Specification 13 1. Non�. 14 I 15 16 17 1.2 1$ 19 24 21 i.3 C. Related Specification Sections incJude, but are not necessarily limited to: � —_ �.,. . ,..`— . .1. f _ -�� -- -� S' - -- �r � ...�....T _nt. __.rrc,__� ' 1. Division 1— General Requi�•ements PRICE AND PAYII�NT PRQCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidia�y to the �arious Items bid. Na separate paymant rvill be allowed for this Item. REFERENCES [N�T U�ED] 22 1.4 �DMIIeTLSTRATNE REQiTIltEMENTS 23 A. Schedule 24 1. Sub�nit manuals in final form to th� City within 30 calendar days of pz•oduct 25 shipment to the project site. 26 1.� SUBII�ITTALS 27 A. Submittals shall be in accordance with Sectian Ol 33 00 . AlI submittals shall be 28 approved by the City prior to delir+eiy. 29 1.6 INFORMAT�QNAL SUBNIITTALS 30 31 32 33 34 35 3b 37 A. Submittal Fonn 1. Prepare data in form of an instzuctional manual for use by City personnel. 2. Format a. Size: 8% inches x 11 inches b, Paper I) 4U pou�d minitnum, white, for iyped pages 2) Hales reinforc�d with plastic, cloth or meta] c, Text: Manufacturer's printed da#a, or neatly ty. pewritt�n C1TY O�' PORT WpRTH North Tarranl Express Segrnent 3C 3TANDARD COAfS'C[2lICT10N SPECIFICATION DOCUMENTS Uti7idy Rssen�bly 35W-U-OS17 Revised Apri120, 2�21 0] 7823-2 OPERATION ANb MAINTENAI�YCE DATA Page 2 of 5 6 7 S 9 ]0 11 12 13 1� 15 fG� d. Drawings 1) Provide reinforcad punclied bincier tab, bind in with text 2) Reduce larger drawings and fold to size of text pages, e. Provide fly-leaf far each separate praduct, or each piece of operating equipment. 1) Pravide typed deseription of product, and major companent parts of equipment. 2) Provide indexed tabs. f. Co�rer 3) Icientify each volume with typed ar printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2} List: a) Title of Project b) Identity of separate structure as applicable c) Identity of g�nera! subject rriatter covared in the maraua.l Sinders 17 a. Co�tnmercial yUali .ty 3-ring binders with dur�ble and cleanable plastic covers 1 S b. When multiple binders are used, correlate the data into related consis.tent 19 group ings. 20 2i 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4U 4l �2 43 �}4 45 46 47 �48 4. If available, provida an el�ctro�aic form of the O&M Manual. B. Manual Content 3 4. 1. Neatly typewritten table of contents faa• each volurne, arranged in systeinatic order a. Contractor, name af responsible principal, address and telephone number b. A list of eaeh product required to be included., indexed to content of tiie volume a List, with each product: ]) The name, address and telephone number of the subcontractor or installer 2) A list af each product reyui�•ed to be incluc�ed, indexed to content of the �olume 3) ldentify area of responsibility of each 4) Local source of supply for parts and replaeament d. Identify each product by product name and other identifying symbols as set farth in Contraot Documents. 2. Praduct Data a. Include only those sheets which are pet-tinent ta the specific product. b. �►nnotate eaeh sheet to: 1) Clearly identify specific product or part instal�ed 2) Clearly identify data ap�plicable to installation 3} Delete re�erences ta inapplicable u�formatior� Drawings a. Supplement product data with dcawings as necessary to clearly illustrate: 1) Relations of campone�rt �a�ts of equipment and systems 2) Cantral and flow diagrams b. Coordinate drawings with information in Project Recard Dacuments to assure coz•rect illustration of completed installatian. c. Do not use Praject Record Drawings as maintenance drawings. Written text, as requir�d to suppl�ment product ciata for the pa►ticu�ar ii;stallation: a. Organize in cansistent fonaaat under separate headings for different procedures. b. Pro�ida lagical sequence of iustructions oieach procedure. CITX QC I'pRT WORTH STANi3ARD COIdSTRUCTION SPHCIFICATION DOCUM�NTS Revised Apri120, 2021 Nor•ih 7'ar�'aMt �xpress Segi»e�t 3C illilily .dssemLlp 35W-U-05i7 01 76 23 - 3 OPERATIQN ANI3 MAINTENANCH DATA Page 3 of 5 ] S. Copy af each warranty, bond and service contrant issued 2 a. Provide information sheet far City personnel giving: 3 1} Proper procedures in event of failure 4 2} Instances which rnight affect validity of warranties or bonds C. Manual for Materials and Finishes i. Submit 5 copies of complete manual in final forna. 7 8 l0 11 12 13 14 15 16 I7 18 19 20 21 22 23 2. Content, for architectural products, applied materials and finishes: a. Manufacturea•'s data, giving full information on products 1} Cataiog number, size, compositian 2) Color and textnre desig.nations 3) Infor�nation required far reordering special manufactured praduc�s b. Instruo�ions for care and maintenance 1} Manufacturer's recommendatron For iypes of cleaning agents and methods 2) Cautioiis against cleaning agents and methads whieh are datrimental to produet 3) Recommended schedule for cleaning and rnaintenance �;, .,. ....r. .xry tn.,... _ �.,_ ._ rf3$ „ s � y .,vare �.,oti._c❑. '� �� — , r' ��'i o n� �' �, �: , _:�:..:.-...�;�. - 24 t. , 25 � , , . 2b ; �eser�i�� 27 � , 28 t `- � 29 ` 30 _ - �� _ e,�.. 3l -- �� 32 , , > 33 i-' 34 " 35 .,. ,:�� o u.�„ e 3 6 +' �tte-e}�� 37 '� . '� 38 , , 39 r` � 40 r -_+.. 4[ � 42 c 1?� ' 43 �-� � �, � _r�rodia��:� _r�.,..�..�n n.��.,e�f f,. . o 45 .�` 46 � .,�..,iia.� ,. .,+..�.i a:,�...,�v..� k., ,. „�..,,�., .`. ..� .,�,,...... 47 , ' 48 1_ � ..�f,.�,.,t.s;;�=�.�.... ,.,,a,.a _ ..��-� C1TY OF FORT WQRTH Nof•Ih Tar�•ant �'xpress 5egnaent 3C STANDARD CpNS'i'itUCTION SPECIFICATIqN DOCUMENTS Utility �tssetrr8ly 35W-U-OS17 Revised April 20, 202 ] 017823-A OPERATIaN AND MAINTENAfVCE DATA Page 4 of 5 � � � • n• • � - ,�, � • _ ' '� .- - ' - -�a�- z F. ' , - -5 � 3 4 �- 5 � , . 6 � -.* . 7 � , , � 8 , 9 �' 10 �- 11 � �,,.,... ., � o 12 -�e+�'e�s S3 14 �--- - 15 ` ' ��e�'�s 16 17 �ee�-fe�e� 18 �, 19 �' � 20 . ' �t+tte-�er-e�i�e�rs 21 _ �� • �� 22 , , 23 � 24 — "T_ ' 25 '� ' �� > > 26 27 � 28 � F _ - --_ - ---� �.:-: !�' .^.�#+��r�� ;�� #� -�ee�-# � �1--��-r, a�t�� 29 - ; � 30 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 32 1.9 QUALITY ASS�iTRANCE 33 A. Pro�ide operation and maintenance data by personnel with the %ilowing criteria: 34 1. Trained and experienced in maintenance and operafion of described products 3S 2. Skilled as technical writer to the extent req�ired to comtnunicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WQRTH Nw•!h Tarfam �xpress Segrnem 3C STANDARD CONSTRUCTION SPECIFICATIOid DOCUMENTS Utllit}+ t�ssenrbly 35W-U-0517 Itevised Apri120, 2023 017823-5 pPERATION AND MAINTLNANCE DATA Page S Of S 1.1Q DELIVERY, STORAGE, AliTi} HANDLING [NOT USED] 2 1.11 FIELD [,SITE] CDi�1DITIONS [NOT USED] 3 1.1� W�IRRANT'Y [NOT USED� 4 PART � - PRODUCTS [NOT USED] 5 PART 3- EXECUTION [IrTOT USED] 6 END OF SECTION 7 Revision Log DATE NANIE SUMMARY OF CHANGE $/31/2fl12 D. Johnson 1.S.A,1 —tiile of seclion r�moved CITY OF FORT WqRTH Narth Tiri•ra�a! Express,Seg��tend 3C STANDf�RB CONSTRUC`I'IpN SPEGIFICATI�M DOCUMENTS U11�tty l4ssentbly 35W-U-0517 Rer+ised Apri120, 2021 01 7S 39 - 1 PROJECT R�CORD I�OCUMEAi'i'S �age 1 of4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY sECTio�r ox �s 39 PROrECT RECORD DOCi1MENTS 5 G 7 8 9 I 10 11 12 13 i4 f 15 16 17 \ �g � 19 20 21 22 23 I A.Section Ir�cludes: l. Work associated with the documenting the project and aecording changes to project documents, including: a. Record Drawings b. Wat�r Meter Service Reports B.De�iations from this City af Fa�t Worth Standard Specification 1. None. C. Related Specification Sectinns inelude, but are not necessarily limited to: 1. r , 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROG'EDURES A. Measurement and Paytnent 1. Work associated with this Item is considered subsidiary to the various I�ems bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADl��IINISTRATTVE REQUIItEMENTS [NOT U�ED] 1.5 SUBMiTTALS 24 A. Prioi• to submitting a request for Final Inspection, deliver 1'roject Recoz•d Documents to 25 City's Pro,�ect Representative. 2G 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMTTTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT IISED] 28 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 29 1.9 QUALXTY ASSURANCE 3Q A.Accuracy of Records 3I 1. Thoroughly coordinate changes wztl�in the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 ather pocuments whe�•e such entty is required to show Yha change propar�y. 34 2. Accuf•acy of records shall be such that future search for items shown in the Contcact 35 Documents may rely reasonably on informa�ion obtained iram the appraved Project 36 Record Documents. CTTY OF 3'ORT WORTH STANDARD CONSTRUCTIDN SPEGIFICATIQN QQCUMENTS Revised April 2D, 2021 No,•dh Tarrttrtt Ex�,•ess Segnient 3C Utflity Assembly 35W-U-0517 01 7$ 39 - 2 PRO.IECT RECORD DOCUMENTS Fage 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 � 3. To facilitate accuracy af records, make entries within 24 hours after receipt of inforrr►ation that the change has occurred, 4. Provide faetual infoz-nnation regard�ng all aspects of the Work, both coneeal�d and visible, fio enable future madi�icatson of the Work to proceed without lengthy and expansive site measurement, investigation and examination. 11(1 STQRAGE A1�ID HANDLING A.Storaga and Handling Requii•ements I. Maintain the job set of Recard Documents completely pratected fram deterioration and from Iflss and darnage until completion of the V�ork and transfer of all recarded data ta the final Project Record Documents. 2, In the event of loss of recorded data, use means necessary to again secure the data to the City's appi•oval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NQT USED] 1.12 WARRANTY [NOT USED� 17 PART 2 � PRODUCTS 18 19 2a 21 22 �.1 OWNER-FURNISHED [oR] QW1VERnSUPPLIED PRODUCTS [NOT ZTSED] 2�.� RECORD DOCi1MENTS A.Job set 1. Pramptly following receipt ofthe Notice to Proceed, secure from the Giiy, at no charge to the Contractor, 1 complete set of aIl Document� comprising the Contract. 23 B.Fina] Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, pro�ida 25 the City l complete set of a!! F'inal Record Drawings in the Contract. 26 3.3 ACCESSORIES [NOT iTSED] 27 2.4 SOURCE Q[7ALITY CONTROL [NOT US�D] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 3Q 3I 32 33 34 35 3.2 EXAMINATYON [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A.Maintenance of Job Set 1. lmm�diately upon receipt of �he jab set, identify eacn of the Documents with the title, "RECORD DOCUMENTS - JOB SET". C1TY OF PORT WORTH Nor•Ih Tari•unt Cxpress Segmeni 3C STAA]pARD CONSTRUCTION SAECIFICATION DOCUM�NTS Utr7ityAssembly 35W-U-0517 Revised April ZQ 2021 017839-3 PROJECi' R�COIZD DOCUM�NTS Page 3 of 4 1 2. Preserv�atian 2 a. Cat�sidering the Contract cornpletinn time, the probable number af occasions 3 upan w�ich the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable rnethod for protecting the jnb set. 6 b. Da not use the job set far any purpose except entry of new data and for re�iew 7 by the City, until start of transfer of data #a final Project Record Documents. 8 c. Maintain the job set at the site af work. 9 3. Coardination with Construction Survey 10 a, At a minimum, in accordance with the intervals set forth in Section 01 71 23, I 1 clea�•ly mark any deviations from Contra�t Documents associated with 12 installation of the infrastructure. 13 14 15 l6 i7 I8 19 20 21 22 23 24 2S 2b 27 28 29 3U 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 4. Making entries on Drawings a. Record any deviations from Contract Dacuments, b. Use an erasable coiored pencil {not ink or indelible �encil), clearly describe the change by graphic line and note as requir�d. c. Date all entries. d. Ca11 attention to the entry by a"cloud" drawn around the area or areas afFected. e. In the evant of ovetlapping changes, use different colors for the overlapping changes. 5. Conversion oi sehematic layouts a. In some cases on the Drawings, arrangements af eonduits, circuits, piping, ducts, and similar ite�ns, are shown sch�matically and are not intended io portray precise physical layovt. 1) Final physical arrangement is deteimined by the Contractor, subjecf �o the City's approval. 2) Howevei; dasign of future modifications af the faciIity may require acc�rate infvrmation as to tiie fi1�a1 physicallayout of items which are shawn only schematically on the Drawings. b. Show on the job set of Record D�•awings, by dimension accurate to within 1 inch, tt�e centerline of each run of items. l} Final physical arrangement is determined by the Contractor, subject to the C ity's approval. 2) Show, by symbo� or note, the vertical location of the Item ("under slab", "in ceiling �lenuin", "exposed", and the like). 3) Make all ident�fication sufFiciently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements fo�• canversion af schematic layouts where, in tite City's judgment, conve�•sion seives no useful purpose. Hawever, do not �•ely upQn wairrers being issued except as specifically issued in writing by the City. B.Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding fin�l document�, coox•dinating the chan�es as requirad. b. Clearly intlicate at each affected detail and other Drawing a full deseription of changes made during construction, and the actual loca#ian of items. c. Call attention to each entry by drawing a"cloud" around the area or areas afFected. CITY OF FORT WORTH STANDARD C�NSTAUC'T1QN SPECIFICATION DOCUMENTS Revised April 20, znz i Nor1h Tan�ani Expr•ess Segr�zenr 3C Utrliry Asser�rbly 35W-U-0517 �17839-4 PROJECT AECORD BQCIIM�NTS Page 4 of 4 1 2 3 4 S 6 7 8 9 10 11 iz l3 14 15 16 17 18 19 20 21 22 23 24 d. Make changes neatly, consistently and with the proper rnedia to assure longevity and clear reproduction. 2. Transfer of data to ather pocuments a. If the Documents, other than Drawings, have been kept clean duri.ng progress o� the Work, and if ent��ies thei•eon have been arderly to the approval of the City, th� job set of those Documents, other than Drar�ings, will be accepted as final Record Documents. b. If any such Document is not so approved b� tne City, secure a netiv capy of that Dacument fro.m the City at the City's usual cha�•ge for repraduction and handling, and c�•efully transfer the change data ta the new copy to the approval of tl�e City. 3.� REPAIR / R.ESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.i FIELD [osj SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NQT USED] 3.9 ADJUSTING [NOT C75ED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTNITIES �NQT USED� 3.12 PROTECTION [NOT USED] 3.13 MAIN'TENANCE [NOT USEI.I] 3.I4 ATTACT3MENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY �F GHANGE c�rY ar �oxT woR� STANDARD CONSTItUCTIDN SP�CIFICATION BOCUMENTS Revised April2q, 2021 Nw•th Tarranl Fxpress Segnteni 3C Utility Assembl�� 33W U-OS17 02 41 13 - I SEL�CTN� SiTB DEMOLITTRN Page 1 of 5 SECTION 02 41 13 SELECTIVE SITE DEMOLITION PART 1 � GENERAI.1.1 SUMMARY A. Section Includes: 1. Removing sidewalks and steps 2. Ren�oving ADA ramps and landings 3. Removing driveways 4. Removing fences S. Reznoving guardrail 6. R�mvving retaining walls {iess ihan 4 feet tall) 7. RemQving mailboxes 8. Re�x�.oving rip rap 9. Removing miscellaneous concrete structures including porches and foundations 10. Disgosal of removed materials B. Deviations this from City of Fort Worth Standard Specification 1. None. C. Related Specification Sectioas include, but are not necessarily limited to: 1. Diviszon 0— Bidding Requirements, Cantract Forms, and Conditions of the Contract 2. Division 1— GeneraI Rec�uirements 3. Section 31 23 23 — Borrow 1.2 PRICE AND PAYMENT PR�CEDURES A. Measurement and Payment 1. Measurement a. Remove Sidewalk: Measux•e by squa�re foot. b. Remove Steps: measure by the square foot as seen in the plan view only. c. Renaove ADA Razarip: measure by eac,h. d. Remove Dri�eway: measure by the square foot �ry type. e. Reznove Fen:ce: xneasure by the linear foot. f. Remove Guardrail: measure by the linear foot along the face of fhe rail in place including metal beam guard fence transitions and single guard rail terminal sections from the center of end posts. g. Remove Retaining Wall (less than 4 feet ta11): m.easure by the linear foot h. Remove Mailbax: measure by each. i. Remave Rip Rap: ineasura b� the square foot. j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 2. Payment a. Remove Sidewalk: fc�ll campensation for saw cutting, r�moval, hauling, disposal, tools, equipment, Iabor and incidentals needed to execute work. CITY pF' FORT VJORTH NorU� Tarranl �xpress Segrrserrt 3C STANDARD CONSTRUCTION SPECIFICATIOTi DOCLTMEIVTS Utilidy �ssernbly 35W-U-0517 Revised Decem6e�' 20, 2U12 02 41 13 - 2 SBLEC7"IVE SITE DEMOLITIQN Page 2 of 5 Sidewalk adjacent to or attached to retaining wall (zncluding sidewalk that acts as a wal! footing} shall be paid as sidewalk removal. For utility projects, �his Item shall be con�idered subsidiary to the trench and no other compensation will be alfot�ved. b. Remove �teps: full comp�nsation For saw cutt�ng, removal, hauling, dispasal, tools, equipFnent, labor and incidentals needed to execute work, Fox utiIity projects, this Ttem shall be considered subsidiary to the trench and no other compensatian will be allowed, c. Remove ADA Ramp and landing: fi�ll compensaiinn for saw eutting, removal, hauling, disposal, tools, equipment, labor and incidentals needed �o execute vvork. Work includes ramp landing removaI. For utility projeets, this Item shalI be considered subsidiary to the trench and no ather compexasation wi11 be allowed. d. Remove Driveway: fult coznpensation for saw cu�ting, remaval, hauling, disposal, tools, equipm.ent, labor and incidentals needed to remove improved driveway by type. For utility projects, this Item shall be considered subsidiary to the trench and no other compensation will be allowed. e. Rernnve Fence; full compensation for removai, hauling, dispasal, tools, equipment, labor and incidentals needed to remave fenee. Far utility projects, this Item shall be considered subsid'zary to the trench and no other compensatian will be allowed. f. Rezzaave Guardrail: fixll compensation for removing materials, loading, hauling, unloading, and storing or disposal; furnishing backfill material; backflling the postholes; and equipmeni, labor, tools, and incidentals. For utility projects, th.is Item shall be considered subsidiary to the trench and no other compensation will be allowed. g. Rernove Retaining Wa11(less than 4%et tall): fuu cornpensation for saw cutting, removal, hauling, disposal, tools, equiprnent, labor and incidentals needed to execute work. Sidewalk adjacent to or attached to aretaining wall (inc�uding sidewalk that acts as a wall footing} shall be paid as sidewalk removal. For utility projects, this Item shall be considered sub.sidiary to the trench and no ather compensation will be allowed. h. Remove Mailbox: fi�ll compensation for remo�al, hauliug, disposal, tools, equipment,labor and incidentals needed to execute work. For utility projects, this Item shall he considered subsidiary to the trench and no other compensatifln will be allow�d. i. Retnave Rip Rap: full compensation for saw cutting, removal, hauling., disposal, toals, equipment, labor at�d incidentals needed to �xecute work. For utility projects, this Item sha11 be considered subsidiary to the trench and no other compensation wi11 be allowed. j. Remove Misc�Ilan�ous Concrete Struciure: full compensatian for saw cuttin.g, removal, hauling, disposal, tools, equipment, labar and inczdentals needed to execute work. Far utility projects, this Item shall be considered subsidiary to the trench and no other cornpensation will be allowed. 1.3 REFERENCES A. Deiinitions CjTY O�' FORT WpRTH Nor•!!a Tarranl Espress Segrnend 3C STANDARD CONSTRUCTIQN SPECIFICAT107� DOCCJMEIVTS Ut�lity Assernb�y 35W U-0517 Revised �eeember 20, 2U 12 024113-3 SBLECTIVE SITE DE3vIOLiT�ON Page 3 af 5 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit pavers. i.4 ADMINISTRATIVE REQiTIREMENTS INOT USED] 1.S SLTBMITTALS �NOT USED] i.G ACTIQN SUBMrTTALS/INFORMATIONAL SUBMITTALS [NOT i7SEDj 1.'� CLOSEOUT SUBMITTALS [NOT USED] I.S MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USEDj 1.]0 DELIVERY, STORAGE, AND HANDLIl�iG [NOT USED] L11 FIELD [SITE] CONDITIONS [NOT USED] I.l � W�RRANTY [NOT USED] PART �- PRODUCTS 21 OWNER-FURNISHED PRODUCTS �NOT USED] 2.2 MATERIALS A. Fill Material: See Sect�on 31 23 23. �.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALTTY CONTROL [NOT USED] PART 3- EXECIITION 3.1 INSTALLERS [NOT USED] 3.2 EX�MINATION [NOT USED] 3.3 PREPEI,RATION [NOT U�ED] 3.4 REMOVAL A, Remave Sidewalk 1. Remave sidewaik to nearest existing dur�y, expansion or co�struction joint. 2. Sawcut when rennoving to nearest joint is not practical. See 3.4.K. B. Remove Steps 1. Rerr�.ove step to nearest existing durnmy, expansinn or construction joint. 2. Savvcut when removin.g to nearest joint is not practical. See 3.4.K. C. Remove ADA Ramp 1. Sawcut existing curb and gutier and pavem�nt prior to wheel chair ramp removal. See 3.4.K. 2. lZemove ramp ta nearest e�cisting dum�nay, expansion or eonstruction joint on existing sidewalk. D. Remove Driveway 1. Sawcut existing drive, cu�'b and gutter and pavement prior to drive removal. See 3.4.K. 2. Remove drive to nearest existing dummy, eXpansion or construction joint. 3. Sawcut vvhen removing to nearest joint is not practical. See 3.4.K. 4. Remove adjacent sidevvalk tQ nearest existing dummy, expansion or construction jaint on existing sidewalk. E. Remove Fence 1. Remove all fence compone�.ts above and below ground anc3 backfill wiih aceeptable fill material. 2. Use caUtian in. removing and salwaging %nce materials. C1TY OF FORT WORTH Norlh Tarrm�� E'xprass Segrnent 3C STANDARD CON5TRLICTION SPECIFICATI�N DdCUM6NT3 Utilily ,4ssernb7y .35W U-0517 Revised Deaember 20, 2a [ 2 02 41 13 - 4 3ELECTIVE S1TE DEMOI.]TION Page 4 of S 3. Salvaged materials may be used to reconstruct fen.ce as appraved by' City or as shawn on Drawings. 4. Contractor responsible for keeping animals (livestock, pets, etc.} within the fenced areas during construction aperation and while removing fences. F, Rezn.ove Guardrail 1. Remove rail elements in original lengths. 2. Remove fittings frorn the posts and the metal rail and then pull the posts. 3. Do not mar or darnage salvageable materials c�uring removal. 4. Completely remove posts and any concrete surrounding the posts. 5. Furnish backfill material and backfiil the hole with material equal in composition and density to the surrounding soil unless otherwise directed, 6. Gut off or bend down eyebolts anchored to the dead man to an elevation at least lfoai balary the new subgrade elevation and leave in place along with the dead man, G. Rema�e Retaining Wa11(less than 4 f�et ta11) l. Rernave wall to nearest existing jaint. 2. Sawcut when removing to nearest jaint is not practical. 5ee 3.4.K, 3. Removal includes all compon.ents oF th� retaining wall including footings. 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A H. Remove Mailbo� I. Salvage existing materials fnr reuse. Mailbox materials may need to be used far reconstruction. I. Remove Rip Rap I. Remave rip rap to neares.t e7cisting dummy, expansian or construetion jaint, 2. Sawcut when removing to nearest join.t is not practical. See 3.4.K. J. Remove Miscellaneous Conerete 5tructure 1. Remo�e portions of miscellaneous concret� structures including foundaiions and slabs that do nat interfere with proposed cnnstruetion to 2 feet below t�e finished graund line. 2. Cut reinfarcement close to the portion af the cancrete ta remain it�. place. 3. Break or perfarate the bottom of structures to remain #o prevent the entrapment �i water. K. Sawcut 1. Sawing Equipment a. Power-driven b. Manufactured fox the purpose of sawing pa�vement c. In good operating condition d. Shall not spall or fracture the pavement to the removal area 2. Sawcut perpendicular to the surface coz�npletely through existing pa�ement. CITY OF FORT WORTH Narlh Tarrant �'xpress �egmenl3C STA[�IDARD CONSTRUCTION SPECIFICATION DDCUMENTS Utiliry Rssembly .35W-U-OS17 Revised December 20, 2012 0241 [3-S SELEGTIVE SiTE DEMOLITION Page 5 o£S 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 SITE QUALITY CONTROL [N�T USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJi7STING [NOT USED] 310 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIE'S [NOT USED] 3.12 PROTECTION �N�T USED] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT U�ED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1 2/2 0120 1 2 D. Johnson l.2.A.2. Modified Payment -[tems will be suhsidiary to trench on utility proje�ts .� C1TY pF FORT WORTH Norlh 7'arrunl E.xpress Segment 3C STANDARDCQNST'RUC`I`LON5PECIFICATION DOCUMENTS illilrly�lssembly354Y-U-O51? Revised Decemher 20, 2012 02 41 l4 - 1 UTILITY RSMOV.�.LJABANdONMENT Page 1 of 17 OSECTION OZ 41 14 UTILITY REMOVALIABANDONNLENT PART 1- GENERAL 11 SUMMARY A. 5eetion Includes: 1. Dixection for the removal, abandanment or salvaging of the following utilities: a. Cathodic Protection Test Stations b. Water Lines c. Gate Valves d. Water Valves e. Fire Hydrants f. Water Meters and Meter Box g. Water Sampling Station h, Conerete Water Vaults i. Sanitary Sewex Lznes j. Sanitary SewerManholes k. Sanitary Sewer Junction Boxes 1. Storm Sewer Lines m. Sfoz7m Sewer Manhole Risers n, Stoxxn Ser�er Junction Boxes o. Sfiorm Sewer Inlets p. Bo� Culverts q. Headwalls and Safety End Treatm�nts r. Trench Drains B. Deviations from this City of Fort Worth Standard Speci�cation 1, None. C. Related Specifieation Seetions include, but are not neeessarily limited to: 1. Division 0— Bidding Requirements, Contraet Farams and Conditions of the Contract 2. Di�ision 1— General Requirements 3. �c;ction 03 34 13 — Controlled Low Sirength Mate�ial (CLSM) 4. Section 33 05 10 — Utility Trench Excavation, Embedznent and Backfill 5. Section 33 QS 24 — Installatian of Carrier Pipe in Caszng or Tunnel Liner Plate 6. Section 33 11 11 — Ductile Iron Fittings 7. Section 33 11 I3 — Cancrete Pressur� Pipe, Bar-wrapped, Steel Cylinder Type 8. Section 33 11 14 — Buried Steel Pipe and Fittings 9. Sec�ion 33 12 25 — Connection to Existing Water Mains 1.� PRICE AND PAYMENT PROCEDURES A. Utility Lines CITY qF PpRT WORTH North Tarrant Express Segmer:l3G STANDARiI CONSTRUC7'ION SPECIFICATION DOCI]MENTS UtrlityAssemb1y35GY-tI-0517 Revissd Decemher 20, 20l2 02 41 14 - 2 UTILITY REMOVAUABANqONMENT Fage 2 of 17 1. Abandontnent o£ Utility Line by Grnuting a. Measurement 1) Measurement £or this Item snall be per cubic yard of existing utility lin� to be grQuted. Measure by tickets showing cubic yards of grout applied. b. �ayment 1) The work performed and materials fiirnished in accordance vtrith this Item and measux•ed as provided under "Meas�renient" shall be paid for at the unit price per cubic yard af "Line Grouting" for: a) Various types of utiiity line The price bid shall include: 1) Low density e�llular grout or CLSM 2) Water 3) Pa�emant removal �) Excava�ion 5} Hauling 6} Disposal of excess materials 7) Furnishing, placem.ent and cornpaction of backf'�ll $) Clean-up 2. Utility Line Removal, Separate Trench a. Measurement 1} Measurement for tlus Itern shall be ger linear foot of existing utility line to be removed. b. Payrnent i) The r�vork perfarmed and materials furnished in accordance with this Item and measureci as pravided under "Measurement" shalI be paid for at the unit price bid per linear foot of "Ramove Line" for: a} Various types of existing utility line b} Variaus sizes c. The price bid shall include.: 1) Removal and dis�osal of exzsting utilit}+ pipe 2) 3) 4} 5) 6) 7) Pavemenf removal Excavation Hauling Disposal oi excess materials Furnishing, placem�e�t and compacCion of backfill Clean-up Utility Line Removal, Same Trench a. Measureznent 1) This Item is considered subsidiary the proposed utility lin� being installed. b. Payment 1} The work performed and materials furnisY�ed in aecordance with this Item are subsidiary to the instaJ.lation of proposad utility pipe and �hajl be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other com�ensation will be alSowed. Cl7"Y OF FORT WOiZTH Norfh Ttrrm�zt �apress Segrnend 3C STANDARD C�NSTRUCTION SPECIF'ICA'FIbN DOCUIVIENT5 Utility,4ssemGly 33W-U-0517 Revised Dece�nber 20, 2{112 02 41 l4 - 3 UTILITY R6M4VALlASANDONMENT Page 3 oi 17 4. Manhole Abandonment a. Measurement 1} Measurement for this Item will be per each manhale to �e abandoned. b. Payment 1) The work perfarmed and materials furnished in accordance with this Item and tneasured as pro�ided under "Measurement" shall be paid fc�r at tl�e unit price bid per each "Abandon Manhole" for: a) Various diameters b) Various types e. The price bid shall include: 1) Removal and disposal of manhole cone 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of e�cisting sewer lines 4) Concrete 5) Acceptable z�.aterial for backfilling manhole void 6) Pavement rennoval '7} Excavation 8} Ha�ling 9) Disposal of excess materiats 10) Furnishi.ng, placement and campaction of backfill 11) Surface restoration 12) Clean-up 5. Cathodic Test Station Abandonment a. Measurement 0 c.. 1) Measuremeni for this Item w�ll be per each cathodic test station to be abandaned. Payrnent 1) The work perfortmed and materials fizrnished in accordance with this Item and ilieasured a� pro�ided under "Measurement" shall be paid for at the unit price bid per each "A6andoa� Cathndic Test Statian'°, The price bid shall include: 1) 2) 3} 4} 5} 6) 7) 8) Abandon cathodic test station CLSM Pav�ment removal Excavation Hauling Disposal of excess makerials Furnishing, placement and compaction of backf�ill Clean-up B. Water Lines and Appurtenances 1. Installatian of a Water Line Pressurc; Plug a. M�asurement 1) IVleasua•ement for this Item shall be per each pressure plug ta be installed. b. Payment CITY OF FORT WORTH Narrlt Tarran� �rpress �egmenl3C STANDARD CO3�STRUCTEOIv 3PECIFICATiON DOCUMENT5 Uttlity Assembly 35YV-U-OS17 Rev'tsed deceuiber 2q, 2012 oz�� a-� UTILITY REMpVALIABANDONM�NT Page 4 of 17 2 i) T'he work performed and materials furnished in accordance with this Item and measured as provided under "Measure�nent" shaIl be paid for at the unit price bid far each "Pressure Plug°' instalSed �or: a) Variaus sizes c. 'The price bid shall include: 1} Furnishing and installing pressure plug 2) Pavement removaI 3) Excavation 4) I3aul'mg 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction oi �mbedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 1 i ) Testing 12) Clean-up Abandonment of Water Line by Cut and iu�stallation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each c�t and abandonment plug instailed, b. Payment 1) The work performed and materials furnished in accQrdance vvith this Item and measured as provided under "Measurement" shall be p:aid for at the unit price bid foc each "Water Abandon�neiit Plug'' installed %r: a} Various sizes Excavation Hauling CLSM Disposal Qf excess matarial Fumishing, placement and compaction of backfill Clean-up 3) 4) 5) 6) 7) $) c. The price bid shall include: 1) Furnishing and installing abandonment plug 2} Paverrien� removal 3. Water Valve Removal a. 1Vleasurement I} Measurement for this Item will be per each water valve to be removed. b. Payment 1} The work perfozxned and rnaaterials furnished in accordance with this Item and measured as pro�+ided under "Measurament" shall be paid fQr at the unit price bid per each "Remove Water Valve" for: a) Various siz�s c. The price bid shall include: 1) Remaval and disposal of valve 2) CLSM Cy � 11'L�] � �i1.7111�dL�7:�1 It: STANAARD COiVSTRUC77dN SPECIFICATION DOCUMENTS Re�ised December 20, 2012 Nortli Tarrant Bapress,�egmenl 3C Ulility Assembly 35�'-U-0517 oza� ia,s UTILITY REMOVALJABANDCINMENT Aage 5 of 17 3) Pavement removal 4) Excavaiion S} Hauling 6} Disposal of excess materials 7} Furnishing, placement and compaction of backfill 8} C1ean-up 4. Wat�r Valve Removal and Salvage a, Ivleasurement 1} Measurement for tlus Item will be per each water valve to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordaz�.ce with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid p�r each "Salvage Water Valve" for: a) Various sizes c. The price bid sha11 include: 1) Removal and Salvag� of valve 2) CLSM 3} Delivery to City 4) Pavement removal 5) ExcaWation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placeinent and compaction of backf'�ll 9) Clean-up 5. Water Valve Abandonment a. Measurement I) Measurement for tlus Item will be pex eaeh water �alve to be abandoned. b. Paynnent 1) The work performed and materiais furnished in accordance with this Item and measured as provided ander "Measurement" shall be pair3 for at the unit price bid per each "Abandon Water Val�e" for: a) Various Sizes c. The price bid shall include: 1) Abandonment af valve 2) CLSM 3} Pavement removal 4} Excavation 5} Hauling 6} Disposal of excess materials 7} Furnishing, place�ne�at and coxnpaction af backfill 8} Clean-np 6, Fire �Iydrant Removal and Salvage a, Measurement 1) Measurezxkent for tlais Item wi11 be per each fire hydrant tQ be removed. b. Payznent CITY OF FORT WORTH Narth Tarrant Express 5egmen[ 3C STANDARD CONSTRUCTfOI�i SPECIFZCATION DOCiJM�N'I'S Udility Assemb�y 35W-U 0517 Etevised December 2U, 20 ] 2 D241 14-6 UTILITY REMOVAL/ABANDqNMEA3T Page G oF 17 l) The work performed and materials furnished in accardance with this Ite;n and measured as provided under "Measurement" shall be paid for at the unit price bid per e.ach "Salvage Fire Hydrant". c. The price bid shall include: 1) Removal and salvage of fire hydrant 2} 3) 4) 5) 6) 7) 8) Delivery to City Pavement rerr�oval Excavation Hauling Disposal of excess materials Furnishing, placement and compaction of backfill Clean-up 7. Water Meter Removal and Salvage a. Measuxement 1) Measurement for this Ttern vc+iil be per each water meter to be removed and salvaged. b. Payment 1) The work performed aud materials furnished in aecorc�ance with this Item and i�aeasuced as pro�ided under "Measurement" shaIl be paid for at tlie unit price Uid per each "Sal�age Water Meter" for: a) Various sizes 2) If a"Water Meter Service Relocate" is pe��farmed iu accos•dance wit�� Section 33 12 10, removal an� salvage or disposal oithe existing (2-inch or smaller} water meter shall be subsidiary to the cost of the "Water Meter Service Relacate", rio ail�er co.inpet�sation will be allowed. c. The price bid. shall include: 1) Removal and salvage of water meter 2) 3) 4) S) 6} 7) 8) DeJavery to City Paven:ient removal Excavation Hauling Disposal of excess materials Ft�ruishing, placement and compaction of backfill Clean-up Water Sa�plzng Station Removai and Salvage a. Measurement 1} Measurerment for this Item will be per each water sampling statzan to be rernoved. b. Payment 1) The work per%rmed and materials furnished in accordance with t3iis Item and measured as provided under "Meast�rement" shalI be paid for at the nnit pcice bid per each "Salvage Water Sampling Statian". c. The price bid shalZ include: 1} Rerrioval and salvage of water sampling station 2) Delivery to City C1TY OF FORT WORTH No�1h Tarrpnl Eapress Segmenl3C STANDARD CONSTRUCTiON SPECIFICAT[ON DOCUivIENTS U�ility Assembly 35W-U-0517 Revised Aecember 20, 2Q12 Q241 lA-7 UTILITY REMOVALlABANDONMENT Page 7 oP 17 3) Paveme�t removal �) Excavatian 5 ) Hauling 6) Disposal of excess materials 7) Furnishing, placem�ni and compaction af backfill 8) Clean-up 9. Concrete Water Vault Removal a. Measurernent 1) Measurement for this Item will be per each concreie water vault to be removed. b. I'ayment 1) The wark perfoz�med and materials fumi�hed in accordance with this Itezn aiad measuz•ed as pror�ided under "Measuretnent" shall be paid for at fhe uziit pric� bid per each "Remove Concrete Water Vault". c, 'T}�e price bid shall include; 1) Removal and disposal of conerete water vault 2) Rernoval, salvage and delivery of frame and co�er to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable 4) Removal, salvage and delivery af any water meters ta City, if applicabla S) Pavement removal 6) Excavatian 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backfill 10} Clean-up C. Sanitary Sewer Lines and Appurtenances 1. Abandonment of Saz�.itary Sewer Line by Cut and installation af Abandonment Plug a. Measurement 1) Measurenaent for this Item shall be per each cut and abandonment plug installed. b. ]Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the uni# price bid for eaeh "Sewer Abandonment Phig" for: a) Variaus sizes c, The price bid shall include; 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM b) Dispasal of excess material 7) Furnishing, placement and compaction of backf`�1 8) Clean-up 2. Sanitary Sewer Manhole Rernoval a. Measurement CITY pF PpRT WORTH NortJt Tai•rant Fapress Segmenl 3C STAI�DARD CONSTRlTCTION SFECIFICATION DbGUMENTS UtilityAssembly35W-U-0517 Aevised December 2U, 2012 02 41 14 - 8 UTILITY RBMOVALABANDONMENT Page 8 of 17 1} Measuremcnt for this Item wi11 be per each sanitary sewer rnanhole to be removed. b. Payment 2} 3) 4) 5) 6} 7} 8) 9) 1) The work perfarmed and materials furnished in aecordance with this Itena and measured as provided und�r "Measurement" shall be paid for at the unit price 6id per each "Re�nove Sewer Manhole" for: aj Various diameters c, The price bid shall include: 1} Rernoval and disposal of manhole Reznoval, salvage and delivery of frarne and eover to City, if appIicable Cutiing and plugging of e�zsting s.ewer lines Pavement removal Excavation Hauling Disposal af excess materials Furnishing, placement and compaction of backfili Clean-up 3. Sanitary Sewer Junction Stzueture Removal a. Measurement �.7 c. 4) 5) 6) 7} 8} 1) Measurement for this Item will be per each sanitary sewer junctian structure being removed. Payment 1} The work performed and materials furnished in accordance with this Item and measur�d�as provided under "Measurement" shall be paid for at the lump sum hicf per each "Remove Sewer Juilction Box" location, The price bid shalI include: 1) Remo�ai and disposal of jnnction box 2) Removal, salvage and delivery of frame and co�er to City. 3) Pavement removal Excavation Hauling Disposal of excess materials Furnishing, placement and compaction of backfill Clean-up D. Starm �ewer Lines and Appurtenances Abandonment of �tarm Sewer Line by Cut and installation of Abandonment Plug a. Measurement i) Measurement for this Iiem shall be per each cut and abandonnaent plug to be installed. b. Payment 1) The work perfarmed and materials furnished in ac�cordance with this Item and measured as prQvided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Pl�g" installed for: a} Various sizes c. The price bid shall include; C17"Y OF FORT WORTH Nof•!1� Torranl F�pr•ess Segmertt 3C STANDARI] CONSTRiJCTION SPECIFICATION DOCIiMENT3 rltiliry Assembly 3SW-U-d517 Revised December 20, 2Q12 Q24114-9 UTILITY REMOVAL.IABAN�ONMENT Page9of17 1) Furnishing and installing ahandanment plug 2) Pavement removal 3) Excavation A�) Hauling 5) CLSM 6) Disposal of excess matarial 7) Furnis�ng, placeznent and compaction of backfill 8) Clean-up 2. 5torm Sewer Manhole Removal a, Measurement 1) Measurement for this Item will be per each storm sewer maxahole to be removed. b. Payment 1) The r�ork performed and materials fiu�ished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit pa�ice bid per each "Remov� Manhole Riser" far: a) Various sizes c. The price bid shall inelude: 1) Removal and disposal of manhole 2) Rernoval, salvage and delivery of frame and cover to City, if applicable 3) Pavem.ent removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of back�ll 8) Cl�an-up 3, Storm Sewer Junction Box Removal a. Measurement 1) Measurement far this Item will be per each storm sewer junction structure to be remo�ed, b. Payment 1) The wvrk perfoz�n.ed and materia�s furnished in accordance with this Item and measured as pr�vided under "Measurement" shall be paid for at the unit price bid per each "Remo�e S#or�n Junction Box" for: a) Various sizes c. The priGe bid shall include: 1) Remo�+al and disposal of junc#ion box 2) Remo�al, saivage and delivery of farame and caver to City, if applicable 3) Pavement removal �4) Exca�ation 5) Hauling 6) Disposal af excess materials 7) Furnishiu�g, placetnant and compaction of backfill 8) Clean-up 4. Storm Sewer Junction Structure Removal a. Measuremez�t CITY OF FQRT WORTH Narth 7'afvant �'xpress Segment 3C S'I'ANI�ARD CONSTRUCTION SPECIFICATION DOCiJME�'TS UlilityQssejnbly 35W-U-0317 Revised Deeember 24, 2012 oz �i Ea - io UTILITY REMOVAIJABANUONMENT Page lU of 17 1} Measurement for this Item will be per each storm sewer junction structure being temoved. b, Payment 1) The wor�C performed and materials furnished in accordance with this Item and measured as provided under "1Vleasurement" shall be paid far at the lump sutv bid p�r each "Re�nove 5torm Jsmction Strticture" I�cation. c. The price bid shall include: 1) 2) 3) 4) 5) 6} 7} Removal and disgosal af juncfion structure Remaval, salvage and delivery of frame anci aaver to City, if appiicable Pavement rernoval Excavation Hauling Disposal of excess materials Furnishing, placement and compaction of baek£ill 8} Clean-up Storm Sewer Inlet Removal a. Measurement I) Measurement for thi.� Item will he per eaeh starm sewer inlet to be removed. b. Payment 1} The worlc periarmed and mateari.als furnished in accordance with this Item aud measured as pro�ided under "Measurement" shall be paici for at the unit price bid per each "I�emov� Storm Inlet" for: a) Various types h) Various sizes c. The price bi�d shall inelude: 1) Removal and disposal oi inlet 2) Pavement rernaval 3) Excavation CITY OF FDR'1' V7VORTH Nordl� Tarrand Expr•ess Seg,nen! 3C STANDARA CONSTRLICTIOiV SPECIF`ICATION �OCI]MENTS Utility �ssem6ly 35W-U-0517 Revised Dece�n6er 20, 2012 02 41 14 - 11 UTIL[TY REMOVAL/ABANDONMSNT Page l 1 of 17 4) Hauling 5) Disposal of excess materials 6) �'urnishing, placement and coz�paction of backfill 7) Clean-up 6. Storm Sewer Junction Box Rem,oval a, Measurement I) Measurement far this Item shall b� per lineaz foot of existing storm sewer box to be removed. �. Payzxzent 1) The wark performed and �aterials furnished in accordance with �ais Item. and measured as pravided under "Measurement" shall be paid for at the unit price bid per linear foot af "Remove Starm Junotion Bax" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) 3) �}) 5) 6) 7) Pavement removal Excavatian Hauling Disposal of excess materials Furnislaing, placement and compaetion of back�ll Clean-up 7. Headwa11/SET Removal a, Measurezanent 1) Measureznent for this Item will be per each headwall or safety end treatra�ent (�ET} to be remov�d. b. Payment 1) The work performed and materials furnished in accardance with this Itean and measiired as provided under "Measurernent" shall be paid for at the unit price bid per each "Ratnove f-Ieadwall/SET". a The price bid sk�all include: 1) Rernoval a-�d disposal of HeadwalllSET 2) Pavement removal 3j E�ccavation 4) Hauling 5) Disposal of �xcess rnaterials 6) Furnishing, placement and compaction of backfi�l 7) Clean-up 8. Trench Drain Removal a. Measurement 1) Measurement for this Item shall be per linear faot of storm sewer tranch dra�n to be removed. b. Yayment 1) The work performed and materials furnished in accQrdance with this Item and measlZred as provided under "Measurement" shall be paid for at the CITY pF FpRT WORTH Nor1h Tdrra�[ Express Segment 3C STANDARD COi1STRUCTION SPEC1FiCATTON dOCUMENTS Ulility Assernb/y 35W-U-OSI i [tevised December 20, 2Q I2 02 41 14 - l2 UTILITY RSMiOVAL/ABANDONMENT Page l2 of 17 unit price bid per linear foot of "Remove Trench Drain" for; a} Various SiZ85 a The price 6id sha1l include: 1) Removal and disposal of starnn sewer line 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) F'umishing, placement and compaction of backfill 7) Clean-up 1..3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQU�REMENT� A. Coordination 1. Contact Inspector and the Water Department Field Operation Storage Yard for coordination of saIvage material retum. l.� SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT U�ED] 1.7 CLOSE�UT SUBMITTALS [NOT USED] 1.$ MAINTEN�INCE MATERIAL SUSMITTALS [NOT USED] 1.9 Qi1ALITY ASSURANCE [NOT USED] 1.10 DELIVERY, �TORAGE, AND HANDLING A. Starage and Handling Requirements I. Protect and salvage all materials such that no damage accurs duriug deli��ry to the City. 1.11 FIELD [SITE] CONDITIOlvS jNOT USED] 1.12 WARRANTY [NOT USED] PART � d PRODUCTS 2.1 QWNER-FURNISHED [o�] OWNER-SUPPLIED PRODUCTS [NOT USED] �.2 MATERIALS 2.3 ACCESSORIES [NOT USED] 2.4 SOj]RCE QIIALITY CONTROL [NOT USED] CI'CY OF FORT WORTH North Tarraitt Express Segmenl3C STANDARD COI�lSTRUCTION SPECIFiCATIQN DOCUMENTS Utility,4sseml�ly 35W-U-0517 Revised Decem6er 20, 2012 02 41 14 - 13 UTILITY R�MQVALIABAN�ONM�NT Page 13 of 17 PART 3 - EXECUTION 3,i INSTALLERS [NOT U�L+'D] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 REMOVAL, SALVAGE, AND ABANDONMENT A. General 1. Ma:nhole Abandonrnent a. All manholes thai are to be taken out af �ervice are to be removed unless specifically requested and/ar appraved by City. b. Excavate and backfill in aceordance with Section 33 OS 10. c. Remove and salvage manhale franne and cover as coordinated with City. d. Deliver salvaged material to th.e City. e. Cut and plug sewer lines to be abandoned. £ Backfill manhole void in accordance with City Standard Details, B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile Iron Water Lines 1} Excavate., emb�d, and backfill in accordance with Seetion 33 OS 10, 2) Plug with an M� Plug with meohanical restraint an.d bl�cking in aceordance with ��etion 33 11 11. 3) Per%rm Cut and Plug in accordance with Section 33 12 25. h. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accardance with Secti.on 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and bloc�ing in accoxdance with Section 33 11 11. 3) Perform Cut and Plug in accardance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Linas 1) Excavate, embad, and backfill in accardance with Section 33 OS 14 2) Plug usin�; a} A fabricated plug restrained by welding or by a Snap Ring in accordance with Seckzon 33 11 13; or b) A blind flange in accordazice with Section 33 11 13 3)1'erform Cut and Plug in aceordance with Section 33 12 25. d. Buried Steel Water Lizzes 1) Excavate, embed, and backfill in accordance with Sechon 33 45 10. 2) Plug uszzag: a) A fabricated plug restrained by welding in accordaz�ce with Section 33 11 14; or b) A blind flange in accordance with Section 33 11 14 CITY O� F�RT WORTH Nortlt Tarrant �xpress Segment 3G STANDARD CON5TRllCTION SPECIFIGAT�ON DaCUMENTS Utiltty Assein8fy 35W-U-0517 Revised December 20, 2012 U241 E4-14 UTILITY REMOVAIJABANDONMEAfT Pagc 14 of l7 3) Perform Cut and Plug i� aceordanee r+vith Section 33 12 25. 2. Water Line Abandanment Plug a. Excavate and hackfill in accordance with Section 33 OS 10. b. Plug with CLSI�II in accordance with Section 03 34 13. 3. Water Line Abandanme�t by Gxouting a. Excavate and backfill in accordauee with Section 33 OS 10. b. Dewater from existing line to be grouted. c. Fill line with I.ow Density Cellular Grout in acearciance with Section 33 OS 24 or CLSM in accordance with 03 3� 13. d. Dispose of any excess n:iaterial. 4, Water Line Removal a. Excavate and backfill in accorda�ce with Section 33 OS 10, b. Cut existing line from the utility systerxt prior to removal. c. Cut any services prior to remaval. d. Remove existir�g pipe line and praperly dispose as approved by City. 5, Water Valve R�maval a. Excavate and backfili in accardance with Section 33 OS S 0. b. Remove and dispose of �alve bonnet, wedge and stem. c. Fill va1.We bady wiih CLSM in accordance with Section 03 34 13. 6. Water Valve Removal az�d Sa�vage a. Excavate and backfill in accardance with Section 33 05 10. b. Remove valve bonnet, wedge and stem. c, Deliver salvaged material to the Water Department Field Operation Storage Yard. d. Protect salvaged materials from damage. e. Fill valve body with CLSM in accordance with Sectifln 03 34 13. 7. Water Valve Abandonment a. Excavate and bacicfill in accordance with Section 33 OS 10. b. Remove the top 2 feet of the valve stacic and any valve extensions. c. Fill the remaining valve stack with CLSM in aceordance with Sectian 03 34 13, $. Fire Hydrant Removal and Salvage a. Excavate and backiill in accordance with Section 33 05 10. b. Remove Fire Hydrant. c. P1ace abandor�ment plug on fire hydrant lead line. d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage Yard. e. Protect salvaged materials from damage. 9. Water MeterRemoval and Salvage a. Remove an.d salvage water met�r. b. Return salvaged meter to Project Represer�tative. a City will prouide replaeement meter f�r installation. d. Meter Box and Lid 1) Remove and salvage cast iron meter box lid. 2) Remove and dispose of any non-cast iron meter box 1id. CITY OF FORT WORTH Narth Tur�ant �zpress SegmertP 3C STAND,ARI] CaNSTRUCTION SPECIFICATIdiV DOCUMENT3 Utilily Assernb�y 35W-U-O51 i Revised �ecember 20, 2012 02 41 14-15 UTILITY REMOVAL/AF3ANDONNfENT Page l5 of 17 3} Return salvaged material to the Waier Department Field Operatian Storage Yard. 4) Remove and dispos:e of rnei�r box. 10, Water Sample Station Rez�noval and Salvage a. Rernove and salvage existing water sample statian. b. Deliver salvaged material to the Water Departmen.t Field Operation Storage Yard. I 1, Cancarete �Jater Vault Removal a. Excavate and backfill in accordance with Seetian 33 OS 10. b. Re�n.ove and salvage vau.lt lid. c. Remove and salvage valves. d. Rerno�e and salvage metsrs, e. Deliv�r salvaged material ta the Water Department Field Operation Storage �t'ard. f. Remove and dispose of any piping or other appurkenances. g. Dernolish and rezn.ove entire concrete vault. h. Dispose of all excess materials. 12. Cathodic Test Station Abandorunent a. �xcavate atzd baekfill in accordance with Section 33 OS 10 b. Removs the top 2 feet oithe cathodic test station stack and contents. c, �ill any remaining voids with CLSM it�. accordance with Section 03 34 13. C. Sanitary Sewer Lines and Appurtenances 1. �anitary Sewer Line Abandonment Plug a, Excavate and backfill in accardazice with Scction 33 OS 10, b. Remove and dispose of any sewage. c. I'lug with CLSM in accardance with Section 03 34 I3. 2. Sanitary Sewer Line Abandonment by Grauting a. Excavate and backfill in accordance with Section 33 OS 10, �. Dewaier and dispose of any sewage from the existing line to be grouted. c. �'ill line with Law Density Cellulat Grout in accordance with �ection 33 QS 2�4 or CLSM in accordar�ce with 03 3� 13, d. Dispase af az�y excess material. 3. Sanitary Sewer Line Removal a. Excavate and backfill in accordance with Section 33 OS 10. b. Cut existing line irom the utiIity system prior to r�moval. c. Cut any services prior to remaval. d. Remove eacisting pipe l.ine and properly dispose as approved iay City. 4. Sanitary Sewer Manho�es Removal a. All sanitary sewer manhales that are to be taken out of service are to be removed unless speciftcally r�quest�d andlor approved hy City. b, Excavate and backfill in accordance with Sectian 33 OS l0. c. Remo�e and salvage zna�ole frarne and cover. d. Deliver salvaged nnaterial to the Water Department Fie1d Operation Storage. e, Demolish and remave entire concrete manhole, CITY OF FORT WORTH Norllt Tm•rant �xpress Segme��i 3C STAI�DAR[] CONS�RUCTION SPEC[FICATI�N BOCUMENTS Utifity .4ssern6ly 35W-U-0517 Revised �ece�nber 2,U, 2012 02 41 14 - 16 UTILITY REMOVAVABANOONMENT Page ! 5 af ] 7 f. Cut and plug sewer lines to be abandoned. 5. �anitazy Sewer Junction Structure RemovaI a. Excavate and backf ll in accordance with Section 33 OS 1 Q. b. Remove and salvage manhole frame and eover. c. Deliver salvaged rnaterial to the Water Departz�ent Field Operation Storage. d, Demolish and remove entire concrete manhnle. e. Cut and plug sewer lines to be abandoned. D. Storm Sewer Lines ar�d Appurtenances 1. Sinrm Sewer Abandonment Flug a. Excavate and back�ill in accordance with Section 33 45 1Q. b. Dewa�er line. c. Plug with CLSM in accordance with Section 03 34 13. 2. Stor� �ewer Line Abandonment by Grouting a. Excavate and backfill � aceordance with 5ec�ion 33 OS 10. b. De�vater the existing line to be gr4uted. c. Fill line with Lo�v Density Cellular Grout in accordance with Section 33 OS 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Stortxz Sewer Line Removal a. Excavate and backfill in accordance with Section 33 OS 10. b, Remove axisting }�ipe line and properly dispose as approved by City. 4. Storm Sewer Manhole Rezxzoval a. All storm sewer manholes that are to be taken out of service are to be rcmoved unless specifically requ�sied and/or approved by City. b. Excavate and backfiil in accardance wiih Section 33 OS 10. c. D�mo.lish and remove entire concrete maniiole. d. Cut and plug storm sewer iiu�es to be abandaned. 5, Stonn Sewer Junetion Box andlor Junction Structure Removal a. Excavate and backfill in accardance with Section 33 OS 10. b. Deznolish and remove entire concrete structure. c. Cut an.d plug storin sewer jines to be abandoned. 6. Storm Sewer Inlet Removal a. Excavate and backfill in accordance with Section 33 OS I0. b. Demolish and remove ent�re concrete inlet. c. Cut and plug storm sevver lines to be abandoned. 7. Starm �ewer Box Removal a. Excavate and backfill in accordance vvith Section 33 OS l�. b. Cut existing Iine from the utility system priar to removal. c. Cut any services prior t� removal. d. Remove existing pipe line and properly dispose as approved by City. 8. HeadwalliSET Removal a. Excavate and backfill in accort�ance with Section 33 OS 10. b. Demolish and remave entire conerete inlet. CITY OF FORT WOR'i'H 1lrorth Tarrant Express Segrnerrl3C STANDARDCONSTRUCTION SP�CIFiGATION �DCUMBN'1'S UlflidyAsserrrhly35i�Y-U-OSI7 Revised Decemher 20, 2012 02 41 l4 - E 7 UTILITY REMpVAI.lABANDOIVMENT Page ]7 of i7 c. Cut and plug startn sewer lines to be abandoned. 9. Storm Sewer Trench Drain RemovaI a. Excavate and back�ll in accordance with Section 33 OS 10. b. Rennave existing pipe lin� and dispose as approved by City. 3.� REPAIIt / RE�TORATIQN [NOT USED] 3.6 RE-INSTALLATION �NOT USED] 3.i FIELD [oaj SITE QUALITY CONTRDL 3.8 SYSTEM STARTIIP [NOT U�ED] 3.9 ADJUSTING [NOT USED� 3.10 CLEANING [NOT USEDj 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.1� PROTECTION [NOT CT�ED] 3.13 MAINTENANCE [N�T USED] 3.14 ATTACIIMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY �F CHANGE 1.2.C.3.c. — Includs �'rarne and Caver in Payrnent descripCion 12f20/12 D. 7ohnson Throughnui — acEded abandonment of storm and sewer tnanholes when reqaested and/or appro�e.� by City CITY OF FORT WORTH Norlh 7'errand �xpress Segtnent .3C 5TAIVDARD CONSTRUCTIOI�I SPECIFICATION DOCUMEHTS Ulilityllssembly 35W-U 0517 Revised Decemher 20, 2012 02�115-I PAVING REMOVAL Page 1 af6 � j 2 SECTIOi�i 02 41 15 PAVING REMOVAL 3 PART1- GENERAL 4 1.1 SiJMMARY 5 6 7 8 9 10 11 l2 l3 l4 IS 16 17 ]8 I9 aa zi 2a z3 Za zs 26 27 28 29 34 31 32 33 34 35 36 37 38 A. Section Includes: 1. Removing concrete paving, asphalt pa�ing and �riek paving 2. Remo�ving concrete curb and gutter 3. Removing concrete vall�y g�ttsr 4. Milling roadway paving S. Pulverization of existing pavement 6. Disposal of removed materials B. Deviations fram this City of Fort Worth �tandard Speeification l. None. C. Related Specificatian Sections inelude, but are not neeessarily limited to: . � + ' � ' . ; _ , u , „r,,�=�m �Division 1 - General Requirements � � � u o,� E' �� ITHI� ITEM IS SllBSiDL�kZY T� WL BLD ITEMS AND NO SEPARATE PAY V1'LLL BE PROV�DEDI �� : �� :- . € . � . 1�: . � . . �� • _-�l ._� . - � - : �, . 2. Payment a. Remove Concrete Paving: full compensation for saw eutting, remo�al, l�auling, disposal, tools, equipment, labor and incidentals needed to execute work. Far utility projects, this Item shall be considered subsidiaty to the trench at�d no other campensation will be allorved. CIT�' (3F FORT WORTH STANDARD CDNSTRl1CTION SPEC1FiCATION DOCU[viENTS ftevisad April 20, 2021 North Torrartt �xpress Segntent .3C Udilitp .4ssenrbly 35W-U-0517 024115-2 PAVING REMOVAL Pag.a 2 of 6 1 b. Remo�e Asphalt Paving: full compensa�ion for saw cutting, removal, hauling, 2 di,�posal, tools, eyuipment, labor and incidentaIs needed ta ex�cut� work. For 3 utility projects, this Item shall be considered subsidia�y ta the trench and no 4 other compensa�ion wi�l be allawed. Far utility projects, this Item shall be 5 considered subsidiary to the trench and no otl�er compensatian will be allowed. 6 c. Remove Brick Paving: full compensation for saw cui�ing, removal, salvaging, 7 oleaning, hauling, disposal, tools., equiprnent, Iabor and incidentals needed io S execute wock. �'or utility projects, this Item shall be considered sub�idiary to 9 the treneh and no other compensation will be allav�red. 10 d. Re►a7ave Cancrete Curh and Gutter: full compensation far saw cutting, reinoval, 11 hauling, disposal, tools, equipment, labor and incidentals needed to execute 12 wark. For utility pf•ojects, this Item shall be considered subsidiary io tl�e trench 13 and no other compensation will be allowed. 14 e. Retnove Concrete Valley Gutter: full cornpensation %r saw cutting, removal, 15 hauIing, disposaI, tools, equigment, labor and incidentals needed to execute l 6 work. I ! 18 19 20 2] 22 23 24 25 26 2:7 2$ 29 30 31 32 33 34 35 36 37 38 39 40 "�. � -�, a.Tt�v��1�17✓IIit7OTi.rCiLt�yfrTVC�RI'C.27t7tt77bj TI[IiSS'..:lV 7�.�.la L'ttLvr(�1L"��. , , , t.- ..�., +w.. ..t. � � , , , , � � -4,: ; � , � ', e.,�.,�a a.,a . ,.��, . - . , > > , , ._t r:�i „ae......+ t�.� �._..., -- -�..E.�� k....� ,..�� .;� �� , , . , , k> . � a , , , f . � f�E�4 �.e,.... �i,.,i i �.a r....,.�.ae,.ea �..�,n.�:.,... f,. +i..a �..e.,,.�. ,..,a ., ,.�t,e_ . n, �' b �' . � _. No payrnent for saw cuiting of pa�ement or curbs and gutters will be made under this saction, Incfud� cost of such wo.rk in unit prices for items listed in bid form requiriilg saw cutting. 1 No payment wi11 be made for wark outside maximum pa�menf limits indicated on plar�s, or for pa�ements ar structures remo�ed for CONTRACTOR's convenience. REFERENCES 4l A.ASTM International (ASTM): 42 a. D698, 5tandard Test Methods for Labaratary Compactian Charaateristics of 43 Soil Using Standard Effort {12 40Q ft-lbflft3 (600 kN-in/m3)) 44 45 4 -�i ? ADMINISTRATiVE REQUIREMENTS [NOT USED] i�%� SUBMITTALS [NOT USED] 46 �61`" ACTION SUBNIITTAL�/INFO1tMATTONAL SUBMiTTALS [NOT USED] 47 1�,�.� _CLOSEOUT SUSI�IITTALS �NOT IISED] CITY �F FORT WORTH Noe•tA 7'm•r•an1 �ip�•ess Seginen! 3G STANDARD CONSTRUCT[ON SPEC[FICATION DOCUMENTS Utrlr!}� rlssen�Gly 35W-U-0517 Revised April 20, 2021 0241 IS-3 FAVING RCMOVAL Page 3 of G 1 2 3 4 5 �1." MAINTENANCE MATERIAL Si7BMiTTALS [NOT USED] '-;�l�� QUALITY ASSURANCE �NOT USEDJ � �411 �.DELIVERY, STORAGE, AND HANDLIPIG (NOT USED] t�i.• _I FIELD CONDITIONS [P10T USED] 4"" 1.� �, WARRAliiTY [NOT USED] 6 PART � - PRODIICTS 7 �.i OWNER FURNISHED PRODUCT� [NOT USED] 8 �.� EQUIPMENT [NOT USED] 9 �.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT T]SED] 11 PART 3 - EXECUTION 12 3.1 EXAMLI�IATION [NOT USED] i 3 3.� i1�STALLERS [NOT USED] 14 3.3 PREPARATIOI+1 l5 j6 17 l8 3.4 l9 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 A. GeneraL• 1. Mark paving removal limits for City approval prior to b�ginning removal. 2. Identify known ut�lities below grade - Stake and fl.ag locations. PAVEMENT REMOVAL A. General. 1. Exercise caution to minimize darnage to underground utilitiss. 2. Minimize amount of earth removed. 3. Rem�ve pa�ing to neatly sawed joints. 4. Use care to prevent fracturing adjacenf, exisiing pavement. B. Sawing l. Sawing Equipment. a. Power-driven. b. Manufactu��d for the purpase nf sawing pavement. c. In g�od operating condition. d. Shall not spall or fraGture the paUement structure adjacent ta tlie removal area. 2. Sawcut petpendicular to the surface to full pavement depth, parailel and perpendicular to existing jnint. 3. Sawcut parallel to the original sawcut in syuare or rectangular fashion. �. If a saweut fall� witl�in 5 feet of an en existing dummy join�, canstrucdon joint, saw joint, cold joint, expansion joint, edge of paving or gut�er lip, remo�e pa�+ing ta that joint, edge or lip. S. If a pavement edge of a cut �s damaged subsequent to 5aw cutting, saw to a new, neat, straight line for the purpose of remaving the damaged area. CTTY �F FOTtT IrVORTH STANDARD CQI�l5TRUCTION SPECIFICATIpN []OCUMENTS Revised April 2Q, 202! Nor'!h Tar•ranf Espr•ess Segf»errl 3C Utrlrty Rssenlbly .35W-U-OSl7 aza� is-a PAVING R�MOVAL Page 4 of G C, Remove Goncrete Pa�ing and Gonerete Valley Gutter 2 3 4 5 6 7 8 9 10 11 r �. 13 l4 15 lb 17 ]8 19 20 21 22 23 24 2S 25 27 28 29 30 31 32 33 34 35 36 37 38 34 40 41 42 43 �4 45 Sawout: See 3,4.B. 2. Rernove concrete to the iiearest expansion joint or �ertical saw eut. D, Remove Concre�e Curb and Gutter 1. Sawcut: See 3.4.B. 2. Minimurn limits af removal; 30 inches in length. E. Remo�e Asphalt Paving 1. Sawcut: See 3.4.B. 2. Rerno�� pa�+ement vvithout disturbing the base rnaterial. 3. When shown on the plans or as directcd, stockpil� rnaterials designated as salvageable at designated sites. 4. Prapare stockpile area by removing vegetation and t�•ash and by providing for proper dra�nage. � �� --�a-� � �a;�� a�,� a � � t� ,�e�+ti �ti,.,.,.� : z +�.s ni,.,... „ � ,�;..�„+� �. . , � . �� $.- bo 0 0 �+,�«:..1 .,.,,.y ..I�..., ...:11.-.,a ., ...F ,..,., € 1F.t4.o e :�+:,�� 1..,�e :., L,.,;,.L . ,.! ,. ,.f L.e .....E[e.J � i R. ..t . .:.l+h ..F+F.. � , . �� , , . ' `. , �i;�-�s ,�� : • J " �-ie��:.�ii}{�}� .";�^�.;ir� f!' iim3ir-.J"'�ruicfp ,•-_- - _ � : :d--Et�tleiE, . , f - .. . „�.,�� , - , . 3. . �a,�o �►,�: i �:.,,, a.�,� c.,..fi. „� �►R: i i:...,. �, 9 f .. �e .,f .. ,:.�+�.. �.� c � f k - , CITY OF FQRT WOItTH 5TA?+IDARD COIVSTRLJCTION 3PECIFICA'I']ON DOCUMCNTS Revised April 20, 2U21 Nor•rh Ta�7a»i Express Segrnenl3C Utrlity Assembly 35Ff�-CJ-05I7 024115-5 PAVING REMOVAl, Page S of 6 � � � I . :, � , , . .._ � � G � 2 r�., � " �, n..�Q �� 3 � . �a�e: 4 �t?��-i ..�... , „�..,..,, .�..� ,, :��:.,,� � �►,� n r� , 5 �dV£�g.: .. ,.�..a,... �L... .. .,� ,.Fat,�. ,. :-..:.,,. ..-�s,..l, - = o ,..b,-��=i' � • 7 D,,..F....... . ,....�..._, ., ...x .,.., ..,Sli:�. -, . � ,i - _ . .,. . - �: 8 .;.1e .�€ tE.e �t..e� ��, L 9 �e�it�E-�� itfi� �A'3t 1. Fr ' 1 ' ��-.,,. - - "`-- -. ..iti .fiy. 1 � ci---'n'[TrrvH�97Tc[�-iiT�A--Cr'rcvn rstTrrssilfiu . �� ; 1 1 P�}�� 2 � �-u "�"�,^r�'vi�%< i. . E - r 13 . 14 ��ee�-�eeat�e� ��ei+�.. - 15 16 • 17 ' ' � �-:�-� 18 , 19 �' ,��€aee: 20 ti.,a ...., .. ., ��.,, F.,ii . ,:a+�. ..r'�t,o � 21 � '� 22 � - - 23 � 24 ., � 2� � .:,J., ,. �-,.....�...�,.,.... . ,..�...., ,.F �.,.-.l,.,l+ ..+ �li T.,,K ;...,.+� h. ,�, .;.1e .....�..�,c.�kizw Zs �- - �;,.�-�. 27 �' ". Remove Brick Paving 28 l, Remove masonry paving units ta th.e limits speci�ed in the plans or as directed by 29 the City. 30 2. Sal�age e�stin� bricks f�r re-use, clean, palletize, and deliver to the City Stock pile 31 yard at 3300 Yuma Street or as directeci. 3L i � k. 33 �ta� 34 .�n. t�.. � _�.. . r �; �:.. �� i�=:. � :m-�+- �. "� :� .� _ . --+ �� v. Te :[, ,.7 ��.. ,, rh,� 4 ..1, ,70 .I. o o.l +' k rky t flya i-izirE�.=ri�a,;�rti 3b "�� 37 �at�-��,.'�,�?� %� �� Q tF.�l�t�� €�etr+�H-:-��r�aeri�e�-st�€�.s� 38 ' G� 39 �- . ��, 40 �: c �„ c o,.+:,... � � i i 7� 41 • . 42 43 �14 45 46 47 � �r-- . rc��^� - - -a tin� .,.�.}n�misi#H" �,r �,c,r-rv--Fn^ci;s^.�-i.FLJ,11A. A !' ..a �s�ea �� '�- ' - --�� d C1TY pT' POAT WORTH STANDAR� CONSTRUCTION SAECIFICATION DQCUM�NTS Revised April 20, 2021 Nor•th Tai�rartf Express Segment 3C Utifrty Assen�bly 35W={1-0517 aza� is-� FAVING REMQVAL Yage 6 aFB 1 i -�e_ n_ �•l' tfx,i�� - 2 . . 3 + ,'' = �6i�S�� 8lF5f+F9�i � � 5 ,.,;` . . � � 6 3.5 REPAYR [IiTOT iTSED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD QUALITY CONTROL [NOT IISED] 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 AD.TUSTING �NOT USED] 11 3.l 0 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTTVITIES [NOT USED] 13 3.12 PRQTECTION [NOT USED] 14 3.13 MAlPiTENANCE [NOT USED� 15 3.14 ATTACHMENTS [NOT USED] 16 17 E�D OF SECTION Revision Lag DATE NAME SUMriiIARY 4F e�IANG� 12/20/2012 D. Johnson 1.Z.A — modified payment requirements on uti[ity projects 18 C1TY OF FORT WOIiTH Noi�th Tarrant Ex�ress Segntent 3C STANDARD C�NSTA[TCTION SPECIFICA7"IOA1 DOCi�ME?VTS U!ility Asset�tbly 35W-U-0317 Revised Apri120, 2021 o33oao-i CAST-IN-PLACE CONCRETE Fage 1 of24 l 2 3 PARTI- GENERAL � 1.1 SUMMARY 5 6 7 S 9 l� 11 i2 13 14 15 16 i7 l8 19 24 � 21 22 23 1.� 24 2S 26 27 28 29 30 SECTION D3 30 0� CAST-IN-PLACE CONCRETE A. Section Includes: l. Cast-in place concrete, including formwork, rainforcement, concrete materials, mixture design, p�acement procedures and finishes, for the following: � Y'--urs�- �. ��3c �.- � „ . . . ,�� +:_�, �.3 � - ;Blocking Cast-in-place manholas I_ Concrete vaults iar meters and valves � Conerete encasarnent of utility 1'tnes B. Deviations from this City of Fort 1North Standard Specification 1. None. C. Related Specification Sections inelucie, but are not neaes�arily limited to: _� . . . _ _. _ _. . __ - p, � ,'-� — -- � Division 1 — General Rec�uirements PRICE AND PAYMENT PROCEDURES A. Cast-in-Place Concrete 1. Measurem�nt a. This Item is considered subsidiary to the structure or I#ems being placed. 2. Payrnent a. The work perforined and the materials furnished in accardance with this Item are subsidiary to the st�ucture or Items being placed and no other compensation will be allowed. 31 1.3 REFEREliTCES 32 33 34 35 3b 37 38 39 40 A. Definitions l. Ce�nentitious Materiais a. Portland cement alolie or in combination with 1 or more of the fallawing: 3) Blended hydraulie cement 2) Fly ash 3} Other pozzolans 4) Ground granulated blast-furnace slag 5) Silica fume b. Subject to compliance with the requitemeiyts ofthis specification CITY OF FORT W(IRTH STANDARb CON3TAUCTION SP�CIFICATIQN DOCUII+IE3dTS Revised Apri120, 2021 Nor'fh Tar�•ant Express 5egrrtera� 3C Uirlity Assenthly+ 35W-U-0517 o33aoa-z CAS7'-W-PLACE CONCRETE Page 2 oF24 1 B. Reference Standards 2 1, Rafe��e»ce standards cited in this Specification re%r to the current r��erence 3 standard published at the time af the la�est revisian date lagged at the end of this 4 Specification, unless a date is specifically cited. 5 2. Ame�•ic�an Association of State Highway and Transportation {AASHT�): 6 a. M I 82, Burlap Cloth Made from Jute o.r Kenaf. 7 3. American Concrete Institute (ACI): 8 a. AGI ll7 Specification for Tolerances for Concrate Constr�ction and Materials 9 b. ACI 341 Speci�cations for Struetural Cancrete 10 c. ACI 305.1 Specification for Hot Weather Concretin.g 11 d. ACI 3U6.1 Siandard Speci�cation for Cold Weather Concreting l2 e. ACI 308.1 Standard Specifcation for Curing Concrete 13 f, ACI 318 B�ildrng Code Requirements for St�•uctucal Concrete 14 g. ACI 347 Guide to Formwork for Conerete IS 4. American Institute of Steel Construction (AISC): 16 a. 303, Code of Standard Practiee far Stee� Buildings and Bridges. 17 S. ASTM International (ASTM}: 18 a. A36, Standard Specificatian for Carbon Structural Steel. 19 b, A153, Standard Specification for Zine C.oating (Hot-Dip) on Tron and Steel 2Q Hacdr�vare. 21 c. A193, Standa�•d Speci�cation forAlloy-Steel and Stainless Stec;l Balting �2 Materials for High-Temperature Servic� and Other 5pecial Purpose 23 Applications. 24 d. A615, Staz�dard Specification for Deformed and Plain Carbon-Steel Bacs for 25 Conc�•ete Reinforcement, 26 e. A706, Stanc�ard Specification far Low-Alloy Steel Defojzned and Plain Ba1s for 27 Concrete Reinfarcement. 28 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the �9 Fieid. 30 g. C33, Standard Specification foY• Concrete A.ggregates. 31 h. C39, Standard Test Metl�od far Compressive Strength of Cylindrical Concrete 32 Specimens. 33 i. C42, Standard Tesi Method far Obtaining a��d Testing Drflled Cores anc� Sa�ved 34 Beams of Cancrete. 35 j. C94, Standat•d Specification for Ready-Mixed Conerete. 3b k, C] 09, Standard Test Method for Compressive Strength of Hydraulic Ceynent 37 Mortars {LJsing 2-inch ar {50-milirneter] Cube Specimens) 38 1. C1�3, Standat•ci Test Method for Slump of Hydraulic-Cement Concrete. 39 m. C171, Standard Specifcation for Sheef Maferials for Curing Concrete. 4� n. C150, Standard Specificatian forPortland Cement. 41 0. C 172, Standard Practice for Sa�npling Freshly Mixed Concrete. 42 p. C219, Standard Terminology Relating to H�+draulic Cement. 43 q. C231, Standard Test Method for Air Content of Freshly MiXed Concrete by the �4 Pressui•e Method. 45 r. C26U, Standard Sp�cification far Air-Eniraining Admixtures %r Concrete. �6 s. C3Q9, Standard Specificati.on for Liyuid Membrane-For�ning Compounds for 47 Curing Cancrete. 4$ t. C494, Standard Specification for C�emical Admixture.s for Concrete. C1TY OF PORT WORTH North Tarra»i �'xpress Segment 3C STANbARp CONSTRUCTIdN SPECIFICATION 170CUM�NTS Utilit�JAsselnbly 3iW-U-(1517 Revised April 20, 2D21 033UOU-3 CAST-W-PLACE CONCRETE Page 3 of 24 1 2 3 4 5 6 7 8 4 10 ]1 12 13 14 i5 1G 17 18 !9 �o 21 22 23 24 u. C618, Standard Speci�cation for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. v. C8$1,. Standard Speciiica#ion for Epc�xy-Resin-Base Bonding Systems for Concrete. w, C989, Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars. x. C 1017, Standard Specification for Chemical Admixtures far Use in Praducing Flowing Conc�•ete. y. C 1059, Standa.rd Specificat'tan for Latex Agents for Bonding Fresh to Hardened Concrete. z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- Cement Concrete. aa. CI240, Stanc�ard Speci�cation fnr Silica Fume Used in Camentitious Mixtures. hb. El 155, Standard Test Method for Determining FF F�oor Flatness and F�, Floor Le�einess Numbers. ce. F436, Standard Specification for Hardened Steel Washers. American We1ding S�ciety (AWS). a. D 1. l, Strucfiiral Welding Code - 5tee1. b. D1,4, Structural Welding Code - Reinforcing Steel. Concrete Reinforcing Steel Institute (CRSI) a. Manual of. Standard Practice � 7. S. Texas Department of TransportaHon a. S#andard Specification for Construction and Maintenance of Highways, Streets and Bridges 25 1.4 ADNIINISTRATiVE REQUIREMENT� 26 27 28 29 30 31 32 33 2. 34 35 36 3. 37 38 39 A. Work Included Design, fabz•ication, erection and strippin� of formwork %r cast-in-place concrete including shoring, re�horing, fajsework, bracing, proprietary farniing systems, prefabricated forms, void forms, permanent metal forms, bulkheads, keys, blockouts,. sleeves, packets and accessorres. a. Erection shall include installation in formwork af items furnished by other trades. �'urnish all labor and materials require� to fabricate, deliver and install reinforcement and embedded metal assemblies for cast-in-place concrete, including steej bars, welded steel wire fabric, ties; supports ar�d sleeves. Furnish all labor and materials required to perForm the folIowing: a. Cast-in-p�ace cancrete b. Conc�•ete mix designs e. Grouting 1. 4q 1.� Si7BNIITTALS 41 42 43 A. Submittals shal! be in accordance with Section 01 33 00. B. All subnnittals shall be approved by the City prior to delivery andlor fabrication for specials. CITY OF FqR'� WORTH 3TANT7ARD CONSTRiICTIpN SPECIFIGATION bOCUMENTS Revised April 20,.2021 Nnr1h Ta1•ranr Fxpress Segrnent 3C Utility Assernbly 35YV-U-0517 oa ao 00 - a CA,ST-IN-PLACE CONCItETE Page 4 oF24 I � .6 ACTION SUBNIITTALS/INFORMATIONAL SUSMITTALS 2 3 4 S 6 7 8 9 1Q It 12 13 14 15 1.7 A. Product Data 1. Required for each type of product indicat$d B. Design Mixtures 1. For each concrete mixture submit propased mix designs in accordance vvith ACl 318, chapter 5. 2. 5ubmit each proposed mix design with a recard of past perFormanee. 3. Submit altsrnate design mixtures �vhen characteristics of materials, Project condi- tions, weather, test results or oiher circumstances watrant adjustments. 4. Indicate arnounts of mixing water to be withheld for ]ater addition at Project site. a. Include this quantity on delivery ticket, C. St�el Reinforcement Submitta�s for Infai�nation l. Mi11 test certificates of supplied conerete reinforcing, indicating physical and chem- ical analysis, CL4SEOUT ,SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SjIBMITTALS [NOT USED] 17 1.9 QUALTTY ASSURANC� 18 A. Manufacturer Qualiiicatians �9 1. A finn experienced in rnan�facturing ready-mixed eoncreta pcoducts and that corn- 20 plies with ASTM C94 requirements for prot�uciion facilities and equipttient 21 2. Manufacturer ce�tified according to NRMCA's "C�rtifcation of Ready Mixed 22 Conerete Production Facilities" 23 B. Source Limitations 24 1, Obtain each iype or class of cementitious material of the same brand. from the same 25 manufacturer's plant, obtain aggregate from 1 source ar�d obtain admixtures through 25 1 source f�•oin a single manufacturer. 27 C. ACI Publications 28 1. Comply with the follawing unless modified by requirements in the Contraet Dacu- 29 ments: 30 a. ACI 301 Sections 1 thraugh 5 31 b. ACI 117 32 D. Cancrete Testing Service 33 l. Engage a yuali�e� indep�nc{ent testing agency to perform ma#erial evaluatian tests. 34 1.10 DELIVERY, STORAGE, AND HANDLING 35 A. Steel Reinfoi•cement 36 1. Del�ver, store, and handle steel reinforcement to pre�ent bending and damage. 37 2. Avoid damaging coatings an steel reinforee�nent. 38 B. Waterstops C�TY OF FORT WORTH North Taf•r•ant �'xpress ,�egrrrerr! 3C STANDARD CONSTRUCTION SY�CIFICATIOI�I DOCUMEI�TS Utility Asse+nbly 35W-U-0517 [Zevised April20, 202] 033000-s CAST-IN-PLACL� CONCRETE Page 5 of 2� I 2 3 4 1, Store waterstops under cover to protect fram moisture, sunlight, dirt, ail and other contam inar�ts. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS 6 �.1 OWNER FURli1I�HED OR OWNER SUPPLIED PRUDUCTS [NOT II,SED] 7 2.� PRODUCT TYPES AND MATERIALS S 9 10 I1 l2 13 14 15 16 A. Manufacturers l. In other Part 2 artieles where titles beIow introduce lists, the following requirements apply to product selection: a. Available Products: Subject to compliance with requireFnents, praducts that may be incorporated into tf�e Work include, but are not Iimited to, products specifsed. b. Available Manufacturers: Subjec# to compliance w'tth requirements, manufact�rers offering products that may be incorporated into the Wark include, but are not limitad to, manufacturers specified, l7 B. Form-Facing Materials 18 1. Rough-Formed Finisheci Concrete 19 a. Plywood, lumber, metal ar another approved material 24 b. Frovide lumber dressed on at least 2 edges and l side for tight fit. 21 2. Chamfer Strips 22 a. Wood, metal, PVC or rubber sirips 23 b. 3/a-inch x 3/a-inch, minimum 24 3. Rustication St�•ips 25 a. Wood, metaI, PVC ar rubber strips 26 b. Kerfed far ease af form a•emaval 27 28 29 30 31 32 33 34 35 36 37 38 39 4� 41 4. �'arm-Release Agen� a. Commercially �ormulateci form-release agent that will nat bond wit�t, stain ar adverse.ly affect concrete surfaces b. Shall not impair subsec�uent treatments of concrete surFaces c, Far steel form-facing rnaterials, form�late vvith rust inhibitor. 5. Form 'I'ies a. Factory-fabricated, remo�able or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh conerete on for�ns a�id to prevent spalling of concrete on removal, b. Furnish units that will lea�e no corrodible metal closer than 1. ineh to the plane of exposed concrete surface. c. Furnish ties that, when remaved, will leave holes no larger than l inch in diameter in cancrete surface. d. Furnish ties with integral water-ban�ier plates to walls indica.ted to receive dampproofing or wate�proofng. CITY OF FORT WORTH STAIVDARI3 CONSTRiJCTIDN SPECIFICAT10I�i DOCUMENT3 Revisad April 20, 2U21 Nai•th Tarrand Ezpress 5eg�rren! 3C Utrliry.4ssenrbly 35W-U-0517 os 30 oa - s CAST-IIV-PLACE CpNCRETE Page 6 of 24 C. Steel Reinforcement 2 3 4 1. Iteinforeing Bars a. ASTM Ab 15, Grada 60, defoi�rned D, Reinfarcement Accessories 5 1. Smooth Dowel Bars 6 a. ASTM A615, Grade �Q, steel bars (smooth) 7 b. Cut bars true to Length vvith ends square and free of burrs. 8 2. Bar �upports 4 a. Bolsters, el�airs, �pacers and other devices for spacing, supporting and fastening t 0 reinforcing bars and welded wire reinforc�ment in place I 1 b. Manufacture bar supports from steel wire, plastic or precasi canerete according I2 to CRSI's "Manual of Standard Practice," of greater compressive strength fhan I3 concrete and as follow�; 14 1} Far conerete surfaces exposad ta view where legs of wire bar supports 15 contact forms, use CRSI Class 1 pjastic-pratected steel wire or CRSI 16 Class 2 stainless-st�e1 bar supports. I7 2} Foj• slabs-on-grade, pro�ide sand plates, horizontal runners ar precast 18 concrete blacks on bottom where base tnaterial will nat support chair legs I 9 or where vapor barrier has been specified. 2Q E. Embedded Metal Assemblies 21 1. Steet Shap�s anct Plates: ASTM A36 22 2. Headed 5tuds: Heads weIded by fiyll-fusion process, as fu��nished by TRW Nelson 23 Stud Welding Di�isian or appra�ed equal 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 �1 42 43 �}4 45 F. Expansion Anchors 1. Available Products a. Wej-it Bolt, Wej-it Corporation, Tulsa, Oklahoma b. Kwik Bolt II, Hilti F'astening Systems, Tulsa, �kIahoma c. T�•ubalt, Raznsat Fastening Systems, Paris, Kentucky G. Adhesi�e Anchors and Dow�1s 1. Adhesive ancl�ors shall cansist af threaded rods anchored with an adhe�ive system into hardened conerete or grout-filled maso»ry. a. The adhesive system shall use a 2-component adhesive mix and shall be injected with a static mixing nozzle following manufacturer's inst�•uctions. b. The e�nbednnent depth of the rod shall pro�ide a minimum allowable l�ond sirei�gth that is equal to the allowable yield capacity ofthe rod, unless otherwise specified. 2. Available Products a. Hilti HIT HY l 50 Max b. Simpson Ac�ylio-Tie c. Powers Fasteners AC ] 00+ Gold 3. Threaded Rods: ASTM A193 a. Nuts: ASTM AS63 hex caz•bon steel b. Washers: ASTM P436 hardened carhon steel c, Finish: Hot-dip zinc coating, ASTIVI A] 53, Class C H. Inserts CITY OF FOAT WORTH Nor•Ih Tarrant Lxpress 5egnsent 3C STA�IDARD CONSTRUC'I'lON SPBCIFICATION pOCUNIENTS Udility /lssen�bly 35W-U-0317 Revised Apr'rl 20, 2021 03 3a oo - � CAST-I[�!-PLACE CONCRETE Page 7 of 24 1 2 3 4 5 6 7 8 9 10 11 12 l3 14 15 15 17 l� 19 za 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Provide metal inserts reyuired for anchorage of materials or equipment to concr�te construction where not supplied by other trades: a. In vertical concrete surfaces fot• trattsfer af direct shear loads only, provide adjustable wedge inserts oFinall�able cast iron complete with bolts, nuts and washers. 1) Provide 3/�-inch bolt size, unless otherwise indicated. b. In horizontal concrete surfaces and whenever inserts are sub�ect to tension Forces, provide threaded inserts afmalleable cast iron furnished with full depth bolts. 1) Provide 3/a-inch bolt size, unless otherwise indicated. I. Concrete 11ilaterials 1. Cementitious Material a. Use fhe folIowing cementitious materials, of the same type, brand, and source, throughout Project: l ) Portland Cement a} ASTM C 150, Type IITI, gray b) Supplement with the follo�ving: (1) Fly Ash (a} ASTM C618, C�ass C or �' (2) Graund Granulated Blast-Furnace Slag (a} ASTM C989, Grade l0U or 120. 2) Silica Fume a) ASTM C1240, amorphaus silica 3) Nortnal-Weight Aggregates a) ASTM C33, Class 3S coarse aggregate or better, graded b) Provide aggregates from a single source. 4) Maximum Coars�Aggregate Size a) 3/4-incil nominal S) Fine Aggregate a} Free of materials with deleterious reactivity to alkali in cement 6} Water a} ASTM C94 and potable J. Admixtures 1. Air-Entraining Admixture a. ASTM C260 2. Chemical Admixtures a. Provide admixtures certified by manufacturer tn be compatibie with other ad- mixtt►res and that wil� not contribute watar-solubl� �h�aride ions exceeding those permitted in hardened concrete, b. Do nat us� calciuin chloricie or adm'txtures cnntaining calciutn cl�loride. c. l�ater-Reducing Admixture 1} ASTM C494, Type A d. Refarding Admixture 1) ASTM C�94, Type B e. Water-Reducing and Retarding Admixture I) ASTM C494, Type D f. High-Range, Water-Reducing Admixture CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Apri{ 20, 2021 Nor7h Tar•rant Ex�ress Segntenl3C Uiility Assernbly 35W-U-0517 o33ooa-a Ct1ST-1N-PLACE CpNCRETE Page 8 of 24 1 1) AST1V1 C494, Type F 2 g. High-Range, Water-Reducing and Retarding Admixture 3 1) ASTM C494, Type G 4 h. Flasticizing az�d Ret�rding Adrnixture 5 1} A�TM C 1017, Type II K. INaterstops 10 Il 12 13 14 IS 16 17 18 1. �elf-Expanding Butyl Strip Waterstops a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to canci•ete, 3/a- inch x 1-inch. b. Available Praducts 1} Calloid Environmental Technologies Company; Valclay Waterstap-RX 2} Concrete �ealants Inc.; Conseal CS-23l 3j Gre�nstreak; Swellstop 4) Henry Campany, S�alants Di�isian; Hydro-Flex 5} JP Specialties, Inc.; Earthshield Type 20 6) Progress Unlimited, Inc.; Superstop '7} TCMiraDRI; Mirastop 19 L, Curing Materials 20 1, Absarptive Cover 21 a. AASHTO M1$2, Class 2, burlap cloth made from jute or kenaf, w�ighing 22 approximately 9 ounceslsquaa•� yard when dry 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4b 2. Moistux•e-Retaining Cover a. ASTM C171, polyethylen� film or white burlap-palyethylene sheet 3. Water a. Potable 4. Clear, Vi�aterborne, Mernbrane-Forming Cur�ng Compound a. ASTM C309, Type 1, Class B, dissipaYing b. Available Praducts 1) Anti-Hydro Internatianal, Inc.; AH Curing Compound #2 DR WB 2) Bu►•k� by Edoco; Aqua Resin Cuj•e 3) ChemMasters; Safe-Cure Clear 4) Conspec Marketing & Manufacturing Co., Inc., a Daytan Superior Campany; W.B. Resin Cure S) Dayton Superior Corporation; Day Chem Rez Cure {J-11-W) 6) Euclid Chemical Company (The); Kurez DR VOX 7) Kaufinan Aroducts, Ine.; Thinfilm 420 8) Lambert Cni�poration; A�ua Ku�•e-Clear 9) L&NI Construetion Chemicals, Inc.; L&M Cure R 10) Meadaws, W. R., [nc.; 1 I00 Clear 11) Nox-C�•�te Products Grnup, Kinsman Corporation; Resin Cure E l2) Symons Corporaiion, a Dayton 5uperio�• Cotnpany; Resi-Chem Clear Cure 13) Tamms lndustries, Inc.; Horncure WB 30 I4) Unitex; Hydro Cure 3Q9 I 5} US Mix P�•oducts Company; L1S Spac Maxcure Kesin Clear 16) Vexcon Chemicals, Ine.; Cei�i-V�� Enviocure l 00 CITY OF FORT WOf2TH Not•Ph Ta1•rarrt Expi'ess Segmen! 3C STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS U�ility Assembly 35W-U-OSl7 Revised April 20, 2021 03 30 00 - 9 CAST-IN-!'LACE CONCRETE Page 4 of 2A 2 3 4 5 6 7 8 9 10 ll M. Related Materials 1 2. Banding Agent a. ASTM C1059, Type II, non-redispersible, actylic emu]sion or sTyrene butadiene Epoxy Bonding Adhesive a. ASTM C881, 2-companent �poxy resin, capab�e of humid c�ring and bonding to damp surfaces, of ctass suitable far applicaiion temperatUre and of grade to suit requirements, and as fojlows: 1) Types I and II, non-load bearing 2) IV and V,1oad bearing, for bonding 3) Ha�dened or freshly mixed concrete to hardened concrete 12 3. Reglets 13 a. Fabricate reglets af not less than 0.0217-inch thick, galvaniz�d steel sheet S 4 b. Temporarily f 11 or ca�+er face opening of reglet to prev�nt it�t��usion of concrete 15 ar debris. 16 4. Sleeves and Blockouts l7 a, Farmed with galvanized metal, galvanized pipe, palyvinyl chloride pipe, fiber 18 tubes or woad 19 20 2l 22 23 24 25 2b 27 28 2.9 30 31 32 33 3� 35 36 37 38 39 40 41 42 43 44 45 46 47 5. Nai1s, Spikes, Lag Bolts, Through Bolts, Anehorages a. 5ized as required b. Shall be of'streng#h and character to maintain formwork in place w�ile placing concrete N. Repair 1Vlatea-ials 3 . Repair Under�ayment a. Cement-based, polymer-modified, self-leveling product.that can be applied in thicknesses of 118 inch or greater 1) Do not feather. b. C.ement Binder S) ASTM C150, portland cement or hydraulic or blended l�ydrauli� cement as defined in ASTM C2I9 c. Primer 1} Product of underlayrnent manufacturer recomrnended for suhstrate, cvndi- tio��s, and applicatton d. Aggregate 1) Well-graded, washed gravel, 118 to 114 inch ar coarse sand as reconnmended by under�ayment manufacturer e. Compresssve Strength l) Not Iess than 4 3 00 psi at 2$ days w�en tested acearding to ASTM C 1 Q9/C 109M 2. Repair Overlayment a. Cemeni-6ased, polyyner-modified, self-leveling product that can be applied in thicknesses of l/8 inch or great�r 1 } Do not feather. b. Cernent Binder 1) ASTM C 15�, portland cement ar hydraulic ar blended hydraulic cement as defined in ASTM C219 c.. Primsr CIi'Y OF FORT WORTH STAN�ARI7 COIrlSTRUCTIQN SPECIFICATION DOCUMENTS Revised April 20, 2021 North Tar•rant Express Segrnen� 3C Utility Assembly 35W-U-0517 03 30 00- 10 CA3'C-IAI-PLACE CqNCItBTE Page 1 U o? 2q l 1) Product of topping manufacturer reeornmended For substj•ate, conditians, 2 and applacation 3 d. Aggregate 4 1) Well-gj•aded, vFrashed gravel, 118 ta 114 inch ar caa�•se sand as recom- S mended by topping zr�anufacturer 6 e. Cotnprassive Strength 7 1) Not less than 5000 psi aY 28 days when tested according ta ASTM C109 8 O. Concrete Mixtures, General 4 I. Prepa�•e design mixiui•es for each type and strength of concrete, p.roportioned an the l0 basis of laboratory t��al mixture or field test data., or bath, according to ACI 30l . 11 a. Required average strength above specified strength 12 1) Based on a record of past perfarmance �3 a) Determinatian of r�quired average �trength above specified strength I4 shall be based on th� standard c�eviation record of the results af at least IS 30 consecutive str�ng�h tests in accordance with ACl 318, Chapter 5.3 16 by the larger amaunt defined by formulas 5-1 and 5-2. I7 2) Based on laboratory trial mixtures 1 S a) proportions shall be selected on the 6asis of laboratoiy trial batches 19 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 20 average strength greater than the specified st�•ength fc by the amaunt 2I defined in table 5.3,2.2. 22 3) Propartions of ingredients for concrete mixes shall be determined by an in- 23 dependent testing labacatory or quaIified conerete supplier. 24 4) For eacll proposed mixture, at least 3 compressive test cyiinders shalj be 25 made and tested for strengih at the specified age. 26 a) Additional cylinders may be rnade far testing iar information at earlier 27 28 29 3� 3l 32 33 34 35 3b ages. 2. Cementitious Materials a. Limit percentage, by weight, �f cementitious materials othe3• than portland c� ment in cancrete as follows, unless specified otherwise: 1) Fly Ash: 25 percent 2) Combined Fly Ash and Pozzolan: 25 percent 3) Ground Granulated Blast-Furnace Siag: 50 percent 4) Combined Fly Ash or Poz�olan and Ground Granulated Blast-Furnace Slag: 50 percent S) Portland cement minimum, with fly ash ar pozzolan not exceeding 25 per- 37 cent 38 6) Silica Fume: 10 percent 39 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 pere�nt with fly aah o�• 40 pozzolans not exceeding 25 perc�ent and silica fume not exceeding 1 Q per- 41 42 43 44 45 45 47 48 cent 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag, and Silica Fume: 50 percent witli fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent 3. Limit water-so�uble, chlo�•ide-ion cantent in hardened concrete to: a. Q.30 pearcent by weight of cement if conerete w�ll have no exposure to chlorides (typical} b. 0.15 percent by weight if concrete wi11 be exposed to chlor�des CITY OF FOR'E' WpRTH Not�lh Tar�rattt Ezpress Segmenl3C STANDARD CQNSTRUC'T'lON SPECIFICATTON DOCUMENTS Utilrry ttssembJy 35W-U-0517 Revised Apri120, 2D21 033000-]I CAST-IN-PLACE CONCRETE Fage l 1 af 24 c, 1.0 percent by weight if concrete will have no exposure to chlorides and will be continually dry and protected. 4. Admixtures a. Use admixtures �►ccording to manufacturer's written insiructions. b. Do nat use admix#�res which �ave nat heen incorporated and tested in accepted 6 7 8 9 l0 I1 12 13 l4 c. d. e. f. mixes. Use water-reducing high-range water-reducing or p�asticizing admixture in concrete, as required, for placement and warkability. Use water-reducing and retarding admixture when required hy high temperatures, law humidity or ather ad�erse placement conditians. Use water-reducing admi�ture in pumped concrete, cancrete for heavy-use industrial slabs and parking structure slabs, ec�nerete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50, Use co�•rosion-inhibiting admixture in concrete mixtures where indicated. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 P. Conerete Mixtures 1. Refer tn TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" for: a. Culverts b, Headrvalls c. Wingwalls 2, Prap�rtion normal-rveight concrete mixtur� as follows: a. Minimum Campressive Sfrength: 3,000 psi at 28 days b. Maxirnum Water-Cementitious Materials Aatio: 4.SQ c. Slump Limit: 5 inches or 8 inches for concrete with verif ed slump of 2 ta 4 inches before adding high-�•ange water-reducing admixture or piasticizing admixture, plus or minus l inch d. Air Content: 6 percent, plus or minus 1.5 percent at point of d�livery far 3/4- inch nominal maximum aggregate size Q. Fabricating Reinforcement 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Praetiee." R. Fabrication of Embedded Metal Assemblies l. Fabricate metal assemblies in the shop. Holes shall be made by drilling or punching. Holes shall not be macie by or enlarged by burning. Welding shall ba in aeeoydance with AWS Dl.l. 35 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvaniz�d. 36 All other metal assemblies shall be either hot dip galvanized or paintad with an 37 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound 38 installed in accordance with the manufacturer's instz�uctions, Repair painted 39 assemblies after welding with saine type of paint. 40 S. Goncrete Mixing 41 1. Ready-Mi�ed Cancrete: Measure, batch, mix, and delivea� concrete according to 42 ASTM C9�, and furnish batch tick�t information, 43 a. Wlien air temperature is betvween �S and 90 degrees Fahrenheit, reduc� mixing 44 and delivery time fi•om 1-1/2 �ours to 75 minutes; when air temperature is 45 above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. C1TY DF FORT WORTH Nn�'Ih 7"ar•rani Express SegxFeni 3C STANPARD CON9'TIZl1CTIOT�! SPECIFICATION DOCU3VIENTS Utilify Assen�6ly 35W-U-OS 17 Revised Aprif 20, 2D21 03 30 00- 12 CAST-IN-PLACE COI�Cl2ETE Page 12 of 24 I 2 3 4 5 6 7 8 9 10 ri 12 2. Project-Sit� Mixing: Measure, batch, and mix eoncrete mat�rials and concrete according to ASTM C941C9�M. Mix concrete materials in appropriate drum-type batch machine mixer. a. For mixer capacity of 1 cubic yarcf or smaller, eontinue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixe�•, before any part ofi batch is released. b. �'or mixer capacity larger than 1 cubic yard, increase rnixing time by i5 secands fo.r each additional 1 cuhic yard. c. Provide batch ticket for each batch discharged and used in th� Work, indieating Project identificatian name and number, date, mixture type, mixture time, quantiiy, and amount ofwater added. Record approximate Iocation of finaj cieposit in structure. 13 2.3 ACCESSORTES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [I'�10T USEll] 15 PART 3 - EXECUTION 16 3.1 INSTALLERS [NOT U�ED] 1'I 3.2 �XAMINATION [NOT USED] 18 3.3 PREPARATION [NOT USED] 19 3.4 20 21 22 23 24 25 2fi 27 28 2R 34 31 32 33 34 3S 36 37 38 39 �FO 41 INSTALLATION A. Formwork 1. Design, erect, shore, brace, and maintain form�vork, according to ACI �Q1, to suppor� vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, 2. Construct for►nwork so concrefe rrtembers and structuras are of size, shape, alignment, elevation, and position indicated, within talecane� limifis of ACI 117. a. Vei�tical alignment 1) Lines, surfaces and at•isas Iess than 10A feet in height - 1 inch. 2) Outside corner of exposed corner columns and contral Joints in cancrete expased to view �ess than 100 feet i.n height - 112 inch. 3) Lines, sui�faces and arises greater than 100 feet in l�eight - 1/1000 times the height but not rnore than 6 inches. 4) Outside corner of exposed coi�ier columns and cantrol jaints in conerete exposed to �iew greater than 1 UO feei in height - 112000 times the heigh� but not more than 3 inches. b. Lateral alignment ] } Members - 1 inch. 2) CenterIine oiopenings I2 inches or smalZer and edge locatioy� of larger openings in slabs - 1/2 inch. 3) Sawcuts, joints, and weakened plane embedments in slabs - 3/4 inch, a Level alignfnezat I) Elevation of slabs-on-grade - 3/4 inch. C1TY OF FORT WQRTH Norlh Ta1•1•a�i Expr•ess Segmerrl3C STANDARB CONSTRUCTION 5PECIFICATION DOCUMENTS Urrlily� .4ssembl�� 35W-U-DS17 Revisecf Apri120, 202 [ 03 30 Of} - ! 3 CAST-IN-PLACE CONCR�TE F'age 13 of 29 d. 5 b 7 8 9 e. ia 11 12 13 l4 i5 16 l7 18 19 20 21 22 6. Grnoves a) Specified width 2 incJles or less - 118 inch. b) Speciiied width 6etween 2 inche� and 12 inches - 1/4 inch. Vertical aligninent of outside carner aiexposed corner columns and control joint grooves in conerete exposed to �iew - 114 inch in 10 feet, All other conditions - 3/8 inch in 10 feet. 23 3. Limit cancrete s�rface irregularities, desi�r►ated by ACI 347R as aba�upt or gradua�, 24 as follows: 25 a. Class B, 1/4 inch far stnaath-formed fnished surfaces. 26 b. Class C, lI2 inch far caugh-formed finished surfaces. 27 4. Construct farms tight enough to prevent loss of concrete mortar. 28 5. Fabricate forms for easy remo�al wi#hout harnmering or piying against concrete 29 surfacas. Pra�+ide crush o�• wrecking plates where s#ripping may damage cast 30 concre#e surfaces. Provide top foims %r inclined surfaces steep�r than 1.5 31 harizontai to I vertical. 32 a. InstaU keyways, reglets, recesses, and the like, far easy remaval. 33 b. Da not use rust-stained s�eel form-facing materiai. 34 35 36 37 38 39 40 4i 42 �43 44 45 46 47 7. 0 2) Eievation of top surfaces of %rmed slabs hefore removal of shores - 314 inch. 3} Elevation oiformed surFaces before remo�al of shares - 3/4 inch. Cxoss-sectional dimensians: Overall ditnensions of beams, joists, and colutnns and thiekness of wa�ls and slabs. 1) 12 inch dimension or less - plus 1/2 inch to minus 114 nich. 2} Greater than 12 inch to 3 foot dirnensinn - plus 1/2 inch to minus 318 inch. 3) Greate�• than 3 foot dimension - plus I inch to minus 3/4 inch. Relativa alignment 1) Stairs a} Difference in height betiween adjacent risers - 118 inch. b} Difference in width between adjacent treads - lf4 inch. c) Maximurn difference in height between risers in a flight of stairs - 318 inch. d) MaXimum difference in width bet�reen treac�s in a fligh# nf stairs - 318 inch. 2) 3) 4) Set edge forms, bulkheads, and intermediate sareed strip� for slabs to achieve reyuii•ed elevaiions and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compaciing-type screeds. Construct farmwork to cambers shown ar specified an the Drawings to allow for structz�ral deflection of #he hardened concrete. Pro�ide additional elevation or camber in formwor�C as rEquired for anticipat�d formwork deflections due ta weight and pressures of concrete and construction loads. Foundation E1eme�ats: Form ihe sides of all below grade po��tions of beams, pier caps, walls, and columns straigllt and to the lines and g��ades speci�eci. Do no earth form foundation elernents unless specificaliy indicated ori the Draw�ngs. Provide temporary openings for cleanouts and inspection ports where inter.ior area of forn�work is inaccessible. Close o�aenings t�++ith panels tight�y fit[ed to forms and secure�y hraced to prevent lass af concrete mortar. Locate temporaty apenings in forms at inconspicuous locations. CI'�'Y OF FORT WORTH STANDARD COi�fSTRUC�iON SPECIFICATIQN DOCUMEIrlTS Revised April 2Q, 2021 Nor'th Tat•rant Express Segrr�ent 3C Utiltty Assenrbly 35i�i� U-0517 03 30 00 - 14 CAST-Ii�-PLACE CONCI2ETE Aage l4 of24 ] 0. Cha�nfer ext�i7or co�ners and edges of permanently exposed concrete, 2 I 1. Form openings, chases, ofFsets, sinkages, keyways, reglets, blocking, sci°eeds, and 3 bulkheads required in the Work. Determine sizes and locations from h•ades 4 pro�iding such items. 5 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, � sawdust, dirt, and ather debris just before placing concrete. 7 13. Retighten forrns and bracing before placing concrete, as required, to prevent mortar g leaks arid maintain proper alignment. 9 14. Coat contact surFaces of forms with form-release agent, aceording to manufacturer's ]0 written instructions, before placing rein�orcemen�, anchoring de�ices, and 11 etnbedded items. 12 a. Do not apply form release agent where concrete suriaces are scheduled to I3 recei�e subseauent finishes whicla may 6e affected by agent. Soak contact 14 surfaces of untreated farn�s with clean water. Kaep surFaces �et prior to 1 S placing cancrete. 16 17 18 19 24 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 34 40 41 B, Ernbedded Items 1. Place and secure anchorage devices and other einbedded itetns required for adjoining wark that is attached ta or suppo�ted by cast-in-place conerete. Use setiing drawings, templates, diagrams, instructions, and directians furnished with items to be ernbedded. a. Tnstall anchor rads, accura#ely Iocated, to ele�atians required and complying with tolei°ances in AISC 303, Section 7.5, 1} Spacing within a 6olt graup: 118 inch 2} Location of bolt group {cente�•}: '1z ulch 3) Ratation of bolt group: S degrees 4) Angle aff �ertical: 5 degrees 5) Bolt p�•ojection: � 318 inch b. Ins#aIl reglets to receive wate�proofing and to receive through-wall flashings in outer face of conc�•ete fz•ame at exteriar walis, t�vhere flashing is shown at lintels, shelf angles, and other conditions. C. Removing and Reusing Forms l. Do not backfill prior ta concrete attaining 70 percent of its 2$-day design compressive strength. 2. GeneraL• Fot�nwark for sides of6eatns, walls, columns, and similar parts ofthe Wark that daes not support weight of concrete may be removed aftec cuinulatively curing at not less than 50 degrees Fahrenheit for 24 haurs after placing cancrete, if concrete is hard enough to not Ue dainaged i�y form-removal operations and curing and prot�ctian operations are maintained. a. Leave formwark for bea�n soffts, joists, slabs, and ather structural elements that supports weight of concrete in pIace until concrete has achieved at least 70 percent of its 28-day design compressi�e strength. CI'I'Y OF FORT WDRTH Nm�fh Tarrcrnl Express Segnaent 3C STANDARD CDNSTRUCTION SPECI�']CATION DOCUMENTS Uliliry�fssembly 35W-U-0517 Revised Apri] 20, 2.Q21 03 30 00 - 15 CAST-IN-PLACE CONCRETB page 15 of 24 1 b. Do not remove form�ork supporting canventionally reinforced concrete until 2 cancrete has attained 70 percent of its specified 28 day compressive strengtn as 3 established by tests of field cured cylinders. In the absence of cylinde�• tests, 4 supporting farmwork sha11 remain in place until the concrete has cured at a 5 temperature of at least 50 degrees Fahrenheit for ihe miniz3num cumulative titne 6 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 7 surrounding air temperature is l�elow 50 degrees Fahrenheit, to the minimum g listed time per�od. Farmwork far 2-way canventiona��y reinforced slabs shall q rernain in place for at least tl�e minimum cumulative time periods specified for 1p 1-way slabs of the sarrie maximum span. � ti c. Immediaiely reshore 2-way conventionally reinforced slabs after formwork 12 rema�al. Reshores shall rem�in until the concrete 4�as attained the specified 28 13 c3ay compressive strength. �� d. Minimum cumulative curing times may be reciuced by the use af high-eariy 15 strength cernent or farming systems which allow form remova! withouk � 6 disiurbing shores, but only after the Contractar has demonst�r'ated to the 17 satisfaction nf the Engineer that Che early removal of �arms will not cause lg excessi�e sag, distortion or damage to the concrete el�rnents. �g e. Completely remove wood farms. Pro�ide temporary openings if requ�red. Zp f. Provide adequate methads of curing and thermal pratection of exposed concrete 2� ii forms are rema�ed �rior to catnpletion of specif'sed curing #ime. �2 g. Reshore areas required ta su�port canstruction loads in excess of 20 pounds per 23 sqUare foot to properly distribute cans�ruction laading. Consttvction loads up 24 to the rated li�e �oad capacity may be placed on unst�ored construction provided 25 the cor�crete has attained the specified 28 day compressive streng,th. 26 h, pbtaining concrete campressive strength tesi� for the purposes of form removal Z� is the responsibility of the Contractor. zg i. Remove forms only if shores. have been arr'anged ta permit removaZ of forms 2g withou� loosening or disturbing shores. 30 3. Clean and repair surfaces of foims to be reused in the Work. Split, frayed, 3� delaminated, or otl�et�vvise damaged form-facjng rnater�al will nflt be acceptable for 3� exposed surfaces. Apply new form-release agent. 33 4, When forrns are reused, clean surfaces, remove fins and laitance, and #ig�ten to 34 clase joints. A�ign and secure joints to avoici offsets. Do not use patched foims �For 35 expased concrete surfaces unless ap�raved by Engineer. 36 37 38 39 40 e} } 42 43 4�4 D. Shores and Reshores 2. 3. The Contractor is so�ely responsible for proper shoring and reshoring. Comply v�+ith ACI 318 and ACI 301 for desigil, ins�allation, and �•emoval of s4�oring and rest�aring. a. Do not rert�ove shoring ar reshoring until measurernent of slab tolerancEs is eorn�alete. p]an sequence of removal of shores and reshore to avaid damage to concr�te. Locate and provide adequate reshoring to support construction without exeessive stress or deflection. 45 E. Steel Reinforcement 46 1. General: Camply with CRSl's "Manual of Standard Practice° far placing q� reinforcement. NovIh Tarrant Express Segn�ent 3C CITY OF FORT WflRTN Utility Assembly 35W-U-U517 STANDAR� CONSTRUCTION SP�ClFlCATiON DOCIJMENTS Revised April 2b,2021 Q3 30 00 - 1 b CAST-IN-PLACE COIVCRETE Page 1 G of �4 � a. Do not cut or punctu��e vapor retarder, Repair darnag� and reseat �apo�• retarder � befare placing concrete. 3 2. Clean reinforcernent of loose rust and mill scale, earth, ice, and other foreign 4 materials that would reduce bond to conc�reete, S 3. Aecurately pasition, support, and secure reinforcement against displacement. 6 Lacate and support reinforcement with bar supports to maintain minimum cancrete � caver. Do not tack welc� crossing reinforcing bars. g a. Weld t•einfarcing bars according to AWS D1.4, where indicated. Only steel � conforming to ASTh�J A70b may be welded, � � 4. Installation tole 11 12 13 14 ]5 16 17 18 19 20 21 zz 23 24 25 2b 27 28 29 30 3I 32 33 34 35 36 37 38 39 40 4] 42 43 44 45 46 6. 7. Splices: Provide standai•d reinforcetnent splices by lapping and tying ends. Comply with ACI 3 I8 fof• nninimum lap of spliced bars w�tere not sp�cified on the docutneizts. Da not Iap splice no. 14 a�ld 18 bars. Field Welding of Embadded Metal Assemblies a. Remove all paint anc! galvanizing in areas to receive field welds. b. Field Prepare all areas where paint or galvaniziz�g has been t•eanoved with the specifed paint or cold ga[vanizing cnmpouncl, resp�ctively. F. Jaints rances a. Top and bottom bars in slabs, girders, bea�ns and joists; I) Members 8 inches deep or less; f3/8 inch 2} Members more than 8 inches deep: fI/2 znch b. Goncr�te Cover to Forined or Finished SurFaces: f3/8 inches for memhers S inches deep or Zess; f1/2 inehes for members ouer 8 inches deep, except that tolerance for cover shall not excced 1/3 of the specified cover. S. Concrete Cover a. Reinforcing in structural eIements deposited againsi tl�e grouncl: 3 inches b. Reinforcing in for�ned beams, co�umns and girders; 1-1/2 inches c. Grade beams and e�terior face of formed walls and cofumns exposed to weather or in cantact with the ground: 2 incl2es d. Interior faces of wails: 1 inches e. Slabs: 3/4 inches 1. Geueral: Canstruct joints irue to ]in� with faces perpendiculat• to surface p2ane of concrete, 2. Construction Joints: Install so strength and appearance of concrete are not iinpaired, at ]aca#ions indicated or as approved by Ei�gineer. a. Place joints perpendicular to main reinforcament. Continue rei�xforce�nent across construction joints, unless other�vise indicated, Do not continue reint'orcement through sides of strip placements of floors and slabs. b. Form keycd joints as indicated. Embed keys at least 1-1/2 inches into concrete. c. Locate joints for beams, slabs, jaists, and gix•ders in the middle tlxird of spans. Offset jaints in g.irders a minimum distance of twiCe the beam width frorn a beam-girder intersectian. d, Laoate horizantal jaints in wal�s and columns at underside of floors, sla6s, beams, and girders and at the tap of foatings or floor slabs. e, Space vertical joints in walls as indicated. L,ocate joints beside piers integral witla walls, near corners, ana in concealed locations where possible, CITY OF FORT W012TH S'1'ANDARD C`ONSTRUCTION SPECIFICATION DDCUMHNTS �O1'�h �'arJa"t ExP�•ess Segs:ent 3C Revised Apri12Q, 2p21 Ulility ,Lsserrrbly 33W-U-d517 03 3a oo - i� CAST-II�f-PLACE CONCRETE Page 17 of 24 F� I. C.oncrete Placement 6 G. Waters�ops 7 1. Flexible Waterstops: lnstall in construction joints and at ather joints indicated to 8 form a continuous diaphragm. Install in longest lengths practicable. Support and 9 pratect exposec� waterstops during progress of the Work. Field fabricate joints in lU waterstops according to manufacturer's written ins.tractions. 11 2. Self-Expanding Strip Waterstops: Install in construction joints and at othar 12 locations indicated, according to ma�ufacturer`s written instructions, adhesive 13 bonding, mechanically fastening, and firmly pressing into place. Install in longe�t 14 lengths practicable. 15 H. Adhesive Anchors 16 1. Coxriply with the manufacturer's installat�on instructions on the hole diameter and 17 depth reqUired to fully develop tha tensile strength of the adhesive anchor or 18 reinforcing bar. 19 2. Properly clean out the hole utilizing a wire brush and c�rnpressed air to remo�e all 20 loose matea•ial from the hole, prior to installing adhesi�e material. 21 22 23 24 25 26 2'7 28 29 30 3i 32 33 34 35 36 37 38 39 1. 2. 4. f. Use a bonding. agent at locations where fresh concrete is placed against hardened or partially hardened cancrete surfaces. 3. Dovveled Joints: Install dowel bars and support assernblies at joints where indicated. Lubricate or asphalt coat 1-I12 of daweI Iength to prevent concrete bonding to 1 sida af joint. Before placing concrete, verify that installation of formwark, reinfarcement, and embedded items is camplate and that requia•ed inspectians have been per%rmed. Do not add water to concrate during delivery, at Proje�t site, oi• during plac�ment unlEss approv�d by Enginee�•. �efore test sampling and plaeing concrete, water may be added at Frojec# site, subject to limitations of ACI 301. a. Do not add water to concrete after adding high-range water-reducing admixtures to zni�cture, b. Da not exceed the rnaximutn specif ed waterlcement ratio for the mix. Deposit concrete continuously in 1 la�+er or in horizonial layers oFsuch thiekness �hat no new concrete will be placed on cnncrete that has hardened enaugh to cause seams or pIanes of weakness. If a section cannot be placed eontinuous�y, provide construction joints as indicated. Deposit cancrete to avoid segregation. a. Deposit concrete in horizontal �ayers nf depih to not exceed fa►�nwark design p.ressures, I5 feet maximum and in a mann�r to avaid inciined construction joints. b. Consolidate placed cancrete with mechanical vibrating equipment according to ACI 301. CITY OF FORT WORTIi STANDARD CqNSTRUCTION SPECIFICATIOIV I90CUMENTS Revised April 20, 2021 No�•Y6 Tut•r•ani F�press Segu�ertf 3C Ulilrh� Assenabl�� 35W-U-05l7 o33aoo-is CAST-IN-PI.ACE CONCRETL Page f & of 24 1 c. Da not �se vibrators to transport concrete inside forms. Insert and withdraw 2 vibratars vertieally at unifartnly spaced ]ocations to rapidly penetrate placed 3 Iayer and at least 6 inches into preceding layer. Do not insei-k vibratars into 4 Iower layers of concrete that have begun to lose plasticity. At each insertian, 5 Iimit duration of vibration to time necessaty to cansolidate concrete and 6 coz�t�pfete emb�dment of reinforcement and othe�• ernbedded items without 7 causing mixture constit�ents to segregate. 8 d. Da not permit concr�te to drop freely any distance greater than l0 feet for 9 concreta containing a high range water reducing admixture (superplasticizer) or 10 5 feet for other eonerete. Provide chute or tremie to place cancrete where longer 11 drops are necessary. Do nat plac� concrete into excavations witl� standing 12 water. If place of deposit eannot be putnped dty, �our cancrete through a tremie 13 with its outlet near the bottom of the place of depasit. 14 e. Discard putnp priming grout and do nat use in the structure, 15 S. Deposii and consolidate concrete for floors and slabs in a cantinuous operation, 16 within iimits of construction joints, until placement of a panel or sectian is 17 camplete, 18 a. Consolidate concrete dUring placement operations sa conc��ete is tharoughly 19 worked around reinforcement and othe�• embedded itams and into corners. 20 b. Mainiain reinfo.t•cement in position on chairs during cancrete placcment. 21 a Screed slab surfaces with a straightedge and strike offto correct elevations. 22 d. Slope surFaces uni%rt-riiy to drains where required. 23 e. Begin initial floating using bulI floats or darbies to form a uni�'arm and open- 24 textured surface plane, before excess bleedwater appears on the surface. Do not 25 further disturb slab sutfaces before starting fnishing operations. 2b 27 28 23 30 31 32 33 34 35 3C 6. Cold-Weat3�er Flacement: Comply with ACI 306.1 and as follows. Pratect concrete work from physieal damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. a. When average high and Iow temperature is �xpected to fall below 40 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture te�nperature within the temperature range required by AC1301. b. Do not use fi•ozen materials or materials aontaining ice ox� snow. Do n�t place concrete an frozen subgrade or oii subgrade co�rtaining froz�n materials. c. Do not use calcium chloride, salt, or other materials eontaining antifreeze agents or chen�ical accelerators unless otherwise specified and appraved in �nixture designs. 37 7. Hot-Weather Flacement: Comply with ACI 3dS.I and as follows: 38 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 39 plac�ment Chilled mixing water or chopped ice may be used to control �0 temperatur�, pro�ided water equivalent of ice is cal.culated to total arnount of 41 mixing water. Using liquid nitrogen to cool eoncrete is Contractor's option. �2 b. Fog-spray forms, st�el reinforoement, and subgrade just before placing 43 concrete. Keep subgrade uniformly moist without standing water, soft spats, or 44 dry areas, 95 J. Finishing Fo�xned Surfaces 46 1. Rough-Formed Finish: As-cast eancz•ete texture impat�ed hy form-facing material 47 with tie holas and defects repaired and patehed. Remo�e fins and other projections 48 that excecd speci�ed limits on for�ned-surface irregularities. CITY OF F�RT WOR']'H Norlh Ta��rant �'xpress Segmenl3C STANDARD CONSTRUCTION SPECIFICATI03�I DOC L1IuIENTS Uti7ity Assem8ly 35W-U-Q517 Revised Aprii 20, 2021 03 3U 00 - 19 CAST-IN-PLACE CONCRETE Page 19 oi24 a. Apply to concrete surfaces not exposed to public view. 2 2. Ralated Unformed Surfaces: At tops ofwalls, horizontal offsets, and similar 3 ur�formed surfaces adjacent ta formed surfaces, strike off smaath and finish with a 4 texture matching adjac�nt formed surfaces. Cantinue final surface treat�nent of 5 formed surfaces unifa�tinly across adjacent unformed surfaces, unless otherwise 6 indicated. K. Miscellaneous Cancrete Items 10 ll 12 13 14 15 16 17 18 19 2Q 2] 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 i. Eilling In: Fi11 in kvles and openings left in concrete shuctures, unless otherwise indicated, after work of other trades is in placa. Mix, place, and cure concr�te, as specified, to blend with in-place constructiun. Provide other miscellaneou� concrete filling indicated or required to complete the Work. 2. Curbs: Frovide manolithic �nish to interior curbs by sh•ipping %rms while concrete is still green and by steel-troweling surfaces to a hard, dense finist► with corners, intersec#ions, and terminations slightly rounded. 3. Equipmant Bases and F'oundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at carrect elevat�ons, complying with diagrarns or templates fra�n manufacturer furnishing machines and equipment. a. Housekeeping pads: Normal weight concrete �3000 psi}, reinforced with #3@l 6 inches an center set at middepth of pad. Trowel conerete to a dense, smaoth finish. Set anchor boIts for secucing mechanical or electrical equipment durin.g pouring af cancrete fil1. 4. Protecti�e slabs ("Mud slabs"): Narinal weight concrete (2500 psi minimum) with a minimum thickness of 3-112 inches. Finish slab to a waod flaat finish. L. Concrete Protecting and Curing � 3. Gene�•al: Protect freshly placed conciete from premature drying and excessiva cold or hot temperatures. Comply with ACI 30b.1 for cold-weather pratection and ACI 305.1 for hat-weather pa•otection during curing, Formed Surfaces: Cure forined concrete surfaces, including underside of beams, supported slabs, and other similar sarfaces. If fornns remain during curing periad, iaaoist cure after loosening farins. If removing forms before end of curing period, continue curing foc the remainder of the curing period. Unfarmed Surfaces: Begin cui�ng immediately after finishing cancrete. Cure unfa��rned surfaces, including floors and slabs, cancrete floor toppings, and other surfaces. 4. Cure concrete according ta ACI 30$.1, by 1 or a cambination ofthe following methods: a. Moisture Curing: Keep sttrfaces continuously moist for not less than 7 days with the following materials: 1) Water 2) Continuous water-fog spray 3) Absor}�tive cover, water saturated, and kept contutuously wet. Covej• canere�e surfaces and edges with I2-inch lap over adjacent absotptiv� co�ers CITY OF FQRT WORTH STANI�AKD C01�35TRUCTION SPECIFICATION DOCUMENI'S Revised Apri120, 2021 Nor•th Tar•i•anl F�press Segrrrenl 3C Utrlrty Asseu�bly 35W-U-OS17 03 30 00 - 20 CAST-3N-PLACE CONCRETE Fage 20 of 24 io 11 12 13 14 1S l6 b. Moistw•�Retaining-Cover Curing: Cover c�nc�•ete surfaces with moisture- retaining cover far curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterprooftape or adhesive. Cure foi° not less than 7 days. Immediately eepair any hales ot• tears duz•ing curing period using cover material and waterproof tape, 1} Maisture cure ar use rnoisture-retaining covers to eure concrete surfaces to receive floor eoverings. 2} Maisture cure or use moisture-retaining covers to cure coilcret� snrfaces to receive penetrating liquid �loor treatrnents. 3} Cure cancret� surfaces to receive floor covering� with either a mais�u�•e- retaining ca�er ar a curing compaund that the manufacturer certi�es wil] not inierfere with bonding of floor covering used an Project. c. Curing Compou.nd: Apply unifoi�rnly in continuous operation by power spray or roller according to manufacturer'� written instructions. Recoat areas subjected to hea�y rainfall within 3 hours after initial appIication, Maiiitain continuity of coating and repair damage during curing period. 17 3.5 REPAIR 18 A, Concret� Surface Repairs � 9 1. Defective Concrate; Repair and patch defective areas when approved hy Engineer. 20 Remo�e and replace concret� that cannot be repaired a��d patched ta �ngineer's 21 appro�val, 22 �. Patching Mortar: Mix dry-pack patching martar, cansisting of 1 part portland 23 cement to 2-112 parts �ne aggregate passing a No. 16 sieve, using on]y eiiough 24 vvaier �nr iiandling and placing, 25 26 27 28 24 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3. Repairing Formed SurFaces: Surface defects include color and texture irregularities, eracks, spalls, air bubbles, honeycombs, rock packets, �ns and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. �, Immediately aftei• foi�n i•emoval, cut-out honeycombs, i�ock packets, and voicis more than 112 inch in any dimension in solid concrete, but not less than 1 inch in depth. Make edges of cuts perpendicular to concrete surfaee. Clean, daznpen with water, and brush-coat holes and voi.ds with bonding agei�t. Fill and campact with pa#ching mortar before bonding agent has dried. Fi11 for•m-tie voids with patching mortar or cone plugs secured in place with bonding agent. b. Repair defects on surfaces exposed to view by blending wl�ite poi�tland cement and standard portland eer►ient sa that, when dry, patching mortar will match surrQunding color. Patch a test area at inconspicuous locations to verify mixture and color rriatcl� befa�•e proceedin� with patching. Compact martar in place and strike off slightly higher than surrounding surface. c. Repair defects on concealed fortned surfaces that affect concrete's dm�ability and struclural perfoamance as determined by Engine�r. 4. Repaii�ing Unfortned Surfaces: Test unformed surfaces, sUch as floars xnd slabs, for finish and verify surface tolerances speeified for each surface. Correct law and high areas. Test surfaces sloped to drain for trueness of sIope and smoothness; use a sloped ternplate. CITY OF FORT WORTH Nof•rh Tarrant Exp��ess Segriaenl3C S'I'ANDARD CaNSTRldCT1ON SAECIFICATIOTJ DOC.UMCNTS Utilit�� Asse»ib13+35W-i1-p517 Ctevised April 20, 2021 033DOD-21 CAST-IN-PLACE CONCRETE Page21 of24 2 ;� Repair �nislned surfac�s containing defects. Surface defects includ.e spalls, pop outs, honeycombs, rock pock�ts, crazing and ca•acks in exce$s of 0.01 inch wicie or that penatrate to reinforcement or com�letely through unreinforced sections regardless of width, and other ob3ectionable conditions. After concrete has cured at least 14 days, correct high areas by grinding. Correct localized law areas during or immediately after completir�g surface finishing aperations by cutting out lo�v areas and replacing with �atching mortar. Finish repaired areas to blend into adjacent cancrete. Repair defeciive areas, except randort� cracks and single holes 1 inch or jess in diameter, by cutting. out and rep�acing with fresh con¢rete. Remove defecti�e areas with clean, square cuts and expose steel reinforcement with at least a 3I4- inch clearance a11 around. Dampen concrete s��'faces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and tnixture as originai cancrete except without coarse aggregate. Place, compact, and �inish to blend with adjacent �inished concrete. Cure in same manner as adj�cent cnncrete, Repair random cracks and single holes 1 inch or less in diameter with �aatching rnortar. Grao�ve tap of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned cancrete s�rfaces and apply bonding agent. Place patching mortar before bonc�ing agent has dried. Co�npact patching mortar and finish to match adjacent concrete. Keep patched area continuousi�+ moist for at least 72 hnurs. b, c. 9 10 11 12 13 1� IS 16 17 18 19 20 21 22 d. e. 23 5. Pet•for�n structural repairs vf ¢oncrete, subject to Engineer's approval, using apoxy 24 adhesive and patching martar. 25 6. Repaii• materials and installation nat specified above may be used, subject to 26 Engine�r's approval. 27 3,b RE-IN5TALLATION [NOT USED] 28 3.i FLELD QUALITY CONTROL 29 A. Testing and lnspecting: City will engage a special inspector and qualified testing and 30 inspeeting agency to perform field tests at�d inspections and prepare test reporCs. 31 32 33 34 35 36 37 38 B. lnspections 1. Steel reiraforcement placem�nt 2. Headed bolts and studs Veri�cation of use of required ciesign mixture �4. Concrete placement, ino�uding conveying and depositing 5. Curing procedures and inaintenance af curing temperature 6. Verifcation of concrete strength befare r�movaj of shores and forms fram beams and slabs 39 C. Cancrete Tests: Perform testing of compasite samples of fresh conerete obtained 40 according to ASTM C172 ac¢ording to the fallowing requirements: �41 1. Testing Frequency: Obtain l compasite sample for each day's pour of each q2 conci•ete mixture exceeding S cabic yard, but less than 25 cubic ya�•d, �lus 1 set for 43 each additibnal 50 cubic yard or fraction thereof. CITY OF FORT WORTH Nor�th Tarr�a�d Express Segtnent 3C STANDAItiI CONSTRUCTION 3PECiFiCATlON DOC[1MENT5 Utrlrty Rsselr�bly .35W-U-0517 Revised Apri120, 2621 as 30 on - zz CAST-[N-PLACE CONCRETE Paga 22 of 24 1 2. Slump; A�TM C143; 1 test at paint of placement for each composite sample, but 2 not less than 1 test for each day's pour af eacl� concrete mixture. Perform additinnal 3 tests when concreta consistency appears to change. 4 3. Air Content; ASTM C231, pressur� method, for normal-weight concrete; � test for 5 each composite sample, b.ut not less than 1 test for �ach day's pour of eaah concrete 6 mixture. 7 4, Concret� Temperatur�: ASTM C10b4; 1 test haurly when air temperature is 40 8 degrees Fahrenheit and belaw and when $0 degre�s Fahi•enheit and above, and 1 9 test for each composite sample. 1� 5. Comgression Test Specirnens: ASTM C31. 11 a. Cast and laboratory cure 4 cylinders �or each composite sample. 12 1) Do not transport fiield cast eylinders until they have cured for a 13 �ninimum of24 hours. 14 G. Compressive-Strength Tests: A�TM C39; 15 a. Test 1 cylincfer at 7 days. 16 b. Test 2 cylinders at 2$ days. 17 c. Hald 1 cylinder for testing at 56 days a� needed. IS 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 34 �0 41 42 �43 44 A�5 4B 47 0 10. When st�•ength of field-cLired cylinders is Iess than $.5 percent oicompanion laboratory-cured cylinders, avaivate operations and provide corrective procedures for pratecting and curing in-pIace concrete. Strength af each concrete mixture will be satisiactory if every average of any 3 consecuti�e coznpressive-strength tests equals or exceeds specified compxessive sirength and no coinpressive-strength test value falls be]ow speci�ed compressive strength by maz•e than 50Q psi, Repor� t�st results in vrriting ta Engineer, concrete manuFactui�er, and Contractor within 4& hours of testing. Repar�s of compressive-strength tests shall contain Project identi�catiou name. and numher, date of cancrete placement, name of coucrete testing and inspecting agency, location of coneiete batch in Work, design cojnpressive strength at 28 days, concrete mixture proportions and ma#erials, compz•essive breaking str�ngth, and type afbreak fot• boih 7- and 2$-day tests, Additional Tesfi.s: Testing and inspectil�g agency shall make additianaI tesfis of concrete when test results indicate that sIump, air entrainment, compressi�e strengths, or other requirements ha�e not been me#, as directed by Engineer. Testing and insp�eting agency nlay concfuct tests to cEetej�rnine adequacy of concrete by cored cylinders complying with ASTM C42 or by other methods. as direct�d by Engineer. a. When the strength level ofthe conerete for any portion of the structure, as indicatad by cylinder tests, fa11s below the specified requirements, provide improved curing conditians and/ar adjustments to the mix design as required to obtain the required sirength. If the a�ecage strengtl� of the laboratory contro] cylinders falls so l�w as to be deemed unacceptable, foIlow the core test pt•ocedure set foi�th in ACI 3 O1, Chapter 17. Locations of coi•e tests shall be appro�ed by the Engineer, Core sampling and testing shall be at Contractors expense. b. If the results of tkae ca�•e tests indicate that the st�•ength of the structure is inadequate, any replacement, Iaad tasting, ar strengthening as may be ordered by the Engir�eex shall be provided by tl�e Contractor without cost to the City, CI1'Y OF FORT WOATH North Tarrcrnt Express Segnrent 3C STANDAI2l7 CONSTRlICT10N SP$CIFICA'1'lON DOCUMENTS Utility Assembly 35W-U-0517 Revised ApriE 20, 2p21 03 3� UO - 23 CAST-IN-PLACC COt*iCRETE Page 23 of2�1 1 1 l. Additional testing and inspeeting, at Contractor's expense, will he performed to 2 detertnine ca�npliance of replaced or additional work with specified requirements. 3 I2. Correct deficiencies in the Work that test reports and inspeeti.ons indicate does not 4 comply with the Contract Documents. S D. Measure floar and slab flatness and levelness according to ASTM E11 SS within 48 6 hours of finishing. E. Concrete Finish Measurement and Tolerances 10 ]1 12 13 14 15 ]6 l7 18 14 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1. All floors are subject to measurement for flatness and le�weliiass and comply with the following: a. Slabs shall be flat within a tolerance of 5/16 inches in 10 fe�t when tested with a l 0 foot lang straightedge. Apply straightedge to the s�ab at 3 foot interrrals in both directions, lapping straightedge 3 feet on areas previous�y checked. Low spnts shall not exceed the above dimension anywhere along t�e st�•aightedge. Flatness shall be checked the next work day aier finishing. b. Slabs sha115e level within a iolerance of f 114 inch in 14 feet, not to exceed 3/4 inches total variation, anywher� on the flooc, fi•om elevations indicated on the Drawings. Levelness shall be checked on a 3 0%ot grid using a ievel after removal of forms. c. Measurement Standard: AIl f�aors are suhject to measurement for flatness and levelness, according to ASTM EI155. 2. 2 Tiered 1Vleasurement Standard a. Each floor test sectian and the ove�•all floor area shall conforrn tn the 2-tiered measurement standard as speciiied herein. l) Minimum Loeal Value: The minim�m local FF/FL values repre.sent the ab- solute minimum surface prafile that will be acceptable for any 1 test sample (line of ineasure�nents) anywhere within the test area. 2) Specified O�eralj Value: The specified o�erall FFIFL values t•epresent the minimum values acceptable for individual flaor sections as we11 as the floor as a whole. 3. Floar Test Sections a. A floor test section is defined as the smaller of the follawing areas: 1} The area bounded by colurnn andlor wall lines 2} The area bou�ded by eonstruction andlor contrnl joint lines 3) Any combit�ation of coiurnn lines and/or eontrol joint lines b. Test sample measurement lines within each test section shall be multidirectional along 2 orthagonal lines, as defined by ASTM E1155, at a spacing to be determined by ths City's tesfing agency. c. The precise layout of each test section shall be determined l�y the City's t�sting agency. �4. Concrete Floor Finish Tolerance a. The foIlov�ing values apply hafore removal of shores. Levelness values (FL) do not apply to intentionally sloped or cambered areas, nor to slabs poured on meYal deck or precast concrete. l} Slabs Qverall �aiue FF4SIFL3� Minirnum Local Value FF3DIFL20 S. Floor Elevation Tolerance En�elope CITY OI' FORT WORTH STANI]ARD CONSTRIJCTIOI�! SPECIFICATION �OCUMENTS Revised Apri120, 2021 Nor7h Tarra�l Earpress Segment 3C Utrlity /Lssembly 35W-U-0517 o� 3o ao - za CAS.T-IN-ALACE COI�ICI2E'1'� Page 24 of 24 1 2 3 4 5 6 7 S 9 10 3.� a. The acceptable tolerance envelope for absolute elevation of any point an the slab surface, with respect ta the elevation shorvn on the Drawings, is as follows; 1) Slab-on-Grade Construction: f 3/a inch 2) Top surfaces of formed slabs measured prior to removal �f supporting shares: �'/a inch 3) Top surfaces of aIl other slabs: f 3/a inch 4) Slabs specified to slope shall have a tolerancc irom the specified slope af 3/8 xnch in 10 fe�i at any point, up to 31a inch frozn theoretical elevation at any point. SYSTEM STARTUP [NOT USED] 1 I 3.9 ADJUSTING [NOT USED] i2 3.10 CLEANING 13 14 1S 16 17 18 19 2a 2l 22 23 24 25 26 2'1 28 29 30 A. Defective Work l. Imperfect or damaged �ork �r any material damaged or deter�niaed to be defective befo.re �nal completion and acceptance of the entire job shall be satisfactorily re- placed at the Gontractor's e�.pense, and in confo�mity with all of the requirements of tIie Drawings �nd Specificatians. 2. Petform removal and replacernent of concrete work in such manner as not to impair Che appea.rance or strength of the stz�ucture in any way. B. Cleaning 1, Upon campletion of the work remove from the site all forrns, equipment, protective cove�•ings and any rubbish resulting therefrorn. 2. After sweeping flaors, wasl� floars with clean rWatar. 3. Lea�e finished concrete surfaces in a clean condition, satis.iacto�y to the City. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.1� PROTECTIQN [N�T USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMEI�ITS [NOT USED] END OF �ECTION Reuision Log DATE NAIVI� SUMMARY OF CHA,NGE 2.2.03 -- Removed Blus Text/Added Descriptions for water-soluble, l2 /2 012 0 1 2 D, Johnson chloride-ion content 3,4.C,1 — G�xnged 7S% to 70% 31 C.ITY OF FORT WORTH North Tm�rar�1 Farpress Segl�rerrl3C 57'ANbARI3 CONSTRUCTIOi�f SPECIFICATION DOCUM�NTS Utilidy �tssembl�� 35W-U-0317 Revised Apri120, 2021 0334i3-1 CC?NTROLL�b LOW STREPiGTH MATERIAL (CLSM) Page E of 6 1 1 SECTION Q3 34 13 2 CONTR�LLED LOVIW STRENGTH MATER[AL (CLSM} 3 PART 1 - GEI�TERAL 4 11 SiTMMARY 5 A. Sectian includes: 6 1. Controlled lnvv strength material {CLSM) for use in the following: 7 a. Flowable backfill 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Nane. 10 C. Related Specifcation Sections include, but are not necessarily limited ta: I 11 _ ` _ _ _ �.._. _ . _ .� .n �. w 4 12 I_ Division l— General Rec�uirements l3 Sectian 03 30 00 - Cast-in-Plac� Concrete 14 1.2 PRICE ANB PAYMENT PROCEDURES � , A. Measurement and Payment l. Measurement a. This Item is considered subsidiary ta the structure or Items being placed. 2, Payment a. The work performed and the materials furnished in accordance �vith this Item are subsidiary to the structure or Items being placed and no other cornpensation �ili be allowed. 15 16 17 18 19 Za 21 22 1.3 REFERENCE� A. Reference Standards L. Reference standards cited in this S�ecification refer to tlie eurrent re%rence standard published at the time of the latest revision date Iogged at the end of this Specification, unless a date is specif calIy cited. B. ASTM International (ASTM}: 1. C31 - Standaxd Prac#ice for Making and Guring Concrete Test Specimens in the Field. 2. C33 - Standard Specification for Cancrete Aggregates. 3. C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 4. C 143 - Standard Test Method for Slump af Hydraulic Cement Concrete. S. C231 - Standard Test Method for Air Gontent of Freshly Mixed Conerete by the Pressure Method. 6. C26D - Standacd 5pecification for Air-Entraining Admixtures far Concrete. 7. CG 18 - Standard Specification for Coa1 Fly Asl� and Kaw or C.alcined Natural Pazzolan for Use in Concrete. 23 24 �.5 26 27 28 29 34 33 32 33 34 35 36 37 38 CITY OF FORT WORTH STANI]ARD COI�iS'C12UCTION SFECiFICATION DOCUMEI�3T3 Re�ised Aprii 2D, 2021 Norfh Tarrant Express Segnten13C Utilily Assembly 35W-U-OSI7 Q33413-2 CONTROLLCD LOW STRENGTH M.�,TERIAL {CL3M) Page2nf6 1 1.4 ADMINISTRATIVE REQi7IREMENTS [NOT USED] 2 1.� SUBNIITTALS 3 A. Provide submittals in aecordance with Section O l 33 00. 4 B. All submittals shal] be apprnved by the City prior to delivery and/or fabricatian for 5 s�ecials. 6 1.5 ACTION SUBMTTTALS/INFORMATIONAL SUBNIITTAL,S 7 8 9 ia ii 12 13 14 15 lb 1.i A. Product data B. Sieve analysis 1. Submit sie�e analyses of fine and coars� aggregates being used. a. Resubmit at any time there is a significant change in grading of materials. 2. Mix a. Subtnit full details, incZuding rnix design ealculations for mix praposed far use. C. Trial batch test data 1, Submit data far each test cylindar. 2, Submit data that identifies mix and sIump for each test cylinder. CLQSEOUT SUBM�TTALS [NOT U,SED] 17 1.� MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING �1VOT USED] 20 21 1.1 i FIELD CONDITIONS [NOT USED] 1.12 WAR1tANTY [1vOT USED] 22 PART 2 - PRODUCTS 23 24 25 2G 27 28 29 30 31 32 33 34 35 2.1 C}WNER-FURNISHED OR OWNER-SUPPLIED PR�DUCTS jNOT USED] �.� PRODUCT TYPES AND MATERIALS A. Materials I. Portland cement: Type II 1ow aIkali portland cement as �pecified in Section 03 30 OQ. 2, �'ly ash; Class F fly ash in accordance with ASTM G618, 3. Water: As speci�ed in Sectian 03 30 Op, 4. Admixture: Air entraining aefmixture in aceardance wi#h ASTM C260. 5. Fine aggregate; Concrete sand (daes not need to be in accordance with ASTM C33), No more than 12 percent of fine aggregate shal] pass a No. 20a sieve, and no plas#ic fines shall be present, 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. B. Mix�s CITY OF FORT WORTH Not•1h Ta�•ranl �rpr•ess Seg,nent .�C 37'ANbARD CpNSTRUCTION SPECIFICATION l�OCUMENTS UtilityAsselnbly 35W-U-Q517 Revised April 2Q, 202] 033413-3 COI�lTROLLEb LOW STR�iVGTH 3vfATER1Al. (CLSM) Page 3 aF 6 1 2 3 4 5 6 7 8 9 1p 11 12 13 14 I5 16 1. Perfortnance requirements a. Total calculated air cnntent 1) Not less than 8.0 percent or greater than 12.0 percent. b. Minimum unconfined campressive streng#h I) Not less than 50 psi measured at 28 days. c. Ma�cimum unconfined compressive strength 1) Not gr�ater than 150 psi measured at 28 days. 2) Limit the long-term strength (90 days) to 200 pss such that rt�aterial couid be re-exca�ated with canventional exaavation equipment in the future if necessary. d. Wat density 1} No gt•eater than 132 pounds per cubic foot. e. Colar 1) No coloration required unless noted. 2) Subm�t dye or other co3oration means for appro�al. 2. Suggested design mix Absalute Volume Material Weight Specific Gravity Cubic Foat Cement 30 pounds 3.15 O.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds 1.00 4.54 C.oarse Aggregate 1,465 pounds 2.68 $.'16 Fine Aggregate i,465 pounds 2•68 S•76 Admixture 4-6 ounees - 2�7D TOTAL 3,543 pounds - 2�•�4 17 18 2.3 ACCESS�RIES [N�T USEDj ] 9 2.4 50URCE QUALTTY CONTROL 20 21 22 23 24 25 26 27 A. Trial batch 1. After mix design has been accepted by Engineer, have trial hateh of the accepted m� design prepared by testing laboratozy acceptable ta Engineer. 2. Prepare trial batches using specifi�d cementitiaus materials and aggregates proposed to be used far the Work. 3. Prepare trial batch with sufficient quantity ta determine slump, workability, consistency, and to prov�de su.fficient test cylinders. B. Test cylinders: 2g 1, Arepare test cylinders in accordance wiih ASTM C31 vvith the foflowing 29 exceptions: 30 a. Fill the concrete test cylinders to overflowing and tap sides lightly to settl� the 31 m ix. 32 b. Do not rod the concrete mix. CITY OF PORT WORTH Norih Tm•rand F�press SegmenP 3C STAi�]AARD CONSTRUCTIqN SPECIPICATION DOCUMENTS Utility RssenPb�y 35W-U-0517 Revised Apri12D, 2U21 a33ars-a CONTROLLED LOW STRENG'TH MATERIAL (CLSM} Page 4 of 6 c. Strike ofFthe excess material. 2 3 4 5 6 7 8 9 10 ]] 12 2. Place test cyIinders in a moist curing room. Exercise caution in inoving a��d transporting the cylinders sinee they are fragile and will withstand only rninimal bumping, banging, or jolting withaut damage. 3. Do not t•emave the test cylinder from mold until the cylinder is to be capped and tested. 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: a. Perform tha capping carefully to prevent premature fract�res. b. t]se neoprene pads a minimum oi 1/2 inch thick, and 1/2 inch larger in diameter than the test cylindet•s. c. Do nof perfarm initial campression test unti] the cylinders reach a rninimurn age of 3 days. l3 C. Coznpression test S test cylinders: Tesf 4 test cylinders $t 3 days and 4 at 2$ days in 14 accordance with ASTM C39 except as modified herein: 15 l. The cam�pression strength ofthe 4 test cylinders tested at 28 days shall be equal ta 16 ot• greater tk�an the mi.nimum rec�uired compr�ssion strength, but not exceed 17 maximutn compression strength. 18 D, If the ti•ial batch tests do not rneet the 5pecificatians for sti•ength or densi .ty, revise and l9 resubrnit the mix desig�, and prepare additional trial batch and tests. Repeat until an 20 acceptable trial batch is px•oduced that meets the Specifications. 21 1. All the trial batches and acceptabiliiy of materials shaZI be paid by the 22 CONTRACTOR. 23 24 25 26 27 28 2. After acceptance, do not change the mix design without submitting a new mix design, trial batches, and tc�t information. E. Datermine slump in accardance with A,STM C 143 with the following exceptions: I. Do not rod the concrete material, 2. Place material in slurnp cone in 1 semi-ooratinuous filli�ag operation, slighily overfill, tap lightly, strike off, and then measure and reeord slump, 29 PART 3 - EXECUTTON 30 3.1 INSTALLERS [NOT USED] 3l 3.2 EXAMINA'1`ION [NOT USED] 32 3.3 PREPARATION �1V�T U�ED] 33 34 35 36 37 38 39 40 3.4 INSTALLATION A. Place CLSM by any method v,rhich preserves the quality af tha material in te��s of compressive stre�igth and density; 1. Limit lift heights af CLSM placed against strucfures and othet• facilities that could be damaged due to the pressure from the CLSM, to the Iesser of 4 feet ar the lift height indicated an the Drawings. Do not place anather lii� of CLSM until the lasi lift of CLSM has set and gained sufficient strength to grevent lateral load due ta the weight of the next lift af CLSM. CITY DF FOR7' WORTH Nor�th Tarrani Express .�egrner�t 3C STANDARD CONSTRLTCTION SPECIFICATION DOCUMENTS U1ilily�tsseyirbly 35W-U-0517 itevised Apri[ 20, 2021 033413-5 CONTROLLL�D LOW STR�NGTH MATEIiIAL (CL3Ni) Page 5� nfb 4 9 l0 11 2. The basic req�irement fnr placement equipment and placem�ent methods is the maintenance of its fluid properties. 3. Transport and place material so that it flows easily around, beneath, or through walls, pipes, conduits, or other structures. 4. Use a slump of the placed rr�aterial greater than 9 inches, and sufficient to allaw the material to flow freeiy during placement: a. After trial batch testing and acce�fance, rr�aintain slump develop�d during testing during co�struct�on at all times within � 1 inch. 5. Use a slump, consistency, workability, ilow characteristics, and pumpability (where required} such that when placed, t13e material is self-compacting, seli densifying, and has sufficient plasticity that compactian or mechanical vibratior� is not reyuired. 12 6. When �sing as emYsedment for pipe take appropriate measures to ensure iine and ] 3 grade of pipe. 14 3.5 REPAIR [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD QIIALITY CONTROL 17 18 I9 20 21 A. General 1. Make pro�isions fo�• and furnish a11 inaterial far the tes� specimens, and provide manual assistance ta assist the Engineer in preparing said specimens. 2. Be responsible for the care of and providing curing condition for the test specimens. B. Tests by the City 22 1. During the progress af construction, ihe City will have tests rnade to determine 23 whether the CLSM, as being produced, complies with the requirements specified 24 hereinbefore. Test cylinders will be made and delivered to the laborakory by the 25 �ngineer and the testing expense will be bort�e by the City. 26 27 zs 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 2. Test cylinders a. Prepare test cylinders in accordanee with ASTM C3 i with the following b. e. e. exceptions: 1) Fill the cancrete test cyIinders to overflowing and tap sides li�htly to settle the mix. 2) Do not rod the conc�•ete mix. 3} Strike offthe excess material. Place the cyli�ders in a safa Iocatian away frnm the eanstruction activities. Keep the eylinders moist by covering with wet burIap, or equivalent. Do not sprinkle water directly on the cylinders. After 2 days, place the cylinders in a protective container for fransport to the laboratajy for testing. The concrete test cylinders are fragile and shall be handled cai•efully. The container may be a box with a Styrofoa�n ar similar lining that will limit the jarring a�d bumping of the cylinders. Place test cylinders in a moist curing room. Exercise caution in moving and transporting the cylinders sinoe they are fragile and will wikhstand only minimal bumping, banging, or jolting without damage. Do not r�move tiie test cylinder from mold until the cylinder is to be eapped and tested. CITY OF FORT WOATH STANDARI7 CON�TRUCTION SPECIFICATION 170CUMBNT5 Revisad April 2U, 2021 Noi�lit Tatranl Ek�ress SegnrenP 3C Clttlity Assei�rbly 35W-[1-05 i 7 03 34 l3 - 6 GONTROLLED LOW STRENGTH MATERIAL (CI.SIvt} Page 6 of 6 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 lb ]7 l8 19 20 21 �2 23 3, 4 ►� 6. f. The test cylinders may be capped �vith standard sulfur compound ar neoprene pads: I) Perform the capping carefully to prevent preinature fraetures. 2) Use neopz•ene pads a minimum of l/2 inch thick, and i12 inch larger in dia�neter than the test cylinders. 3) Do not perform initial compression test until the cylinders reach a minimum age of 3 day�, The nuzx�ber of cylinder specimens taken each day shall be detennined by tlie Inspe¢tor, a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 exce}�t as rnodified here�n. b. The campressian strength of the cylinders tested at 28 days shall be equai to or greater than the minimum required compression strength, but not exceed ma�imum compression strength. The City will test the afr content of the CLSM. Test will be made immediately after discharge from the mixer in accardance with ASTM C231. Test the slump of CLSM using a slump cone in accat�danc� with ASTM C143 with the %llowing exceptions: a. Do not x•od the concrete material. b. Place material in slump eona in I semi-continuous filling operation, slightly aver�ll, tap lightiy, strike afF, and then measure and record slu.mp. If compressiv� strengih of test cylinders does not meet requirarnents, make corrections to the mix design to meet the requirements of this speciftcation. 24 3.8 SYSTEM �TARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 2G 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NUT USED] 28 29 3fl 31 32 3.12 PROTECTION [NOT U�ED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS �NOT USED] E1�TD OF SECTION Revision Log DAT� NAME SUMIv11ARY OF CHANGE 33 CITY OF FORT WOR7'H Not�lh Tar•1•ant Express Segment 3C STANDARI) CaNSTRUCTION SPECIFICA'I'ION DDCUM�NTS Urrli�j� Assenably 35W-U-Q517 Revised April 20, 2021 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page l oF4 SECTION Q3 3416 CONCRETE BASE MATERIAL FOR TRENCH REPAIR PART 1- GENERAL 1.1 SUIVIII�IARi' A. Section inciudes: 1. Concrete base material for trench repair B. Deviatians from this City af Fort Worth Standard Specifica�i�n 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Coniract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast-in-Place Concrete 1.2 PRICE AND PAYMENT PROCEDLTRES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the structure or Ttems heing placed. 2. Payment a. The work perfnrmed and the materials furnished in accardance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 1.3 REFERENCES A. Reference Siandards 1. Reference standards cited in this Specification refer ta the current r�ference standard published at the tisne of the latest revision date logged at the end of this Specification, unl�ss a date is speciiically cited. B. ASTM Intemational (ASTM): 1. C31, Standard Practice far Making and Curing Concrete Test Specimens in the Field. 2. C33, Standard Specifieation for Concrete Aggregates. 3. C39, Standard Test Method for Compressive Strength of Cylinc�rical Conerete Speeimens. 4. C 143, Standard Test Method for Sluxnp of Hydraulic-Cement Cancrete. 5. C172, Standard Practice far Sampling Freshly Mixed Conerete. 6. C231, Standard Test Method for Air Content of Fr�shly Mix.ed Concrete by the Pressure Method. 7. C26q, 5.tandard Specification for Air-Entrauung Admixtures %r Concrete. S. C618, Standard Specification for Caal F�y Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. C1TY OF FORT WOIZTH Nordh Ta�•ra�t Express Segrnenl3C STAN�ARD CONSTRUGTION SPECIFICATION DOCUMENTS Udility Assemi�Iy 35W-U-0517 Revised pecember ZQ 2D12 Q33416-2 CQNCAETE BASE MATER3AL FOR TRENCT3 REPATR Page 2 of 4 9. C10b4, Standard Test Method for Temperature of �resb.l.y Mixed HydraulicCement Concrete. 1.4 ADMINISTRATNE REQUIltEMENTS [NOT USED] 1.� SUBMITTALS A. Provide submittals in accordance with Section O1 33 00. B. AlI submittals shall be appro�ed by the City prior to delivery and/or fabrication far specials. 1.G ACTION �SUBMiTTALS/INFORMATIONAL SUBMITTALS A. Submit propased �nix desagn for Engineer's r�view a minimum of 2 weeks prior to start of low density concrete baek�ll wor�C. l.q CLOSEOUT SUSMITTALS [NOT USED] 1.R MAINTENANCE MATERIAL 5i]BMiTTALS [NOT USED] 19 QUALITY ASSiTRANCE [NOT iTSED] 1.10 DELNERY, STORAGE, AND fiANDLING [NOT USED] 1.11 FIELD CONDITZONS [NOT USED] 1.12 WARRANTY [NOT USED] PART � � PRODUCTS �.1 OWNER-FURNISHED OR UWNER-Si]PPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPE� AND MATERIALS A. Mix Design 1. Performance requirements a. Concrete Base Material far Trench Repair 1) 28-day conapressive stren�th of not less than 750 psi and not more than 1,200 psi. B, Materials 1. Pnrtland cement a. Type II low alkali portland cemen.t as specified in Section 03 30 40. 2. Fly ash a. Class F fly ash in accaxdance wath ASTM C618. 3. Water a. As specified in Section 03 30 Q0. 4. Admixture a. Air entraining admixture in accordance with ASTM C260. 5. Fine aggregafe a. Concrete sand (daes not need to be in accordance with ASTM C33). CITY dF FORT WORTH Nw•1h Tarranl Ezpf•ess Segrne�T13C STANDARD CO]VSTRUCTipN SPECIFICATION DOCUMENTS Ulflity �lssernbly 33W-U-0517 Revised December 20, 2D12 033416-3 CONCRETE BA5E MATERIAL FpR TRENC�1 REPAIR Page 3 of 4 b, No more than 12 perc�nt of fine aggregat� shall pass a No, 200 sieve, and no plastic fines shall he present. 6, Coars� aggregate a. Pea gravel no Iar�er than 318 inch. 2.3 ACCESSORIES [NOT USED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECi.TTION 3.l INSTALLERS �NOT USEDj 3,� EXAMINATION [NOT USED] 3.3 PREPARATION [N�T USED] 3.4 INSTALLATION A. Place cancrete base material by any method which preserves the quality of the material in terms of compressive strength and density. 1. The t�asic requirement fox placement equipment and placement methods is tbe maintenance of its fluid properties. 2. Transport and place material so that it flows easily around, beneath, or through walls, pipes, conduits, or other structures. 3. Us.e a sluz�ap, conssstency, warkability, flow characteristics, and purnpability (where required} such that wheu placed, the material is self-compacting, self-densifying, and has sufficient plasticity that corn.paction or mechanical vibration is not r�quired. 3.� REPASR (NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.q F�ELD QUALITY CONTR�L A. General 1. Make provisions for and furnish all material for the test specimens, and provic�e manual ass.istance to assist the Engineer in prepazing said spacitnens. 2. Be respansible far the care of anci providing curing conditian for the test specimens. B. Cancrete Tests: Perform testing of co�posite samples of fresh concrete obtained according ta ASTM C I72 according to the foIlowing requirements: 1. Testing Freguency: Obtai� 1 composite sample for each day's pvur of each concrete mixture up to 25 cuhic �rards, plus 1 set for each additional SO cubic yards ar fraction thereof. 2. Slump: ASTM G143; 1 test at point of placement for each composite sample, but nat less than 1 test for each day's pour of eac}� con.crete mixture. Perform additional tests when cancrete eonsistency app�ars io change. 3. Air Content: ASTM C231, pressure method, far normal-weight concrete; 1 test for each composite sample, but not less than 1 test for each day's pour o� each concrete nnixture. CITY O� �'ORT' WORTH Nor•lIr Tarraiil Express Segmen� 3C STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS Utility,4ssem6ly 35W-U-0517 Revised Decemb�r 20, 2U 12 03 34 1 b- 4 CONCRET� BASE ]ViATERIAL FO�t TKENCH REPAIR Pagc 4 of 4 4. Concrete Temperature: ASTM C 1 Q6�4; 1 test hourly when air temperature is 40 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 �est for each composite sample. 5. Compression Tast Specimens: ASTM C31, a. Cast and Iabaratory cure 4 cylinders for each coznposite sample. 1) Da not transpart field cast cylinders until they have cured for a minimum of 24 hours. 6. Compressive-Strength Tests: ASTM C39 a. Test 1 cylinder at 7 days. 3.8 SYSTEM STARTUP LNOT U�ED] 3.9 A,DJLI�TING [NOT USED] 3.10 CLEANING [NOT IISED] 3.11 CL�SEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [N4T USED] 314 ATTACIIMTINTS [NOT USED] END �F SECT�ON Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT 1TVORTH North Tarrant Expr•ess Segmenl3C STANDARD CONSTRUCTION SPECIFICATION DOCUM�IVTS Utilily Assembly 35W-U-0317 Aevised Dece�nber20, 2(}I2 D3800D-1 MOI]IFICATIONS'TO EX[STING CdNCRETE Page 1 of7 SECTION 03 �0 00 MODI�ICATIONS TO E�I�TING CQNCRETE STRUCTUItES PART 1- GEi�TERAI. 1.1 SUMMARY A. Section includes: Modifications to existing concrete structures, including: a. Manholes b. Junction boxes c. Vaults d. Retaining walls e. Wing and head walls f. Culverts 2. This section does nai include modifications to Reinforced Concrete Pipe. B. Deviatians from this City af Fort Worth Standard Specification 1. None. C. Related Speci�catian Sections iunclude, but are not necessarily limited to: 1. Division 0-- Bidciing Rec�uirements, Contract Forms and Conditions of t�e Contract 2. Divisian 1— General Requirements 1.Z PRYCE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the structure or Items being plaeed. 2. Payment a. The warlc performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed anci no oiher compensation will be allowed. 1.3 A. Reference Standards 1. Refereance standards cited in ti�is Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International {ASTM): a. A615, Deformed and Plain Billet-Steel Bars for Cancrete Reinforcement. b. C881, Standard 5pecification for Epoxy-Resin-Base Bonding Systems for Concrete. c. C882, Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Sheer. d. D570, Standard Test Metihod for Water Absorption of Plastics. CITY OF FORT WORTH �Va•tli Tarrand F.zpress Segmehr 3C 3TANDARD CONSTRUCTION SP�CiF1CATION �qCU[vI�NTS Utility �ssem6iy 356Y-U-0517 Revised Deeember 20, 2012 03 80 QO - 2 MOD[FICATTONS TO E347STING CpNCAEiE Page 2 of 7 e. D638, Stanc3ard Test Method for Tensile Properties of Plastics. £ D695, Standard Test Method for Compressive Properties aiRigid Plastics. g. D'732, Standard Test Method for Shear St�rength of Plastics by Punch Toal. h. D79Q, Standard Test Methods for Flexural Properties of Unreinforced and Reinforced PIastics and Elecirical Insulating Materials. B. �Ihere reference is made to 1 of the above standards, the revision in effect at the time of bid opening applie�, 1.4 ADMINISTRATIVE REQiJIREMENTS [NOT USED) 1.5 SYTBMITTAI,S A. Provide submittals in accordance with Section O 1 33 00. B. All submittals shall be approved by the Gity prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data I. Submit manufaeturer's Product Data on alI product brands proposed for use to the Engineer for review. 2. Include the manufacturer's installatinn and/or application instruciions. 1.�' CLOSEOUT SLTBMITTALS [N�T U�ED] L� N.iALNTENANCE MATERIAL Si.]BMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. When removing material� or portions of e�isting structures and when making openings in existing structures, take precautians and all erect all necessary barriers, shoring and bracing, and other protective devices to prevent dar�age to the structures beyond tlae lznaits necessary %r the new work, pratect personnel, control dust, and to pxevent damage to the structures or contents by falling or flying debris. B. Core sanitary set�trer manhale penetratians. 1.10 DELNERY, �TORAGE, AND H�NDLING A. Deliver the specified products in original, unopened containers with tlie manufacturer's name, labels, praduct identi�`icaiion, and batch numbers, S. Store and condition �he specified product as recammended by the manufacturer, 1.11 FIELD CONDITIONS [NOT USED] 1.1� WAI2RANTY [NOT USED] PART 2 - PRODUCTS �.1 OWiiTER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] C1TY QF �'OR� WbRTH Nw•th Tairaral Express Seg�nent 3C STANAARD CONSTRUCTI4N SPECIFICATION �DCUMENTS U�rlity Assembly 35W-U-a517 Ravised Decein6er 2D, 2012 03 80 00 - 3 MODIFICATIOTIS TO EXI5TING COIYCRETE Page 3 of 7 2.2 PR�DUCT TYPES AND MATERIALS A. Manufaeturers 1. In other Part 2 articles where titles below introduce lists, the following requirem�nts apply to product selection: a. Available Products 1) Subject to complianee with requirements, prac�ucts that may be inco�porated intn the Work include, but are not limited to, products specified. b. Available Manuiacturers 1} Subject to complisnce with requirements, manufacturers offering products that may be incorporated inta the Work include, but are not limited to, manufacturers specified. B. Ma�erials 1. General a. Comply with this Section and any state or local regulations. C. Steel Reinforcemeni 1. Reinforcing Bars a. ASTM A615, Grade 60, deformed. D. Epoxy Bonding Agent 1. A 2-componen�, solvent-free, asbestos-free, maisture-insensitive epoxy resin tnaterial used to bond plastic concrete to hardened concrete complying with the requirements of ASTM C881, Type V, and the additional requirements specz£�ied herein. 2. Properties of the cured material a. Compressi�e Strength {ASTM I3695) 1) 8,500 psi minimum at �8 days b. Tensile Strength (ASTM D63$) 1} 4,000 psi mini�num at 14 days c. �'lexural Strength (ASTM D790 - Modulus of Rupture) 1} 6,300 psi minimum at 14 days d. Shear Strength (AST'M D732) 1) S,OQO psi minimum at 14 days e. Water Absorption (ASTM D570 - 2 hour bo.il} 1) 1 percent maximum at 14 days £ Boa�d Strez�gth (ASTM C882) Hardened to Plastic 1) 1,500 psi minimum at 14 days moist cure g. Color 1) Gray h. Available Manufacturers: 1) Sika Corporation, Lyndhurst, New Jers�y - Sikadur 32, Hi-Mod 2) BASF, Cleveland, Ohio - Concresive 1438 E. Epoxy Paste 1. A 2-component, solvent-free, asbestos free, maisture insensitive epoxy resin material used to band dissimilar xnaterials to concrete such as setting railing pas.ts, dowels, anchor bnits, and all-threads into hardened can:crete and eamplying wiih CITY OF FORT WORTH NortJ� Tarrant Expt�ess 5egmerrl3C 5TANDARD CONSTRUCTION SPEGIFICATION DQGUM�NTS Utility Assemhly 35W-U-05I7 Revised December 20, 2D 12 03 80 00 - 4 MODIFICATIONS TO EXISTING CONCRETE Page 4 af 7 the requirements of ASTM C88I, Type I, Grade 3, and the additional re�uirernents speeiFied herein. 2. Properties of the cured material a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days b. Tensile Strength (A�TM D638): 3,000 psi minimum at 14 days. Elongation at Break - 0.3 percent minimum c. Flexural 5trength (A�TM D79a - Modulus of Rupture); 3,700 psi minimum at 1 �4 days d. Shear Strength (ASTM D732): 2,8d0 psi minitxaum af 14 daqs e, Watex Absozption (ASTM D570): 1.0 percent maxirnum at 7 days f. Bond Strength (ASTM C882): 2,000 psi at I4 days moist cure g. Colar: Concr�te grey �. Available Manufacturer� 1) Overhead Applications a) Sika Corporation, Lyndh�zrst, New Jersey - Sikadur 32, Hi-Mod LV b} BASF - Cancresive 1438 2) A11 Other Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur Hi-mad LV 31 b) BASF - Cancresiwe 1401 F. Re�air Mortars 1. Provide an asbestos free, maisture insensitive, polymer-modified, Portland cementbased cementitious trowel grade mortar far repairs on horizontal or vertical surfaces, a. Available Manufacturers 1} Sika Corpoaration, Lyndhurst Nevcr Jersey - SikaTop 122 2} BASF — Emaca Nanocrete R3 G. Pipe Penetration �ealants 1. 1 component polyurethane, extrudable swelling bentonite-free waterstop that is ehemically resistant, not soluhle in water and capable of withstanding we�ldry cycling. a. Available Manufacturers 1} Sika Corporation, Lyndkurst New Jersey — SikaSwell S-2 2} Approved equal 2.3 ACCESSORIES [NOT USED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 � EXECi1TIQN 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] C1T�' OF FORT WOATH Nortft Tarr•a�tt F�press Segmen� 3G STAAlDARD CONSTRUCTION SPECTF"TCATION DOCUMENTS Utility �Issembly 35YY-U-D517 FLevised December20, 2412 assaoo-s MODTFiCAT10NS TO EX�STING CONCRETE Page 5 af 7 3.3 PREPA�tATION A. General 1. Cut, repair, reuse, demolish, excavate or othez�wise modify parts of the existing strtkctures or appurtenances, as indieated an the Drawings, specified herein, or necessary ta permit completion ofthe Work. Finishes, joints, reinforcements, seala.nts, etc., are speeified in respective Sections. Comply with ather requirements of this of Seetion and as shown on the Drawings. 2. Store, mix, and apply a�l commereial products specified in tkus Section in strict compliance with the manufacturer's recommendations, 3. Make repairs irE all cases where conexete is repaired in the vicinity of an expansion joink or contral jaini to preservc the isolation between components on either side of the joint. 4. When drilling holes for dowelslholts at new nr existing concrete, stop drilling if rehar is encountered and relocate t�e hole to avoid rebar as approved by the Engineer. Do not cut rebar without prior approval by the Engineer. B. Concrete l�emoval 1. Remove concrete designated to be removed td specific lim'tts as showz� on the Drawings or directed hy the Engineer, by chipping, � ack-hammering, ar savv-cutting as appropriate in areas. where concrete is to be ta�Cen out. Do not jaekhammer sanitary sewer rn�anl�ole penetrations. Remove concrete in such a manner that surrounding concrete or existing reinforcing to be left in place and existing in plaee equipment is not damaged. 2. Where easisting reinforcing is exposed due to saw cuttinglcore drilling and no new material is fa be plaeed on the sawcut surface, apply a coating ar surface treatment of epoxy paste to the entire cut surface to a thickness of 1/4 inch. 3. In a11 cases where the joint bet�ureen new concrete or grout and existing eoncrete will be exposed in the iuushed work, except as otherwise shown or specified, provide a 1-inch deep saw cut on each exposed surface of the existing concrete at the edge of concrete rernoval. �. Rapair concrete speci�ied to be left in place that is damaged using approved means to the satisiactian of the Engineer, 5. The Engineer may fram time to tizn.e direct additional repairs to existing concrete. Make these repairs as specified or by such other methods as may be appropriate. C, Connection Surface Preparation 1. Prepare cannection surfaces as specified below for concrete areas requiring patching, repairs or modi�cations as shown on the Drawings, specz�ied herein, or as duected by the Engineer. 2. Rernove all deteriorated materials, dirt, oil, grease, anc� alj other bond inhibiting materials from the surface by �lry mechat�ical meaz�s, i,e., sandhlasting, grinding, etc., as approved by the Engineer. Be sure the areas ar� not less tlaaz� 112-inch in depth. Trregular vnids or surface stones need not be removed if they are sound, free of laitance, and firmly embedded into pa�rent conerete, subject to the Engineer's final inspection. CITY OF PORT WORTEI Nor11� Tarr•ant E�tpress 3egmertl 3C STANDARD GOAlSTRUCTION SPECIFICATIOiV DOCUMENTS Utility AssemUly 35W-tf-051 i Revised Dacember 20, 2012 a3 so ao - 6 MpDIFiCAT10NS TO EXISTING CONCRE7"E Page 6 oF7 3. If reinforcing steel is exposed, it nnust be cleaned by wire brush or other simiXax means to remove all contaazainants, rust, etc., as approved by the Engineer. If 112 of the diameter of #he reinforcing steel is expased, chip out behind the stec;l. Clup a minizx�uz�n. of 1 inch behind the steel. Do not Damage areinforcing tn be saved during the de�olition operation. 4. Clean reinforcing from existing demalis�aed concrete that is shown to be i�coiporated in ne�v cancrete by wire brush or other similar means to remave alI ioose material and products of corrosian before proceeding with the repair, Cut, bend, or lap to new r�inforcing as shown on the Drawings and provided with 1-inch minimum cover all around. 5. The foliowing are speciiic concrete surFace preparation "methods° to be used where ealled for on th� Drawings, specified kerein, or as directed by the Engineer. a. Methad A 1) After the existing concrete surface at connectian has been roughened and cleaned, thoroughly moisten the existing surface with water. 2) Brush on a 1/16-inch layer of cement and water mixed to the consistency of a heavy paste. 3) Immediately after application of cement paste, place new conerete or grout mixture as deiailed on the Drawings, b. Method B 1) After the eatisting concrete surfaee has been roughenad and cleaned, apply epoxy bonding agent at connection surface. 2) Camply strictly with the mazauiacturer's recommendations for the field preparation and application of the epoxy bonding agent. 3) Place new concrete ar grout mixturc to limits shown on the Drawings within time constraints recommended by the man.ufacturer to �nsure bond. c. Method C 1) Dri11 a hol� 1 f4 inch larger than the diameter of the dowel, 2) Slaw the hole clear of loose particles and dust just prinr to installing epoxy. First �ill the drilled hole with epoxy paste, then hutter the dowels/i�olts with paste then insert by tapping. 3) Unless otherwise shown on the Drawings, drill and set deformed bars to a depth of 1� bar diameters and smooth bars to a depth of 1S bar dzameters, 4) If nat noted an the Dravvings, the �ngineer will provide details regarding the size and spacin� oi dowels. d. Method D 1} Coznbination of Method B and C. 3A INSTALLATION [NOT USED] 3.� REPATR [NOT U$ED] 3.6 RE-INSTALLATION [NOT US�D] 3.7 FIELD QUALITY CONTROL [NaT USED] 3.8 SYSTEM STARTUP [N�T USED] 3.9 ADJUSTING [NOT USED] CITY OF FORT WORTH Nordla Tarrand Express Segane�ri 3C STANDAKD CONSTRUCTION SPECIFICty.7'iON DOCUMENTS Ulility.4ssembly 35W-IJ-f1377 Re�ised December 20, 2012 ossooa-7 MODIFTCATTON5 TO fiJCIS'['IidG CONCRETE Page 7 of 7 3.10 CLEANING [NOT USED] 3.11 CLOSEUUT ACTIVIT�ES [NOT USED] 3.1� PROTECTION [NOT USED] 3.13 MAINTEN.ANCE [NOT IISED] 3.14 ATTACHMENTS [NOT USED] END OF �ECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTI� Nor�lr Tarrant Express Segment 3C STANDARD CONSTRUCTION SP�C1E`ICATION DOCUMENT3 Utility �ssembly 35W-t1-0517 Revised Qe�ember 20, 20 ] 2 312500-1 EROSION AND SEDIMENT CdNTROL Page i of 4 1 2 3 PART 1 - GENERAL 4 �.1 SiTMMARY 5 A. Section TncIudes: 6 7 8 � SECTION 31 2� 00 EROSI�N AND SEDIMENT CONTROL 1. Implernentation of the project's Storm Water Pollution Prevention Plan (SWPPP) and installatian, maintenance, removal of erosion and sediment controls devices, and establishment of final stabilization. B. Deviatzons from this City of Fort Worth Standard Specification 1. None. 14 C. Related Specif'ication Sections include; hut are not necessarily limited to: 11 1. Divisian 0— Bidding Requzrements, Contract Forms and Conditions af the Coniract 12 2. Division 1— General Requireznents 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 1 S 1. Starm Water Pollution Prevention Plan <1 acre 16 a. Measurement 17 1) This Itern is considered subsidiary to the various Items bid. 18 b, Payment 19 1) The work perfflrtned and the materials furnished in accordance with this Item 20 are subsidiary to the �tructure or Items being bid and no ot�er compensation 21 witl be allowed. 22 23 24 25 26 27 28 29 30 31 32 33 34 2. Stonn Water Pollutior� Pre�ention Plaii > 1 acre a, Measurement for this Itern shall be by lump sum. b. Pay�ment I) T'he wozk perfoz�ned and the rnaterials furnish�d in accordanee with this Item shall be paid far at the lurnp sum price bid for "S WPPP > 1 aere"� c. The price bid shall include: 1) Preparation of SWP�P 2) Implementation 3) Permitting %es 4) Installation 5} Maintenanc� 6} Removal 7) Obtaining and/or complying with grading and/or fill permits, if required 8} Final stabilization 35 1.3 REFERENCES 36 A. Reference Standards 37 1. Reference standards cited in Yhis �pecificaiion refer to the current reference standard 38 published at the time of the latest revision date logged at the end of this 5pecification, 39 unless a date is specifically cited. CI'I'Y aF FORT WORTH Nor•1h Tarrant Express Segment 3C STANDAAb CONSTRUCTIDN SP�CIFICATION DOCUMENTS Ufilrty �ssefrrbly 33W-U-Oi17 RevisetE Apa-i] 29, 2Q21 3f2500-2 EROSIpN AND S�DIMLNT CONTROL Page 2 of 9 �0 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 2. ASTM Standard: a. ASTM D3786, Stanc3ard Test Method for Bursting 5trength of Textile Fabxies—Diap4iragm Bursting Strength Tester Method b. ASTM D4632, Stan.dard Test Methad for Grah Breaking Laad and Elongation oi Geotextiles c. ASTM D4751, Standard Test Method far Determining Apparent �pening Size of a Geotextile d. AST�I D4833, Standard Test Method for Index Puneture Resistane� of Geomembranes and Related Products 3. Te�as Commission on Environmental Quality (TCEQ) TPDES General Permit No. TXR150000 4. TxDOT Departmental Material Specifications (DMS) a. DMS�6230 "Temporary Sedirnent Conh•oZ Fence Fabric" 1.4 ADMINISTRATIVE REQIIIREMENTS [NOT USED] 1.� SUBMITTALS A. Starm Water Pollution Pravention Plan (S�VPPF) B, TCEQ Notice of Intent (NOn fox Storm Water Discharges Associated with Construction Activity under the TPDES General Permit C. Consiruction Site Notice D. TCEQ Notice of Termination (NO'I� for Storm Water Discharges Associated with Constructian Aetiviry under the TPDES General Permit E. Notice of Change (if applicable} F. Grading andlor fill permit, if requiured 63 1.6 ACTION SUBMITTALS/INFORM�TIONAL Si.TBMITTALS [NOT USED] 1.7 64 CLOSEOUT SUBMITTALS [NOT USED] 1,$ MAIlVTENANCE MATERIAL 65 SUSMITTALS [NOT USED] 1.9 QUALITY ASSUR�NCE [NOT USED] 1.1D DELIVERY, G6 STORAGE AND HANDLING [N�T USED] 1.11 FIELD jSITE] CONDITIONS iNOT 67 USED] 11� WARRANTY [NOT USED] 68 PART � - PRODUCTS 69 �a 71 '72 73 7�4 75 76 77 78 2.i OWNER-FURNISHED [nR] OWNER-SiTPPLIED PRODUCTS [NOT iISED] 2.2 PRODUCT TYPES AND MATERIALS A. Rack Filter Dams 1. Aggregate a. Furnish aggregate with hardness, dux•ability, cleanliness crumbling, flaking and eroding acceptable to the Engineer. b. Provide the following: 1} Types 1, 2 and 4 Roek Filter Dams a) Use 3 to 6 inch aggregate. 2) Type 3 Rack Filter Dams C1TY OF FORT WORTH STANDARD CDNSTRUGTION SPECIFICATION UOCUIVEENTS ltevised April 29, 2021 and resistance to Norlh Tarrant Express 5egment 3C Utility Assembly 35W� U-0517 312500-3 ER05IOI*I AND SEDIMEN'F CO]VTROL Page 3 of 9 79 80 81 82 83 84 85 86 87 88 $9 90 41 92 93 94 95 96 �7 98 99 100 101 102 103 104 IOS 106 107 a) Use 4 to 8 inch aggregate. 2. Wire a. Provide minimuln 24 gauge galvanized wire for t3�e st�el wire mesh and tie wires for Types 2 and 3 rock filter dams b. Type � dams require: 1) Double-twisted, hexagonal weave with a nominal mesh opening of 2%Z inches x 3 '/a inches 2} Minimwn 0,0866 ineh steel wire for nettivag 3) Minimum 0,1063 inch steel wire for selvages and corners 4) Minunum 0.0866 incb for bindin.g or tie wiare B. Geotextile Fabric 1. P1ace the aggregate over geotextile fabric meeting the following criteria: a. Tensile Strength of 250 pounds, per ASTM D4b32 b. Ptzucture Str�ngti� of 135 pounds, per E1STM D4833 c. Mullen Burst Rate of 420 psi, per ASTM D3786 d. Apparent Opening Siz� of No. 20 (max}, per ASTM D4751 C. Stabilized Construction Entrances Provide materials that meet the details show� on the Darawings and this Section. a. Provide crushed aggregate far long and short-tez�ra oonstruction exits. b. �'urnisb. aggregate� that are clean, hard, durable and free from adherent coatings such as salt, alkali, dirt, clay, loam, shale, soft or flaky mat�rials and arganic and injuriaus matter. c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. d. The aggregate shall be placed over a geotextile fabric� meeting the following criteria: 1) Tensile �trength of 3a0 pounds, per ASTM D4632 2) Puncture Strength of 120 pounds, per ASTM D4833 3) Mullen Burst Rate of 604 psi, per ASTM D3785 4) Apparent Openi7ng Size of No. 40 (max), per �STM D4751 D. Embankment iar Erosion Control ] 08 1. Provide rock, loam, clay, topsoil or other earth materials that will farm a stalale I09 embanlunent to meei the intended use. E. Sandbags 1 I O 1. Provide sandbag material of polyprapylene, polyethylene or polyamide woven fabric 131 with a minimum unit weight of 4 ounces per square yard, a Mullen burststrength 112 exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. 113 2. Use natural coarse sand or manufactured sand rneet.ing the gradatian given in Table 114 1 to fill sandlaags. 115 iib 117 118 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 ta 8 inches thick. Table 1 Sand Gradatio� Sie�e # Maximum Retained (% by Weight} 4 3 pexcent 100 80 percent CITY OF F�RT WORTH STANDARD CONSTRUCTION SAECIFICATION DOCUMENTS Revised April 29, 2021 Nay71� Tarr�anr Lxpre.�s Seg�nerr� 3C U�ility Assembl�y 35GY-rl-O57 i 312504-4 ERQSION AND SEDIMENTCONTROL Page 4 of 9 119 120 i21 122 123 124 125 126 127 128 129 l3� 131 132 133 134 13S 13fi 137 138 200 95 percent �'. Temporary Sedimeni Control Fence 1. Provide a net-reinfarced fence using wc�ven geo-textile fabric. 2. Logos visible to the traveling public will not be allowed. a. Fa�ric 1) Pravide fabric materials in accardanc� with DMS-b23Q, "Tempoeary Sedi»�ent Control Fence �'abric." b. Posts 1) Provide essentially straight woad or steel posts with a minimum length of 48 inches, unless othervvise show� on the Drawings. 2} Soft wood pasts must be at least 3 inches in diameter or naminal2 x 4 inoh 3} Hardwoad posts must have a miuimum cross-section of 1-ll2 x 1-112 inch 4) T- ar L-shaped steel posts must have a minimum weight of 1.3 pounds per faot. c. Net Reinfarcement I) Provid� net rcinforcement of at least 12-1/2 gauge galvanized welded wire znesh, with a maximum opening size of 2 x 4 zz�ch, at least 24 inehes wid�, unless otherwise shown on the Drawi�gs. d. Staples 1) Provide staples with a crown at least 3J4 inch wide and legs 1/2 inch long. 2.3 ACCESSORTES �NOT USEDj 2.�4 SOURCE QU.ALITY CONTROL [NOT USED] 139 PART 3 - EXECUTION 140 I�1 142 143 144 145 146 147 I4$ 149 150 151 3.1 INSTALLERS [NOT IISED] 3.� EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.41NST,ALLATION A. Storm Water Pollutian Prevention Plan I. Deveiop and implement the px�oject's Storm Water Pollution Fre�ention Plan (SWPPP) in aecordance with the TPDES Construetian General Permit T�R150000 requirements. Preven� vvater pollution from storm water runoff by using and maintaini_ng appropriate structural and nonstructural BMPs to reduce pollutants discharges to the MS4 from the constzuction site. B. Contral Measures 1. Impl�ment control �neasures in the area to he disturbed bef�re begi�uv.ng construction, or as directed. Limit the disturbance to ihe area shown on the Drawings or as directed. 152 2. Control site waste such as discarded building materials, concrete truck washout 153 vc�ater, chemical�, litter and sanitaty waste at the construction site. 1 S4 3. If, in the opinion of th� Engineer, the Contractor cannot con�rol snil �ro�ion and 155 sedimentation resulting from c�ox�struction operations, the Engineer will limit the 156 disturbed area to that which the Contractor is able to control. I57 4. Immediately correct ineifectiva control measurea. Irnplement additaanal contrals as i 58 d'u-ected. Remove exca�ated material within the time requirements speeified in the 159 appIicable starm water p�rmit. CITY OF FORT WDRTH Nor1h Tarrant Eapr•ess Segmeal3C 5TANDARD CONSTRUCZ'IpN SPBCIPLCATION DOCUME3�lTS Utrlity Assembly 35W-U-0517 Revised Aprii 29, 2021 31250Q-5 EROSIdN AND SEDIMENT CQNTRpT. Page 5 of 9 160 161 162 163 164 I65 166 167 168 169 l70 171 172 173 174 175 176 1�� 178 179 180 181 182 183 184 185 185 187 I88 5. LTpon acceptance of vegetative cover by the City, remove and dispose of alI temporary control measures, temporazy ezz�baz�ents, bridges, rnatting, falsework, piling, debris, ar other obstructions placed during. construetion that are not a part oi thc finished �ork, or as direcied. C. Do nat locate disposal areas, stockpiles, or haul roads in any wetland, water body, or streambed. D. Do not install temporary construction crossings in ar across any water body without the prior approval of the appropriaie resource agency and the Engineer. E. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an approved location. Keep paints, chemicals, solvents, and fertilizers off bare ground and provide shelter for stored chemicals. F. Installation and Maintenance l. Perfarm work in accardance with the TPDES Construction General �ennit TXR150000. 2 3. 4. S When approved, sediments may be disposed of within enabanlcn�ents, or in area,s where the material wi31 not contribute to further siltation and when appropriate stabilization is provided. Dispose of removed material in accordance with federaj, state, and local regulations. Remove devices apon appraval ar when directed. a. Upon removal, finish-�rade and dress the area. b. �tabilize disturbed areas in accordance with the per�x�.it, and as shown on the Drawings or directed. The Cantractor retains awnership of stockpiled m�aterial and must remove it from th� project when new installations ar replacements are na longer required. G. Rock F�lter Dams for Erosion Control 1. Remove trees, brush, stumps and other objectionable material that may interfere with the construction of roek iilter dams. 2. Place sandi�ags as a foundation when required or at the Contractor's option. 3. For Types 1., 2, 3, and 5, place the aggregate to the lines, height, and slopes specified, without undue voids. crr�r aF �ox�r woxT� STANDARD CDNSTRUCTIpN SPECIF'ICATION DpGUMENTS Revised Apri129, 2021 Norlh Tarrarrt E.xpress Segmenl 3C Utiliiy Rsse�nbly 35GY U 0517 312500-6 EROSION ANi7 S�DIiVIEi+{T COIVTROL Page 6 of 4 189 4. For Types 2 and 3, ptace the aggregate on the mesh aud tk�en folc� the mesh at the 190 upstream side aver the aggregate and secure it tn itsel�' on the downstream side �vith 191 wire ties, or hog rings, or as directed. l92 5. Place rock filter dams perpendicular to the f�ow of the stream ar channel unless 193 o�erwise directed. 194 195 196 197 I98 199 200 201 242 2�3 204 205 206 207 208 209 210 211 212 213 214 215 216 2l7 218 219 220 221 222 223 224 6. Construct filter dams according to the following criteria, unless otherwise shown on tY�e Drawings: a. Type 1 {Non-reinforced) 1} Height - At least 18 inches measured vertically from existing ground to top af iilter dam 2) Top Width - At least 2 feet 3) Slop�s - At most 2:1 b. 'I'ype 2 (Reinforced} 1) Height - At least 18 inches measured vertically from existing ground to top of filter darn 2) Top Width - At least 2 feet 3) Slopes - At most 2:1 a Type 3 {Reinforced) 1) Heighi - At least 36 inches measured vertically from e�cisting ground to top of filter dam 2} Top Width - A� least 2 feet 3) Slopes - At m�st 2:1 d. Typ� 4 (Sack Gabions) 1) Unfold sack gabions and smooth out kinks and bends. 2) For vertical �Iling, connect the sides by lacing in a single loop--double loop pattern on 4- to S-inches spacing. At 1 end, pull the end lacing rod until iight, wrap around the end, and twist 4 times. At the filling end, iill witn stone, pull the rod tight, cut the wire with approacimately 6 inches remaining, and tvc+ist wires 4 times. 3} For horizontal fliing, place sack flat in a filling �raugh, iill vvi� sione, and coannect sides and secure ends as descrihed above. 4} Lift and place without damaging tl�e gahion. 5) Shape sack gabions to existing contours. e. Type 5 1) Frovide rock iilter dams as shown on tlie Drawings. H. Construction Entrances 22S 1. When tracking conditions exist, prevent traffic from crossing or exiting the 226 constructian site or moving directly onto a public roadway, alley, sidewalk, parking 227 area, or other right of way areas other than at the location of consiruction entrances. 228 2. P1ace the exit over a foundation course, if necessary. 229 a. Grade the foundation course or compacted subgrade to direct ntnoff from the 230 const�uctian exiis to a sediment trap as shown on the Drawings ar as ci�rected. 231 3. At drive approaches, make sure the construction entrance is the full width of the drive 232 and mee�s the length shown on the Drawings. CITY OF FORT WdRTH Nwlh Tarrmrt Express Segmenl3C STAN�A.RD CONSTRUCITQN SPECTFICA7'ION DdCUMENTS Utitity Assembly 35W'-U-0517 Revised April 29, 2021 312500-7 �ROSION ANA S�DIM�NT CONTI20L Page 7 of 9 233 234 235 236 237 238 239 240 241 242 243 2�4 245 245 247 248 249 250 25I 252 253 254 255 256 257 258 259 260 26i ��z 263 264 265 266 267 268 269 270 271 272 273 2'14 275 276 a. The width shall be at least 14 feet for 1-way and 24 feet for 2-way traffic for alI other poiz�ts of ingress or egress or as directed �y the Engineer. I. Earthv�+ork far Erosion Control 1, Perfortn excavation and embankmeni operations �a minimize erosion and to remove collected sediments from other erosian control devices. a. Excavation and Embaukment for Erosion Controi Measures 1) Place earth dikes, swales or combinations of bath alang the law crown of daily lift placement, ox as dire�ted, to prevent runaff spillover. 2} Place swales and dikes at other locatio�s as shown on the Drawings or as directed to prevent runo�f' spillover or to divert runofF. 3} Construct cuts with the low' end block�d with undisiurbed earth to prevent erosi.on of hillsides. 4} Construci sediment traps at drainage structures in conjunction with other erosion control measures as shown an the Drawings ar as directed. 5} Where required, create a sediment basin praviding 3,b00 cubic feet of storage per acre drained, or equivalent contral measures for drainage locatians that sez-ve an area wit�i 10 or more disturl�ed acres at 1 time, not incIuding offsite areas. b. Excavation of Sadiment and Debris 1) R�move sedim�nt and debris when accumulation affects the performance of the devices, after a rain, and when directed. 2) Remove sediment from sedirnent traps and sedimentation ponds no Iater than the time that design capacity has been reduced by SO°/o, ]. Sandbags for Erosian Control 1, Construct a berm or dam of sandbags that will intercept sediment-laden storna watex runoff from disturbed areas, create a retention pond, detain sediment and release water in s�eet flow. 2. Fill each ba� with sand so that at least the top 6 inch�s of the bag is unfilled to allow for proper tying of the open e�d. 3. Place tke sandbags with tbeir tied ends in the same direction. 4. Offset subsequent rows of sandbags 1/2 the Iengtb. of the preceding row. S. Plaee a single layer of sandba.gs downstreana as a secondary debris trap. 6, Place additional sandbags as necessary or as directed for supplementary support to ber�s or dazz�.s of sandba,gs or earth. K. Texnporary Sediment-Control Fence 1, Pravide temporary sediment-control fence near the dov�rnstream perimeter of a disturbed area to intercept sedirnent fram sheet flovv. 2. Incarporate the fence znto erasion-controI measures used fo contral sediment in areas o� laigher f�ow. Iz�.stall t}�e fen.ce as shown on tt�e Dravwings, as specified in this Section, or as directed by the Engineer or City representative. a. Post Ix�stallation 1} Embed posts at least 1$ inches deep, or adequately anchor, if in rock, with a spacing of 6 to 8 feet and install on a slight angle toward the run-off source, b. �'abric Anchoring 1) Dig trenches alang the uphill side of the fence to anchor 6 tfl 8 inches of fabric. CITX OF FORT WORTH STANDARD CONSTRUCTIQN SP�CiFICATTON DOGUMENTS Revised April 29, 2p2I North Pai rant Expi•ess Segment 3C Utilicy Assembly �SW-U-0517 3125Q0-8 GRQSION AND SEDIMENT CQNTROL Page 8 of 9 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 29S 296 297 298 2} Provide a minirnum trench cross-section of 6 x 6 inches 3) Place the fabric against the side of the trench and align approximately 2 iuches of fabric alang �e bottom in the upstream direction. 4) Backfill the trench, then h;and-tamp. c. Fabric and Net Reinforcement Attaehment 1) Unless otherwise shov�+n under the Drawings, attach the reinforcement to wooden posts with staples, or to steel posts with T-clips, in at least �4 places equally spaced. 2} Sewn vertical pockets may be used to attach reinforcement to end posts, 3} Fasten the fabric to the top strand of reinfarcement by hog rings or cord every 15 inches or less. d. F'abric and Net Splices 1) Laeate splices at a fence post with a minimu�z lap of 6 inches attached in at least b places equally spaced, uz�.less otberv�ise shown under the Drawings. a} Do not locafe splices in concentrat�d flow areas. 2) Requirements for installation of used temparary sediment-control fe$ce include the following: a) Fabric with minimal ar no visible signs of biodegrada#,ion (weak fibers) b) Fabric without excessive patching {mare than 1 patch every 1S to 20 feet) c) Posts withaut bends ' d) Backing without holes 299 3.� REPAIR/RESTORATION [NaT USED] 3.G RE-INSTALLATION [NOT USED] 3.7 340 FIELD (oR] SITE QUALITY CUNTROL [NOT USED] 3.$ SYSTEM STARTUP [NOT 301 USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING 302 A. Was:te Managezxient 303 1. Remove sediment, debris and litter as needed. 304 3.11 CLOSEOUT ACTIVITIES 305 A. Erosion control zneasuxes remain in place and are maintaiued uz�til aIl soil disturbiwg 306 activitias a� the project site have been co�pleted. 307 B. Establish a uniform vegetative cover with a density of 7d percent on all unpaved areas, 308 on areas not covered by permanent structures, or in areas where permanent ez-osion 3Q9 control m�as��res (i:a. riprap, gabions, or geotextiles} have been employed. 310 C. Once vegetative cover is achieved, the contractor shall remove all temparary control 311 ineasures, before fnial project acceptance. It is. the contractor's responsibility to remave 312 all temporary control measures, unless transfer of maintenanee and subsequent removal 313 is transferred to another entity in writing. 3 I4 315 D. Upon achievement of final stabilization, subznit NOT to TCEQ, az�d �rovide a copy of the NOT to the City of Fort Worth"s Environmental Quality Division, if required. 3 l 6 E. Complete and subrnit a Final Grading Certiiicate ta Developmeni Services, if required. cY� a� FoxT woxTH ST�LNDARD CQNSTRUC7'LON SPECIFICATION DOCUMEHTS Revised April 29, 2021 North 7'art•ant �'spress Seg�peytl3C U1ility Assembly 35W-U-nSl7 3E2500-9 EROSION AND SEDIMENT CONTROL Paga 4 of 9 317 3.1� PROTECTION [NOT U�ED] 3.13 MAINTENANCE 318 A. Install and maintain the i.ntegri#y of texnporary erosion and sedimentation conirol devices 319 ta accumulate silt and debris until earthwork consiruction and permanent erosion contral 320 features are in place ar the disturbed area has been adequateIy stabilized as determined 321 by t�e Engineer. 322 B. If a device ceases to functioz� as inte�ded, repa�r ox replace the device or portions thereof 323 as necessary. 324 C. Perfarm inspections of the construction site as prescribed in the Construction General 325 Permit TXR15000fl. 326 D. Recards of inspections and madifications based ou the results of i�spections must be 327 maintained and available in accordance with the perar;it. 328 3.14 ATTACHMENTS [NOT iTSEDj 329 330 END OF SECTION Revision Log DATE NAME SUIvIMARY OF CHANGE April 29, 2021 M Qwen 1.1 A. l. Ftevised language re: what aection includes, 1.2 A. 2, c, C.larified items included in price, 1.5 Added items ta list af submittals, 2.2Re�ised language under product typeshnaterials, 3.4 I�e�ised language under "Tnstallation", and 3.11 C. Added Ianguage to clarify responsibility to remove temporary protection device and emphasize clearing of ROW 331 C1TY OF FORT WORTH North Tarrant Expi•ess Se,gmei¢t 3C STANDARD C�NSTRUCTIQN SPECIFICATIOA' IlOCUMENT5 Uiility Assembly 3SW-U-0517 Revised Apri129, 2Q21 320129-1 CONCRETE PAVING REPAIR Page 1 of 4 I 1 2 I 3 SECTION 32 Ol 29 CONCRETE PAVING REPAIlt „ � PART1� GENERAL 5 1.1 �UMMARY 6 7 8 9 Io ri 1Z 13 1� I 15 16 S7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 41 A. Seciion includes: 1. Concrete payement repair to include, but not limited to: a. Utility cuts (water, sanitary sewer, drainage, etc.} b. Warranty work c. Repairs of damage caused by Contractnr d. Any oth�r concrete pavement repair needed during the caurse of construction B. Deviaiions from this City of Fort Worth Standard Speeification 1. Non�. C. Related Specifieatian Sections include, but are not necess.arily limited to: . _ - . . , -� ' Division 1 - General Requirements — _ � _ _ � _ Section 32 13 13 � Concrete Paving Sectian 33 OS 10 - Utility Trench Excavation, Embednaent and Backf'ill L2 PRICE A1�ID PAYMENT PROCEDURES� r,�•� r - �� ___! A. Measurement and Payment 1. Concrete Pavement _ - s..7-- .� � - - .� y ....r. _ ,._ - � �.-... ., . � ,. � _ �_....._� - .�� -- � - -- � - - - ,.� ---- _ _ �., - - - - �, ,- , -.�-�e�r - �ka = i�...�� - -- — - - - - , , --� � �'�a�e-e��e - 'r�-�e� --�ai�e�-t� � - � ;��" - �_ - - - �s�eas�a�-as-� �5�]y�,� _ CITY OF FORT WORTH 5TANDARD CO3�35TRUCTION SPECIFiCATI03@ DOCUMENTS Revised Apri120, 2�21 Narrlr Turrant �'apress Se�-men13C Utility Assembfy 35W-U-4517 32 O1 29 - 2 CONGRETE PAVII�G REPAIR Page 2 of4 I 2 3 4 5 6 7 8 9 10 11 IZ 13 14 15 16 17 �:a. The price bid shall inelnde: 1} Shaping and fine grading the placement area 2} Furnishing and applying all wats;r required 3} Fuz�ishi.z�g, loading and unloading, staring, hauling and handling all cancrete 4} �urnishing, loading and unloading, storing, hauling and handling aII bas�e materisl 5) Mixing, placing, finishing and curing alI concrete 6) �urnis%irig and installing xeinforcing steel 7) Furnishing all maieriais and placing longitudinal, warping, expansion and contraction joints, including alI steel dowels, dowel caps and Ioad transmissian units required, wire and devices for placing, holding and supporting the stEel bar, load transmission units, and joint filler in the proper position; for eoating steel hars where required by the Drawings 8) Sea1'tng joints 9) Monolithically poured curb 10) Cleanup 18 1.3 REFERENCES [NOT USEDI 19 1.4 ADMIiVISTRATIVE REQUIREMENTS 2Q A. Permitting Z1 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 22 and Public Works Department in conformance with current ardinances. 23 2. Transportation and Public Works Department will inspect paving repair after 24 construction. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSIINFORMATIONAL �UBIVIITTALS 27 28 A. Concrete Mix Design: submit for appraval in accordance with �ectinn 32 13 13. 1.'� CLQSEOUT SiJBMITTALS [NOT USED] 29 I.8 MAINTENANCE MATERIAL SUBMITTALS {NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND ITANDLING [NOT USED] 32 l,ll FIELD CONDITIONS 33 A. Weather Canditions; Place concrete as specified in Seetian 32 13 13. CITY OF FOK7' WORTH Norlia Tari'ant Eapress Segment 3C STANDARD CONSTRUCTION SPECIFICATION DaCUMENTS Ulility Assem8ly 354V-U-0517 Revised Apri120, 2021 320129-3 CONCRETE PAVIN(} REPAIR Page 3 of 4 �� i 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 �.1 OWNER-FURNISHED PRODUCTS INOT USED] 4 2.2 MATERIALS A. Embedment and Backfill: see Section 33 QS 10. B. Base material: Concrete base: see Section 32 13 13. G Cancrete: see Sectian 32 13 13. 1. Concrete paving: Class H or Class HES. 2. Replace concrete to the specified tluckness. 2.3 ACCESSORIES [NOT USED] 2.4 SOi7RCE QUALITY CONTROL [NOT USED] 5 6 7 8 9 10 11 12 PART 3 - EXECUTION 13 3.1 Il�l'5TALLERS [NOT USED] 14 3.2 EXAMINATION jNOT IISED] 3.3 PREP�RATION 1S A. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge of one repair to the edge of a second repair. B. If the cut is to be covered, use steel plates of suf�czent strength and thickness to support traffic. I. Construct a transition of hot-mix or cold-mix asphalt from the tap o� the steel plate to the existing pavemeni to create a smooth riding surf'ace. a. Hot-miuc or cold-mix asphalt " " - - - - " � . C. Surface Preparatian: mark pavenaent cut repairs for approval by the City. 3.� Il�TSTALLATION 16 17 18 19 20 21 I 22 23 24 A. Sawing 1. General a. Saw cut perpendicular to the surface to full pavement dept�. b. Saw eut the edges of pavement and appurt�nances damaged subsequent to sawing to remove danaaged aireas. c. Such saw cuts sha11 be parallei to the original saw cut and to neat straight lines. 2. Sawing equipm.ent a. Povver-driven b. Manufactured for the purpose of sawing pavement c. In good operating condition d. Shall not spall or facture concrete adjaeen:t to the repair area 25 26 27 28 29 3n 31 32 33 34 35 GITY qF �'ORT WORTH STANDARD CONSTRUCTION 5PECIFICATION DOCiTME1�T5 Revised Aptil 20, 2021 Norlh 7'arrant Express Segment 3C Utility �4ssembly 35W-U-0517 320129-4 CONC1tE'I'E PAVING 1�PAIR Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 12 1� 14 15 16 17 I8 19 20 21 22 23 za. 3. Repairs: In tzue and straight lines to dimensians shawn an the Drawings 4. Utility Cuts a. In a true and straight line an both sides of the tz-ench b. Minimum of 12 inches outside the trench walls 5. Prevent dust and residues from sawing from entering the atmosphere or drainage facilities. B. Remaval 1, Use care in removing concrete to be repaired to prevent spal�ing ar fracturing conerete adjacent to the repair area. C. Base: as specifxed in Drawir�,gs D. Concz-ete Paving L Conerete placement: in accordance with Seetian 32 13 13, 2. ReinfQrce concrete replacement: as s�ecified in Drawings 3.� REPAIR/RESTORATION [NOT USED] 3.6 REWINSTALLATION [NOT USED] 3.'� FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING jNOT USED] 3.10 CLEANING [NOT U�ED] 311 CLOSEOU`T ACTIVITIES �NOT U�SEDJ 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] ENn oF sECT1oN R��s�pn �,o� DATE NAME SUMMARY O�' CHANGE 1.2.A — Madified ICems to ba included in priee bid; Added blue text for clarification 12/20/2012 D, .fohnson of repair width on utility trench re�air 2.Z.C.1— Changed to Class F to Class ET 25 CITY O� PORT WQRTH STANDARD CDIVSTRLICTION SPECIF[CATION DOCUME3VT5 Revised Aprik 20, 2021 Nor•[h Tarrand Express Segmertl3C Uiility Ass.embly .�SW-U-QSI7 321313-I CONCRETE PAVING Page 1 oF21 � i . 1 2 3 PART1� GENERAL SECTIOI�T 32 13 13 CONCR�TE PAVING 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of po��tiand cement concrete including 7 monolit�ically poured curb on the prepared subgrade ar other base course. S B. Deviations frorn ihis City of For� Worth Standard Specification 9 1. None. ia I 1I 12 13 � 14 15 16 17 18 19 2Q zi 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 4� 41 C. Related Specification Sections include, but are r►ot necessarily iimited ta: S— _. i�� - n f . DFvision l � General Requirements Section 32 O1 29 - Concrete Paving Repair ^4 . - '. � . ..Ti' �--iT_ ,Dt[..rx�.:.• 1.� PRICE AND PAYMEIVT PROCEDURES f ivuT USEll -- SUSSIDIARY TO 1� l'liv► �'e'N i��, HlL I`1'r v��'l 0 A. Measurernent � , -„ � - _ �ti-�s--�; � . �-r�a�s: � ' �� Ti,',.1,.,,...n.,�. -�� . — �:�€ _ .��. ., .�,,,:.,.:�.a�,,�-.�;;...+,....:..i„ �,...,:..i...a : ,,..,a...,..,,, .:,�, ��,:� i�,,.., . ,:ii �.. � � _ _ _ ..._ � _. .. �• w�.. �-:�£-�-�e�e#�-Rs+�•�:,,�,,..f The pr�ce bid shall include: a. Shaping and �ne grading the placement area b. Furnishing and applying all water r�quired c. Furnishing, loading and unloading, storing, haul.ing and handling all concrete ingred'tents including all fi•eight and royalty rnvolved d. Mixing, placing, finishing and curing all cancrete e. Furnishing and installing �11 reinfarcing steel f. Furnishing all materials and placing longrtudinal, warping, expansion, and contraction joints, including al1 steel dowels, dawel caps and load t��ansmission units reyuired, wire and de�ices for placing, holding and supporting the steel bar, load transmission units, and joint �ller material in the propsr position; for coatir►g steel bars whea�e requirec� by the Drawings g. Sealing joints h. Monolifhically poured cucb i. Cleanup CI7'Y OF FORT WORTH S'I'ANbARIJ CONSTRUCTION SPECIFICAI'ION I]OCUMENTS Revised April 20, 2021 Norlh Taf•r qn! Expr•ess Seg�iren! 3C UiiJity Assein6ly 35W-U-0517 321313-2 COI�ICKET� YA'4�IhIG Yage 2 oF21 1.3 REFERENCES 2 3 4 5 6 7 8 9 ia 11 12 t3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 A. Reference Standards 1. Reference standards cited in this speci�catian r�fer to the current ref@r�nce standard published at the time of fhe latest revision date logged at the end of this specification, unless a date is speci�cally cited. 2. ASTM International {ASTM}: a. A615fA615M, Defarmed and Plain Bi11et�S�ee1 Bars for Concreie Reinfoa•cement b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field c. C33, Concrete Aggregat�s d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 5pecimens e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concr�te £ C9�IC9�M, Standard Specificatio��s far Ready-Mixed Concrete g. C 1 S0, Portland Ceinent h. C 156, Water Retention by Cancrete Curing Materials i. C 172, Standard Practice for Sampling Freshly Mixed Concrete j. C2b0, Air Enh•aining Admixtures for Cano�•ete k. C309, Liquid Membrane-�orming Compounds for Curing Concrete, Type 2 1. C494, Chemical Admixtures far Concrete, Typ�s "A", "D", "F" and "G" m. C6I 8, Caal Fly Ash and Raw ar Caleined Natural Po�zolar► for use as a Min�ral Admixture in Concrete n. C$81, Standard �pecification for Epoxy-Resin-Base Bonding Syste�ns far Cancrete o. C 1 OG4, Standard Test Method for Temperature af Freshly Mixed Hydraulic- Cement Concrete p. G 1602, Standard Sp�cification for Mixing Water Used in ihe Pj•oduetian of Hydraulic C.emenf Concrete. q. D698, Laboratoiy Compaction Gharacteristics �f Soil Using Standard Effort (12,400 ft-lbf/ft3) 3. American Concrete Institute {ACI): a. ACI 305.1-�G Speci�ication for Hot Weather Cancreting b. ACI 306.1-90, Standard Specifcation for Cold Weather Goncreting c. ACI 31 S 37 1.4 ADNIINI�TRATIVE REQUIREMENTS [NOT USED] �S 1.5 SUBMITTALS [NOT USED� 39 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS 40 A. Mix Design: submit for appt•oval. See Item 2.4.A. C1TY pF FORT WORTH North Tart�ar�t Expr•ess 5sgr�errt 3C 3TANDARD CONSTRUCTION SPEC[FiCAT[ON IlOCUMENT3 Ulrlrly.4ssenrbly 35W-U-D5I7 Etevised Apri! 20, 2021 32 13 13-3 CONCRETE PAVING Page 3 of 21 1 1.'i CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 NIAINTE�IAIrICE MATERYAL SUBNIITTALS [NOT USED] 3 1.9 QUALITY ASSURAIiCE [NDT USEDJ 4 1.10 DEL�VERY, STORAGE, AND HA1VllLING [IrTOT i]SED]. 5 1.11 FIELD CONDITIONS b 7 S 9 10 ll 12 l3 14 15 16 17 18 19 20 21 A. Weather Conditions 1. Place concrete when concrete temperature is between 4p and l00 degrees wh�n �neasured in accardance with ASTM C l 064 at point nf placernent. 2. Hot Weather Concreting a. Take unmediate corrective action or cease paving when the ambient tempecature exceeds 95 degrees. b. Concrete paving operations sha11 be appro�ed by the City when the concrete tempe�•ature exceeds l00 degrees. See Standard �pecification for Hat Weather Cancreting (ACI 3U5.1-06). 3. Cold Weather Concreting a. Do not place when ambient temp in shade is belo�v 40 d�grees and falling. Concrete rnay be placed when anabient temp is abave 35 degrees and rising ar above 4Q degrees. b. Concrete par+ing operations shall be approved by the City whsn ambient temperahire is below 40 degrees. Sae Staudard Specifica#ion for Cold Weather CQncreting (r�►CI 306.1-90}. 22 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 23 pavement in natural light, ar as directed by the City. 2� 1.1� WARRANTY [NOT USED] 25 PART 2 - PRODIICTS 26 27 28 29 30 31 32 33 34 35 36 37 38 2.1 OWNER-FURNISHED PRODUCTS [NOT U�ED] 2.2 MATERIALS A. Cementi#ious Material: ASTM C150. B, Aggregates: ASTM C33. C. Water: ASTM C 1602. D. Admixtures: W�en admiz�tures ara used, conform to the approp.riate specification: 1. Air-Enh•aining Admixtures for Concrete: ASTM C260. 2. Chemical Admixtures for Conc��ete: ASTM C494, Types "A", "D'°, "F" and "G." 3. Fly A�h a. Coal Fly Ash and Raw ar Calcined Natural Fozzolan for Use in Concrete: A�TM C61 S. b. Fly ash may be substituted at one poUnd per paund of cement up to 2S% of the specified cement content when such batch design is approved by the Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIQN DOCUMENTS Ra�isad April 20, 2021 Na�th Taerar+! Bxp1•ess 3egment 3C Utility �Isseurhly 35[W U-D517 �Zi� ia-� CONCRETE PAVING Page 4 of 21 0 2 3 � 5 6 7 8 9 ia 11 12 i� I4 E.. St�el Reinforcennent: ASTM Ab 1 S. F. Steel Wire Reinforcement: Not used for concrete pavement, G. Dowels and Tie Bars I. D�wel and tie bars: ASTM A615. 2. Dowel Caps a, Provide dawel ca�s with enough range af mavennent to al�aw co�nplete clasure of the expansion joint. b. Caps for dawel bars shall be of the length shown on the Da�awings and sh�ll have an internal diameter sufficient to permit the cap to freely slip over the bar. a In no case shall the intei�nal diameter exceed the bar diameter by more 1/8 inch, and one end of the cap shall be rightly closed. 3. Epoxy far powel and Tie Bars: ASTM C8$ l. a.. See fallowing table for approved producers of epoxies and adhesives Pre-Qualified Producers of �poxies and Adhesives Product Nan ie Produaer Concresive 1420 BAS�' HTE-SO Hilti T 308 -� Powers Fasteners P � ] 000+ Powers Fasteners G6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poacy-300 Fast Tu6e llnitex Shep-Paxy TxIII CMC Construction Serv�ces Ultrahond 1300 Tubes Adhesives Teohnology U[trabone 2300 N.S. A-22-230� Adhesives Technology Slow Set Dynapoxy EP-43Q Pecara Corp, EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000F5 SpecChem 15 Ib 17 18 l9 20 21 22 23 2�} b. Epoxy Use, StoragE and Handling 1) Package components in �irtight containers and protect from light and moisture. 2) Include detailed instructions for the applicatian of the material and all safety information and warnings regarding contact with th� components. 3) Epoxy label �•eyuirements a) Resin or hardener components b) Brand name c) Name of manufacturer GITY QF FORT WORTH STAI�DARD CONSTRUCTION SPECIFICA'i[ON DOCUMENTS Revised April20, 2021 Nos•th Tara�anl Express Segment 3C Urilil�r Assembly 35W-U-05I7 321313-5 COTJCRETE PAVINC Page S of 21 l 2 3 4 5 b 7 8 9 ro li 12 13 1 �4 1S 16 17 18 19 20 21 22 23 24 25 2b 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 �4I 42 43 44 45 1. Joint �ller is the material placed in conci•ete pave�nent and concrete structures to allow for the expansian and contraction of the cancrete. 2. Wood Baards: Used as jaint filler for concrete pa�ing. a. Boards foi° expansion joint fil�er shall be af the requ.ired size, shape and type indicated on the Drawings ar required in the specificatians. 1} Boards shall be af selected stock of redwood ot cypress. The boards shall be sound heartwaod and shall be free from �apwood,lrnots, clustered birdseyes, chec�Cs and splits. 2) Joint filler, boar+ds, shall be smooth, flat and straight throughout, ac�d shall be sufficiently rigid to peimit ease of instaljation. 3) Boards shall be fui�nished in lengths equal to the width between langitudinal joints, and may be furnished in strips ar scored sheet of the required shape. 3. Dimensions. The thickness of the expansion joi�rt �11er shail be shown on the Drawings; the widtii shall be raot less than that shown an the Drawings, providing far the top seal space. 4. Rejection. Expansion joint fiIler may he rejected for faiIure to meet any af the reyuirements of tl�is specification. ` 46 d. Joint Sealants. Pro�ide Joint Sealants � A�) 5} 6) 7) 8) d) Lot or batch numbet e) Temperrature range for storage fl Date of manufacture g) Expiration date h) Quantity contained Store epoxy and adhesive components at temperatures recommended by the manufaeturer. Do not use daanaged or previously opened cantainers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be i�eadily dispei•sed with nortnal agitation. Follow sound environrnetttal practices wh�n disposing of �poxy and adhesive was�es. Dispose of all empty containers separately. Dispose of epoxy hy cnrnpletely emptying and mixing the epoxy before disposal H. Reinforcement Bar Chairs � 3. Reinforcement l�ar chairs or supports shall be of adequate strength to support the reinforcement bars and shaIl not bend or break under the weight of the reinforcement bars ar Contraator's personn�l walking on the reinforcing bars. Bar chairs rnay be made of inetal (free af rust), precast mortar or concrete �locks or plastic. For approval of plastic chairs, representative samples o€ the plas�ic shall shaw no visible indi.cations of deteriaration after immersion in a 5-percent solution of sodiuin hydroxide for 120-hours, 4. Bar chairs may be rejected for failure to meet any of tr�e requirements of this specificatian. I. Joint Filler CI�Y aF FORT WORTH 5T'ANbARb CONSTRUC'I'ION SPECIFICATION DOCUMENTS Revised April 20, 2p21 3 Nor•!h Tarrant Express Segirreni 3C Utiiity �Issembly 35W-U-0517 321313-6 COI�ICRETE PAVING Page 6 of 21 1 K, Curi��g Materiats 2 1. Membrane-Forming Compounds. 3 a, Conform ta the requirements of ASTM C3Q9, Type 2, white pigmented 4 compound and be of such nature that it shall not produce permanent S discoloratian of cQncrete surfaces nor react delateriously with the concrete. 6 b, The compaund shall praduce a finn, cantinuous uniform moisture-iznperrneable 7 film free firorn pinholes and shall adhare satisfactorily �o the surfaces vf damp 8 concrefe. 9 c. It shall, when applied to the damp concrete surface at tlie specifed rate of 10 coverage, dry to touch in ] haur and dry through in not more than 4 hours under 11 normai conditions su.itable for coi�crete operatians. 12 d. It shall adhere in a ienacious f lm without running otF or appreciably sagging. 13 e. It shall not disintegrate, check, peel or crack during the required curing period. 14 f The campound shall nat peel or pick up under traffic and sliall disappear froin 15 the surface of tha concrete by gradual disintegration. 1 G g. The compound shall be delivered to the job site in the manufacturer's origin.al 17 containers only, which sha11 be clearly labeled with the manufacturer's name, 1 S the trade name of the material and a ba�ch number or symbol with which test 19 samples may be correlated. 20 h, When tested in accordance with A�TM C I56 Water Retention by Concrete 21 Curing Materials, the liquid membrane-fot�ning cotnpound shall restrict the loss 22 of water pres�nt in the test specimen at the time of application of the curing 23 compound ta not more than 0.01-oz,-per-2 inches of sutface. 24 �.3 ACCESSORIES [NOT USED] 25 2.4 50URCE QUALITY CONTROL 26 A. Mix Design 27 1. Concrete Mix Design and Cantrfll 28 a. At least I 4 calendar days prior to the sta��t of concrete paving oparations, the 29 Contractar shall submit a design of the conccete mix it groposes to use and a 30 full description of tl�►e source of supply oFeach material component. 31 b. The design of the conerete mix shall produce a quality conerete complying wi�h 32 thase speci�cations and shall include the following information: 33 1) Dasign Reyuirements and Design Summary 3A 2) Material source 35 3} Dry weight of cementicubic yard and type 3G 4} Dry weight of fly asli/cubic yard and type, if used 37 5} Saturated surface dry weight of fii�e and coarse aggr�gates/cuhic yard 38 6) Design waterlcubic yard 39 7} Quantities, type, and name of admi�iures r�rith manufacturer's data sheets 40 8) Current strength tests or strength tests ia� accardance with ACI 318 � 1 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregat�s 42 and date of iests 43 10} Fineness modulus of fine aggregate 44 11} Speciiie Gravity aiid A6sorption Values of fine and coarse aggregates 45 12) L.A. Abrasion of coarse aggregates 46 c. Once mix design approved by City, maintain int�nt of mix design and 47 ma�imum watei• to cement ratio. CITY OF FORT WORTE-1 Nor•!h Tm•ra�i Express Segmeni 3C 3TAI�lDARD CONSTRUCTION SPECIPICATTON DaCUMENTS Utrlriy rlssenrbly 35W-U-Q517 Revised April 2U, 2U21 321313-7 CqNCRETF PAV]NG Yage 7 af 21 d. No concrete may be placed on the job site until the mix ciesign has been approved by the City. 3 2. Quality af Concrete 4 a. Consistency 5 1) In general, the consistency of ¢ancreYe mixtures shall be such that: G a) Mortar shall cling to the coarse aggregate 7 b) Aggregate shall nat segregate in eoncrete when it is transported to the 8 place of deposit 9 c) Conerete, when dropped directly from the discharge chute of the nnixer, 1 p shall flatten out at the center of the pile, but the edges of the pile shali 11 stand and not flow 12 d) Concrete and mortar shall show no free water wt�en removed from the 13 mixer 1� e) Concre#e shall slide and not flow into place when transparted in metal 15 chutes at an angle of 30 degrees with the horizonta� 16 � Surface of the imished concrete sha11 be free fram a surface flm or 17 laitance 18 2) When iield conditio�is are such that additional moisture is needed for the 19 fina� concrete surface finishing operation, the required water shall be 20 app.lied ta the surface by hand sprayer only and he held to a minimum 21 amount. 22 3) The concrete shall b� workable, cohesive, passess sa#isfactory finishing 23 qualities and be of the stiffest consistency that can be placed a��d vibrated 24 into a homogeneous mass. 2S 4} Excessive bleading shall be avoided. 2C 5) If the strength or consi�tency required for the class of concrete being 27 praduced is not secured with th� minimum cam�ent specified ar withaut 28 exceeding the maximum water/ceanent ratia, the Contractor �nay use, or the 29 City may require, an approved cement dispersing agent (water reducer); or 30 the Contractor shall furnish additional aggregates, or aggregates with 31 different charactc�•istics, or the Cantractor may use additional cement in 32 order to produce the reyuired results. 33 6} The additional cement may be permitted as a temporary measure, until 34 aggregates are changed and designs checked with the different aggregates 35 or cement dispersing agent. 36 7} The Contractor is solely responsible for the quality of the conerete 37 praduced. 38 8) The City reserves the right to independeniiy �erify the quality of the 39 cancrete through inspection of the batch plant, t�sting of the various 40 materials used in the concrete and by casting and testing concrete cylinders 4 I or beanns an the concrete actually incorporated in ihe pavement. �2 b. Standard Class. 43 1) Unless otherwise shown on the Drawings ar detailed specifications, the 44 standard class for conerete paving for streets and alleys is shown in th� �}5 following table: 46 CITY OF FORT WORT�T Nor•th Ter�rant Express Segmen! 3C STANDAI2D CONSTR[1CTIOi� SPECIFICATIDA3 DDCUMENTS Ulrlriy �lssentbly 35iT� U-0517 Revised April 20, 2Q21 321313-8 CONCRETE PAVING E'age 8 of 21 Standaed Classes of Pavement Concrete 2 3 �} 5 b 7 8 9 10 11 12 13 14 15 lb Class of Minimum 28 Day Min. M�imum Course Conc�•ete� Cementitious, Compressive, Watar/ Aggregate Lb./CS' Strengthz Cementitious, M�imum psi Ratio Size inch P 517 360Q 0.49 1-1/2 H 564 4500 0.45 1-112 �. Au exposed noriwntai concrete shau have entra[ned-air. 2. MinimUm Compressive 5trength Required. 2} 1Vlachine-Laid concrete: Class F 3} Hand-Laid concrete: Class H c. High Early Streqgth Concrete (H�S) 1} When shown on �he Drawings or allowed, pravide Class HES concr�te for very early apening of pavements az•ea or leaveouts to traffic. 2) Design class HES to rneet the i�equirements of class specified for concrete pavement and a minimurn nompressive strength of 2,600 psi in 24 haurs, unless other early strength and time requirernents are shown on the Drawings allowed. 3) No strength overdesigq is required. Standacd Classes of Pavement Concrete Class of Minirnurn 28 Day Min. Maximum Course Concrete' Cementitious Compressiv� Waterl Aggregate Lb.ICY St�•engthz Cementitiaus Maxime��n psi Ratio Size, iuch HES S64 4500 0.45 1-112 17 1$ 19 20 21 22 d. Slurnp l} Slutnp rcquirements for pavement and related concrete shall be as speci�ed in the folfowing table; Concz•ete Paveinent Concrete Use Requirements Recommended Design and Placement Slurnp, inch 1-I12 4 4 Maximum Acceptable Placemant Slump, inch 3 5 S S�ip�Form/Form-Riding Paving Hand Formed Pa�in� Sidewalk, Curb and Gutter, Concrete � Valley Gutter and Other Miscellaneous Concrete 23 24 2} No conccete shall be permitted with slump in excess �f the maximums 25 shown. CITY OF FORT WORTH STANDARD CONS7`RUCTIaN SPECIFICATIDI� DOCUMENTS Revised Apri120, 2U21 Nartl� Tatw•atat Express Segnisni 3C Ufilily Assenrbly 35W-U-0517 321313-9 CONCRCTE PAVING Aage 9 of 21 l 2 3 4 3) Any concrete mix failing ta meet the above consistency raquir�ments, although meeting the sIump reyuirements, shall be considered unsatisfactory, and the mix shall be changed to correct such unsatisfactory conditions. 5 PART 3 � EXECUT�OI,T 6 3.1 INSTALLERS [NOT USEDj 7 3.2 EXAMYNATIOI+T [NOT USED] 8 3.3 PREPARATION [�TOT USED] 9 3.4 IPTSTALLATION 10 S1 12 13 14 15 16 17 18 l9 20 21 22 23 24 25 26 27 28 29 3� 31 32 33 34 35 36 37 38 39 4Q 41 42 A. Equiprnent 1. All equipment necessary far the construction of this item shall be on the project. 2. The eqUipment shail include spreading devices (augersj, internal vihration, tamping, and surface floating necessary to finish the freshly placed concrete in such a rnanner as to provide a dense and homogeneaus pavement. 3. Machine-Laid Concrete Pavement a. Fixed-Form Paver. Fizced-form pavin�g eyuipment shall be provided with forms that are uniformly supported on a very �irm subbase to prevent sagging under ff�e weight of machine. b. Slip-Fortn Paver 1) Slip-form paving equipment shall be provided with tra�eling side fa�rns ai suFficient dirnensions, shape and strength sa as to su.pport the concrete laterally far a sufficient length c�ftime during placement. 2) City may reject use of Slip-Form Faver if paver requires over-digging and impacts trees, maifboxes or other improvements. 4. Hand-Laid Concrete Pavement a. Machines that do not incorporate these features, such as roller screeds or vibrating screeds, shall be eansidered t�ols tv be used in hand-laid eoncrete constructiott, as slumps, spreading methods, vibration, and other procedures are more common to hand rnethods than to tnachine methods. 5. City may reject equipment and stop operation if equipment does not meet requirements. B. Concrete Mixing and Delivery l. Transit Batching: shall not be used — onsite mixing not permitted 2. Ready Mixed Concrete a. The concrete shalI be produced in an appi•oved meihod conforming to the requirements af this �pecification attd ASTM C94/C94M. City shall have access ready mi� to get samples af matecials. b. City shall l�ave access �o ready mix plant to obtain material samples. c. When ready-mix concrete is used, sample conerete per ASTM C94 Alternate Pcoeedure 2: 1) As the mixer is being emptied, individual �a�nples shall be taken after the discharge of approximately 1 S percent and SS paraent of the load. CITY DF FORT WORTH STANDARQ CONSTRUCTION SPECIFICAT]ON DOCUMENTS Revised April 20, 2021 North Tarrarrt F�press Segmenl3C Lltrlriy �Issenrbly 35GY-U-0517 32 13 I3 - ]0 CONCRETE PAVING Page ]0 aF21 I 2 4 6 7 8 9 2) Th� method of sampling shal] pr•ovid� that the samplcs are i�epresentative of wictely separated portions, but not fram the very ends of the batch. d. The mixing of �ach batch, afiar a11 mat�rials ara in the drum, shall continue until it pz•aduces a thoraughly mixed cancrete af uniform rnass as determined by established mixer perfarmanc� ratings and insp�ction, or appropriate uniformity tests as described in ASTM C94. e. The entire contents of the drum shall be discharged before any materials are placed therein for the suoceeding batch. f. Ketempering or remixing shall not be permitted. 10 3. Delivery 11 a. Deliver cancrete at an interval npt exceeding 30 minutes ar as detez�rziined by 12 City to prevent cold joint. , 13 14 15 16 17 I8 19 20 21 22 23 24 2S 26 27 28 29 30 4. Dalivery Tickets a. For all aperations, the manufacturez• of'the concrete sha11, before unloading, fui�nish to the purchaser with eaeh batch of cancrete at the site a delivery ticket on which is printed, stanrxped, or written, the following information to determine that the concrete was proportioned in accordance with the approved mix design: 1) Name of concrete supplier 2) Serial nu�nber of tieket 3) Date 4) Truck nurnber S) Name of purchaser b) Speci�c designation of job (name and loeation) 7) Specific class, design identifieation and designatian of the c�ncrete in conforrnance with that employed in job specifications 8) Amount of concrete in cubic yarcfs 9) Time loaded or of first mixing of cement and aggregates 10) Water added by racei�er of concrete 11) Type and amount of admixtures C. Svbgrade 3 I 1. When manipulation or treatment of sub.grade is required on the Dravvings, the wark 32 shall be perfarmed in proper sequence with the preparation of the subgrade for 33 pavement. 34 2. The ro.adbed sha11 be excavated and shaped in conformity with the typicaI sections 35 and to the lines and grades shown on the Drawings or established by the City. 36 3. All holes, ru.ts and depressions sha11 be filled and compactad with suitabie rrtat�rial 37 and, if required, the svbgrade shall be thorougnly wetted and reshaped. 38 4. Irre,�ularities of more than l/2 inch., as shown by sfraightedge or tetnplate, shall be 39 corrected. 46 5, The subgrade sl�all be uniformly compacted ta at least 95 percent of the ma�imum 4I density as determined by ASTM D698. 42 6, Moisture content shall be within rninus 2 percent to plus 4 percent of optimum. 43 7. The prepared subgrade shall be wetted dawn sufficiently in advance af placing the 4�4 pavement to ensure its being in a firm and moist cflndition. 45 8. Sufficiant subgrade shall be prepar$d in advanc� to ensure satisfactory prosecution 46 of the wark, CITY pP FpRT WORTH No1•th Tcrr•rant �x�i•ess 5'eg�riend 3C STANDARD CON�TRUCTION SPECIFICATION DOCU�vIENTS Ufilrty,4ssem8ly 35W-U-05I7 Revised F1pri] 20, 2021 3a �3 �3-ia CONCRETE PAVITTG Page I 1 of 21 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place cancrete pavement. 3 10. After the specified moisture and density are achie�ed, the Contractor shall maintain 4 t1�e subgrade moisture anci density in accordance with this Section. 5 1 I. In #he event that rain or other conditions may have advers�;ly aff�cted the co�dition 6 of the subgracie or base, addi#ional tests may be required as ciirected by the City, 7 D. Placing and Removang Farms 8 l. Alacing Forms 9 a. Forms for fnachine-laid conerete 10 1) The side forms shall be meta�, of approved aross section and bracing, of a 11 i�eight no less tl�an the prescrihed edge thickness af the concrete section, 12 and a minimum af l0 feet in ler�gth for each individual form. 13 2) For�ns shall be of ample strength and staked with adeyuate number of pins 14 capable of resisting the pressure of concrete placed against them a:nd the 15 thrust and the vibration of �he cons�ruction eyuipment operating upon them l6 without appreciable springing, settling or de�lection. i7 3} The for�ns shall be free from warps, bends or kinks and shall show no 18 variation from the rive plane for face or top. 19 4) Fonns sha11 be jointed neatly and tighily and set wiih exacil�►ess to the 20 established grade and alignment. 21 5} Forms shall be set to line and grade at least 200 feet, where practicable, in 22 advance of the paving operations. 23 6) In na case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in firm contact with tha subgrade throughout their length 26 and base width. 27 8) Ifthe subgrade becomes unstable, forms shall be reset, using heavy stakes 28 or other additional supports may be necessary to provide the required 24 stahility, 30 b. Forms far hand-laid concrete 31 �) Fos�s shalI �xtend the ful[ depth of concrete and be a mini�num of 1-112 32 inches in thickness or eyuivalent when wooden forms are used, ox be of a 33 gauge that shall provide ec�uivalent rigidity and strength when metal faims 34 are used. 35 36 37 38 2} Far curves with a radius of less than 25p feet, acceptable flexible rr�etal or waod forms shall be u�ed. 3} All forms showing a daviation of l/8 inch in i 0 feet from a straight Iina shall be rejected. 39 2. Settling. When forms settle o�er 118 inch under finishing operations, gaving 40 operations shall be stopped ihe for�ns reset to line and grade and the paveinent then 41 brought ta the required section and thickness. 42 43 44 45 46 47 3. Cleaning. Forms shall be thoroughly cleaned a$er each use. 4. Removal. a. Fa�ms shall remain in place until the concrete has taken its f�nal set. b, Avoid damage to the edge af the pavement when re�noving forms, c, Repair ciamage resulting fiom form removal and honeycombed areas with a mortar mix within 24 ho�rs after form removal unless otherwise approved. CITY OF FOR7' WORTH STANDARD CONSTRUCTION SPECIFICATION DDCIiMENTS Revised April 20, 2D21 Norlh Tarrcrnt Express Segrreni 3C Urility Assen�bl�� 35W-U-0517 32 ] 3 13 -12 COI�CRETE PAVING Page 12 of 2 [ 1 d. Clean joiirt face and repair honeycombed or darnaged areas within 24 hours 2 aftec a bulkhead for a transverse construction joint has been removed unless 3 otherwise approved. 4 e, When %rrns are rema�ed before 72 hours after concrete placement, promptly 5 apply membrane curing compound to the edge of the concrete pavement. 6 E. Placing Reinforcing Steel, Tie, and Dovvel Bars 7 1. General IO 11 12 13 14 15 16 I7 I8 19 20 21 22 23 24 25 26 27 zs 2g 30 31 32 33 34 35 36 37 38 39 4D �41 42 43 44 45 46 47 48 z 3. a. When reinforcing steeI tie bars, dowels, etc., are required they shall be placed as shown on the Drawings. la. AII reinforcing st�e! shall b� cIean, fre� �i•am rust in the form of loase or objectionabJe scale, and of the type, size and dimensions shawn on tl�e Drarvings, c. Reinforcing bars sha11 be securely wired togetlaer at the altez�riate intersections and a11 splices and shall be se�urely wired at each inte;•section dowel anci load- transmissian unit intersected. d. All bars shall be installed in their required pasition as shown on the Drawings. �. The storiug of reinfarcing or structural stee� on completed roadway slabs genecally shall be avaided and, where permitted, such starage shall be Iimited to q�aantities and distribution that shall not induce excessive stresses. Splices a. Pravide standard reinforcement splices by lapping and tying ends. b, Comply �ith ACI 3 L S for mini��um lap of spliced bars where not specified on the Drawings. Installation of Reinforcing Steel a. AlI reinforcing bars and bar mats shall be installed in the slab at the required depth below the �inished su��face and supported by and securely attached to bar chairs installed on prescribed longihldinal and transve�-se centers as shown by sectianal and detailed drawings ot� the Drawings, b. Chairs Assembly. Tl�� chair assembly shall be similar and equal to that shown an the Drawings and shall be approved by the City. prior to extensive fab.ricatian. c. After the rein�orcing steel is securely installed above the subgrade as speeified in Drawings and as herein prescribed, no loading shall be imposed upon the bar rnats ar individual ba�•s befo�•e or during the placing o�� finishing of the concrete. 4. Installation of Dawe� Bars a. Install through the predrilled jaint filler and rigidly support in true horizonta] and vertical positions by an assembly o#' bar chairs and doweI basket�. b. Dowel Baskets l) Th� dowels shall be h�ld in position exactly pa�•allel to surface and ce�rterline of the slab, by a dowel basket that is ieft in the pavement. 2) The ciowel basket shall hold each dowe� in exactly the correct position so fiz•mly that the dowel's position cannot be altered by cancreting aperatians. c, Dnwe! Caps 1) Install cap to allow the bar to move not less than 1-1/4 inch in either direction. 5. Tie Bar and Dowel Placement a. Place at mid-dapth ofthe pavement slab, pai�alIel to the surface. CITY OF �ORT 1�V4RTH STANI]ARII CONSTRUCTION SPECIFICATI�N DOCUMENTS Revised April 20, 2021 Nor•fA Tara•crnl Expr•ess Segm�nl 3iC Utilrty Rsseinbly 35W-U-0517 32 13 13 - 13 CONCR�T� PAVING Page 13 af'2,] I b. Plac� as shown on the Drawings. 2 6. Epoxy fo;• Tie and Dow�l Bar Installatian 3 i) Epoxy bars as shown on the Dra�vings. 4 2} Use only drilling operations that do noC damage the surrounding operations. 5 3} Blow out drilled holes with campressed air. 6 4) Completely fill the drilled hole with approved epo�cy before inserting the tie 7 bar into the hale. 8 S) Install epoxy grout and bar at least 6 inches embedded into concrete. 9 l0 11 I2 T3 14 15 16 17 18 19 20 21 22 23 2�4 25 26 27 28 29 30 31 32 33 F. loints 1. Jaints shall be placed where shown on th� Drawings or where directed by the City. 2. The plane of all joints shall make a right angle with t�e surface of the pavement. 3. No join�s shall have an ej-ror in alignment of more than 1/2 inch at any point. 4. ]aint Dimensions a. Tlae width of the joint shall be shown on the Drawings, cr�ating the joint sealant reservoir. b. The depth af the joint shall be shown on the Drawings. c. Dimensians af the sealant reservoir shall be in accordance with manufacturer's recommendations. d. After curing, the�oint sealant shall be IIS inch to 11A� inch below the pavement surface at the cer�ter of the joint. 5. Transverse Expansion Joints a. Expansion joinis shall be installed perpendicularly to the surface and to the centerline of the pavement at the locaiiflns shown on the Drawings, or as approved by tl�e City. b. .loints shall be of tha design width, and spacing shown on the Drawings, or as approved by the City. c. Dowe� bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel ba�•s with dovue� baskets. e. Dowels shall restrict the free opening and closing of the expansion join and shall not make planes of weakness�s in the pavement. £ Greased Dowels for Expansion Jaints. l) Coat dawels with a thin film of grease or other ap�rov�d de-bonding 34 matsrial. 35 2} Provide c�awel caps on the lubricated end of eaeh dowel bar. 36 g. Proximity to Existing St�uctures. When the pavem�nt is adjacent ta or araund 37 existing structures, expa�isions joints shall be constructed in accordance with 38 the details shown on the Drawings. 3R 40 41 42 �43 44 45 46 47 48 6. Transverse Contractian Joints a. Contraction or duxr�my joints shall be installed at the locations and at the intervals shown on the Drawings. b. Joints shall be of the de.sign width, and spacing shor�n on the Drawings, or as approved by the City. c. Dowel bars, shall be af the size and type shown on tlie Drawings, or as approved by the City, and shall be installed ai the specified spacing, d. Joints shall be sawed into the completed pavement surface as soon after initial concrete set as possible so that some raveling oithe concrete is obse�ved in order far the sawing process to prevent uncontroIled shrinkage ceacking. CITY qF PqRT WOR'I'H S'I'ANDARD CQN3TRUCTi01�[ SPECIFTCATION bOCUMENT$ Revised April 20, 2D2I Norlh Tairant Express 3eg,r�er�t 3C Uliliry Assernbly 35W-i1-0517 321313-IA CONCRETE PAVING Page 14 of21 2 � 5 9 10 ]1 12 13 14 15 lb 17 lS 14 2Q 2l 22 23 24 25 e. % �• h. i. The joints shall be construoted by sawing �o a 1/4 inch width and to a depth of 1/3 inch (114 �nch pennitted if limestane aggregate used) of fihe actual pavement thickness, or deeper if so indicated on the Drawings. Complete sawing as soon as possible in �ot weather conditions and within a maximum of 24 hours after saw cutting begins ur�der cool weather conditians. If sharp edge joints are heing nbtained, the sawing process shall be sped up to the point where some raveling is observed. Damage by blade action to the slab surface and to the concrete imrnediately adjac�nt to the joint shaIl be minimized. Any portion of the euring rnembrane which has been disturbed by sawing operations shall be restored by spraying the areas with additional euring compound, 7. Transverse Canstruction .Toints a, Construction joints formed at the close of each day's work or when the placing of concrete has been stopped far 30-�ninutes or langer s�all be construeted by use of inetal or wooden bulkheads cut true to the section of the finished pa�ernent and cleaned. b. Wooden bulkheads shall ha�e a thickness af not less than 2-inch stock material. a Longitudinal bars shall be held securaly in place in a plane perp�ndicular ta the surface and at right angles ta the centertine of the pavement. d. Edges shall be round�d to 1/4 inch radius. e. Any surplus cancrete an the suhgrade shall be re�noved upan the resumption of the work. 8. Longitudinal Construction Joints a. Longitudinal construction joints shall be of the type shown on the Drawings. 26 9. Joint Filler 27 a. Joint filler sha11 be as speci�ed in 2.2,1 af the size and shape shawn oi� t�e 28 Drawings. 29 b. Redwood Board joints shall be used for all paverr�ent joints except fo�� 30 expansion joints that are coincident with a butt joint against existing 31 32 33 34 35 36 37' 38 39 �� 41 42 43 44 45 46 47 �}8 49 pa�ements. c. Boards wit1� less than 25-percent af moistura at the tizne of installation shatl be tharoughly wetted on the job. d. Green Iumber af much higher maisture content is desitable and acceptable. e. The joint filler shall be appi•apriately drilled to admit the dowel baj•s when required. f, The bottoin edge of the filler shall ex�end to o�° slightly below the bottom of the slab. The top edge shall be held approximately 1/2 inoh belovr the fnished surface of the pa�ement in order to allaw the finishing aperations ta be continuaus. g. The joint �Iler rnay be conaposed of znore than one le�:gth of board in th� iengtl� of joint, but no board of a length less than 6 foot rnay be used unless otherwise shown on the Drawings. i�. After the removal of the side fof7ns, the ends of the joints at the edges of the slab shall be carefully apened for the entire depth of the slab. 10. Joint Sealing. Routine pavement joints shall be �Iled consistent with pa�ing details ' ' � ' � � ' : - - � - �` "�. Materials sha13 genea�ally be liandled and applied according ta the manufacturer's recammendations � C1TY OF FORT WORTH STAN�ARD CONSTRUCT[ON SPECIFICATIOA! DOCU3vIENTS Re�ised Apri120, 2021 Na1•th Tm•rant Expr•ess Segment 3C Utilydy Assembly 35W-U-0517 321313-IS CQNCRETE PAVING Page IS of21 1 G. Placing Concy�ete 2 1. llnless otherwise specified in the Drawings, the �nished pavem.ent shall he 3 constructed monolithically and constructed by machined laicf inethod unlEss 4 impraetical. 5 2. The eoncrete shall be rapidly deposited or� the subgrade in success.ive batches and 6 shall be distributed to the requireci d�ptl� and for the eniire width of the pavement 7 by shoveling or other approved methac�s. 8 3. Any coner�ta not p�aced as herein prescribed within the titne limits in the follavving 9 iahle wi11 ba �ejected. Tiine begins when the water is added to the mixer. 10 il 12 13 l4 15 16 !7 I8 19 2Q 21 22 23. 24 25 26 27 28 29 30 3l 32 33 Tem eratur� — Time Re uirements Concrete Temperature Max Time — minutes Max Time — minutes at oint of laeement no retardin a�nt with retardin a ent ' Non-A itated Concrete All tem eratures �5 45 A ifated Concrete Above 90°F Time may be reduced by 75 Ci Above 7S°F thru 90°F 60 90 75°F and Below 6Q 12Q 1 Normal dosage of retarder. 4. Rakes sha11 not be used in handling conccete. 5, At the end of the day, or in case of unavoidabie interruption or delay of mo�•e than 30 minutes or longer to prevent cold joints, a ti'ansverse construction joint shall be placed in accordance with 3.4.F.7 of t1�is Section. 6. Honeycomhing a. Specia] �care shall be taken in placing and spading the concrete against the forms and at all joints and assemblies so as to prevent honeycombing. b. Excessive �oids and honeycombing in the edge of the pavement, revealed by the removal of the side forms, may be cause for rejeotion of the section of slab in which ih� defect accurs. H. Finishing 1, Machine a. Tolerance Limits 1) V4'hile the conccete is still workable, it shall be tested iar irregularities with a 10 foot �traightedge placed parallel to the centerline of the pavement so as tio bt•idge depressions and to tauc� all high spots. 2) Ordinates measur�d frot� the face af the straiglttedge to the surface of �lie pavement shall at no place exceed 1/16 inch-per-foot from the nearest point of cantact, 3) �n no case shall the maximum ardinate to a 1 Q faot straightecige be greater than 1/8 inch. CITY OF FORT WORTH STANDARD CONSTRUCTIOI�3 SPECIFICATIqN DOCUM�NTS Revised Apri] 2Q, 2021 No�•Ih Tm�i•anr �xpress Segnrenl3C Utility Asse»tbly 35W-U-051 T 321313-I6 CONCRETE PAVING Page 16 of 21 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 4) Any surFace not within the tojerance Iimits shall be reworked and refin.ished. b. Edging 1) The edges of slabs and a11 joints requiring �dging shall be ca�•efully tooled with an edger of #he radius required by the Drawings at the time the eoncrete bagins to take its "set" and becnmes non-workable. 2) All such work shall be left smoath and true to lines. 2. Hand a. Hand finishing permit�d only in intersections and areas inaceessible to a finishing machine. b. Wh�n the hand method of striking off and cansolidating is permitted, the cancrete, as sooi; as placed, shall be approximately leveled and then struck off v�rith screed bar to such elevation above grade that, when consolidated and finished, the surface af the pavement sha11 be at the grade elev�tion shown on the Drawings. c. A slight excess of material shall be kept in front of the cutting edge at all times. d. The stcaightedge and joint finishing shall be as prescribed l�erein. I8 I. Curing 19 1. The curing of concrate pavement shall be thorough and continuaus th��oughout the 20 entire euring period. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 �a 41 42 43 44 2. Failure to pro�ide proper cu�•ing as herein prescribed shall be cansidet•ed as sufficient cause for immediate suspension ofthe paving operations. 3. The cuz•ing unethad as herein specified does not preclude the use of any of the other commonly used methods af curing, and the City may appro�e anotlzer methad of euring if so requasted by the Contractor. 4. If any selected inethod of curing does not a.fford the desire� results., the City shall have the right to order that another method of curing be instituted. 5. After remaval of #h� sitl� forms, the sides of the slab sl�all receive a like coating before ear�h is ba.nked against them. 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner as to cover the entire surfacss thoroughly and completely with a uniform fijm. 7. The rate af applicatican shall be such as to ensure complete coverage and shall not exceed 20-square-yards�per-gallon of curing compound. 8. When tho��oughly dry, it shall provide a cantinuous and fleXible me�nbr�ane, free from cracks ar pinhales, and shall not disintegrate, cl�eck, peel or crac3c durring the cu�•ing peitiod. 9. If fo�• any reason the seal is hrok�n during the ouring period, it shall be immediaiely repaired with additional seaIing solu#ion. 10, When tested in accordance with ASTM C156 Water Reterition by Conerete Curing Materials, the curing compound shall provide a filrn wUich sha11 have retained within the test specimen a percentage of the moisture present in the speciinej� when the curing compound was applied according to the following. l 1. Contractor shall mainfain aud properly repair damage to curing materials on exposed surfaces oicortcrete pa�ement continuously for a[east 72 hours. 45 3. Monolithic Curbs GITY OF FORT WORTfi 57'ANbAIiI7 CONSTRUCTIqN SPECIFICATION DOCUMENTS [tevised Apri120, 2621 Nol•!h Tar•1•ant Ex�t•ess Segmenl3C Utiliry Asseynbly 35W-U-0517 32 13 13 - 17 CO3dCl2ETE PAVING Page 17 of21 1 l. i 2 3 2. 4 S 3. G 7 4. 8 9 IQ 11 12 13 14 15 16 17 18 19 20 21 22 23 Cor�crete for monolithic curb shall be the same as for the pavement and, if carried back from the paving mixer, shall be placed within 2U-minutes after being mixed. After the concrete has been struck off and sa.fficiently s�t, the expased surfaces shall be thorougnly worked with a wooden flat. The expased edges shall be rounded by #he use of an edging tool to the radius indicated on the Drawings. All exposed surfaces of curb shall b� brushed to a smooth and unifar�n surface. K. Alley Paving 1. Ailey paving shall be consh•ucteci in accordanc�; with the speci�cations for concrete paving hereinbefore described, in accardance with the details shown on the Drawings, and with the following additional provisions: a. Alley paving shall be constru.cted ta the typical cross sections shawn an the Drawings. h. Transverse expansion joints of the type shown on the Drawings shail be constructed at ihe property line on each end oftt�e alley with a maximum spacing of bQ0 fe�t. c. Transverse contraction and dummy joints shall be placed at the spacing shown on the Drawings. d. Cantractioii and dummy joints shall be formed in suc� a manner that the required joints shall be produced to the satisfaction of the City. e. AIl joints shall be constructed in accordanca with this specification and �Iled L. Pavement Leaveouts 24 1. Pavement leaveouts as necessary to maintain and provide for locai traffic shal� be 25 provided at location indicated on �he Di•awings or as directed by the City. 26 2. The extent and location of each l�aveout required and a suitable crossover 27 connection to provide for traffic mo�ements shall be determined in the feld by the 28 City. 29 3.5 REPAIR 30 A. R�pair of concrete pavement concrete shall be consistent with the Drawings and as 31 specified in �ection 32 01 29. 32 3.& RE-INSTALLATIQN [NOT USED] 33 3.7 SITE QUALITY COPITROL 34 35 36 37 38 39 4p 4] 42 43 A. Concrete Placement 1. Place concrete using a fully automated paving machine. Hand paving only pertnitteci in areas such as intersections where use of paving machine is not practical a. All concrete pavement not placed by hand shall be placed using a fully auto�nated paving machine as approved by the City. b, Screeds will not be allowed except if approved by the City. B. Testing of Materials 1. Samples oiall materials for test shall be made at the expense of the City, unless otherwise specified in the special provisions or in the Drawings. CI'FY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FICATION bOCiIMEN'I'3 Revised Apri120, �021 Na�1h 7'at'renl Expr•ess Segrl�en! 3C Ulilriy ,4ssenrbly 3S[iV-U-0517 32 13 13 - 18 CONCIi�TE PAVING Page l 8 of 2 E 1 2. In the e�ent the initial saznpling and testing does not comply with the specificatians, 2 all subsequent testing of the material in order to determine if the tnaterial is 3 acc�ptable shall be at the Cont�-ac�ai's expense at the same ra�e charged by the 4 cammercial labaratories. 5 3. Al1 testing shall be in accordanee with applicabie ASTM Standards and cancrete 6 testing technician must be ACI certified or equivalent. '1 C, Paven�ent Thickness Test 8 L Upon completion of the work and before �inal acc�ptance and final payment shall 9 be made, pavement thickness test shall be made by the City. ra lI 12 i� I4 lS 1& 17 1$ 19 20 21 2. The number of tests and location shall be at the discretion of the City, unless otherwise specified in the special provisions or on the Drawings. 3. The cost for the initial pavement thickness test shal� be the expense of the City. 4. In the e�ent a defici�ncy in the thickness of pavement is reveaIed during norrnal testing aperatians, subseyuent tests necessary to isola�te the d�fic.iency shall be at the Contrac�or's expense. 5. The cost for additional coring test shall be at the same rate eharged by co.�nmercial laboratories. 6. Whare tihe average thickttess of pavement in the area found to be deficient in thickness by mnre than 4.20 inch, but not more than Q.SO ineh, payment shali be made at an adjusted priee as specified in the fallowing table. Deficiency in'I'hickness Proportional Part Detennined b Cares Of Contract Price Inches A1lowed 0 AQ — 0.2p 1 UO percent 0.21 — 030 80 percent 0.3 ] — 0.40 7Q percent 0.41 — b.50 60 percent 22 23 7, 24 25 26 8. 27 28 9, 29 30 31 10 32 33 34 35 11 3b Any area af pavement found deficient in thickness by more than 0,50 inch but not mor� than 0.?5 inch oz� 1/l0 of the thickness spacif ed on the Drawings, whichever is gr�ater, shal] be evaluated by the City. If, in the judgment of the City the area of such deficiency should not be removed and replaced, there shall be no payment far the a��a retained. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractar's entit� expense, with concrete of the thickness shown on the Drawings. Any area ofpavement found de�ci�nt in thicknes� by rnore than 0.75 inch or more than 1/10 of the plan thickness, whichever is greater, shall ba remo�ed and repfaced, at the Contractor's entire expense, with eoncrete aithe thickness shown on the Drawings. No additional payment o�er the contract unit price sha116e made for any pavement of a thickness exeeeding that required hy the Drawings. 37 D. Pavement Strength Test CITY pF FQRT WORTH North Tal•r•ant Expf•essSegmenl3C STANDARI] CONST`R[1Ci'iON SPECIF[CATTqN DQCUIvIENTS Utility Assembly 35Tf`-i1-0517 Itevised April 2Q, 2021 32 13 13 - 19 CONCRETE PAVING Page 19 of 2 ! I 1. During the progress of the work the City shall pro�+ide trained technicia�s to cast 2 tesi oylinders for canforming to ASTM C31, to maintain a check an the 3 compressive sirengths of the concrete being placed. 4 2. After the cylinders have heen cast, they shall remain on the job site and then 5 transported, moist cured, and tested by the City in accordance �vith ASTM C31 and 6 ASTM C39. 3, In each sat, 1 of the cylinders shall b� tested at 7 days, 2 cylinders shall be tested at 2$ days, and 1 cylinder shall be held or tested at 56 days, if necessary. 10 ll 12 13 14 15 IG 17 18 19 20 21 22 23 24 25 26 27 2$ 29 4. If the 28 day test resuIts indicate deficien# �trength, the Cc�ntractor may, at its o�tion and expense, core the pavement in question and have the cores tested by an approved faboratory, in accordance with ASTM C42 and ACI 318 protocol, except the average of all cores must meet 1 QO percent of the minimum speci�ied strength, with no individual cor� resulting in less than 90 percent of design strength, to ave�ride fihe results af the cylinder tests. 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do noi mee� rninimum specified stren�th, addiiional cores shall be taken to identify the limits of deficient eoncrete pavement at the expense o�the Contractor. b. Cylinders and/or cares mvst meet minimum specified strength. Pavement not meeting the minimum s�eeified strengY.l-i shall be subject to the rnoney penalties ar removal and pZacement at the Contractor's expens� as show in the following table. 7. The amount of penalty shall be dedueted from payment due to Contracto�•; such as penalty deducted is ta defray the cost of extra maintenance. 8. The s#rength �•eyuirements for structuxes and oiher concrete work are not altered by the special pro�ision. 9. No. additional payment over the coniract unit price shal! be made for any pavement of sirength exceeding that required hy the Drawings and/or speci#ications. E. Cracked Concrete Acceptance Policy 30 1. ]f cracks exist in concrete pavement vpon comple�ion oFthe prnject, the Projeet 31 Inspector shall make a determination as to the need for action to address th� 32 cracking as to its cause and recomr�ended rarnedial wark. 33 34 35 3G 37 38 2. If the recomm�nded remedial work is rauting and sealing of the ccacks to protect tha subgrade, the Inspector shall make the detei�nination as to whether to rout and seal t�ie ci•acks at the tiine of final inspection and acceptance or at any time prior #o the end of the project maintenance �eriad. The Contractor shalI perform the routing and sealing w�ric as directed by the Projec# Inspector, at no cost to the City, regardless of the cause of t#�e c�•acking, CITY OF FORT WORTH STANDARD CUNSTRUC'i'ION SPEGIriCATION bOCUMENT5 Revisad April 20, 202 f Nor7h Tar•rant Expr•ess Segrirenf 3C Ulilit�� Asse�lsbly 35W U-0517 3213 E3-20 CONCRETE PAVING Page 20 of 2l 2 io 11 12 3. If rezaraedial work beyond routing and sealing is dete��mined to be necessary, the Inspector and the Contracior will attempt ta agree on the cause of the craeking. If agreement is reached that the cracking is due to deficient materials or workmanship, the Contractor shal] perform the remedial work at no cost to the City. Remedial work in this case shall be lirnited to remnving and replacing the deficient work with new material and workmanship that zneets the arequirements of the contract. 4, If remedial work beyand rauting and sealing is determined to be necessary, and the Inspector and the Gontractor agree that the cause of the cracking is not deficient materials or v�orktnanship, the City tnay request the Contractor to provide an esiimate of the cost of the necessary remedial v�ork and/or additional work to addres:s tl�e cause ofth� cracking, and the Contractor wi11 perForm that work at the agreed-upon price if the City elects to da so, 13 5. Tf remedial work is necessary, and the Inspector and the Contractor cannot agree on 14 the cause af the eracking, Yhe City may hire an independ�nt geotechnical engin�er 15 to perform testing and analysis to determine the cause of the cracking. The 16 contractar will escrovv SU percent of the proposed costs of the geotecl�nical contract 17 with the City. The Can�ractor and the City shalZ use the services of a geotechnical l 8 fcrm acceptabl� to both parties. 19 20 21 22 23 24 25 26 27 28 29 30 6. If the geotechnical engineer determines that the primaiy cause af the craeking is the Contractor's deficient material or workmanship, the remedial work will be pe��for�ned at tl» Contractor's entire expense and the C.ontractor will also reimburse the City for the balance of the cast af tha geatechnical investigation over and above the amount that has previously been escrowed. Remedial work in this case shall be limited to removing and replacing the de�cient work with naw tnaterial and workmansh.ip that meets the requirements of the contract. 7. If the geotechnical engineer determines that the pi•irnary cause of the cracking is not thc Cantractor's de�cient material or work�manship, the City will return the escrowed funds to the Cantractar. The Contraetor, on request, will provide the City an estimate of the costs of the necessary remedial work and/ox• ad.ditional work and will perform the work at the agreed-upon price as directed by the City, 31 3.$ SYSTEM STARTUP [NOT IISED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [l�TOT USED] 34 3.11 CLOSEUUT ACTIV�TIES [NOT US�D] 35 3.12 PROT�CTIQN [NOT USED] 3b 3.13 MAINT�NANCE [NOT USk;ll] 37 3.14 ATTACHMENTS [NOT USEDj 38 C1TY OF FORT WOR'I'H STANbARD CONSTRLTCTION SPECIPIGATION bOCUMBNTS Re�ised April 2D, 2021 Nor•!h Tarr•ant Express Segn�enP 3C Uiility Qssentbly 35W-U-0517 32 13 13 - 21 CpNGRETE PAVINCi Page21 of21 END OF SECTIOI� Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2Q12 1.2.A —Modiiied iEems to he inctuded in price bid 05/2I/2� 14 Daug Rade�r►aker 2.2.D — Modified to ciarify acceptable tly ash subs�itution in cancrete paving 11 � C11'Y OF POR7' WOR`1'H Nar�h Tar•ranl Ex�i•ess Segr�tenl3C STANDAR[] CQN3TRUCTI�N SPBCI.FICATIflN DOCl1MENTS U1ility Assena8ly 3SW-U-0517 Revised April 20, 2U21 330410-1 JOR�3T BONDING AND ELECTRIEAL ISOLATION Page l of 8 1 2 SEC`i`TON 33 04 10 JOINT BONDING AND ELECTRICAL ISOLATION 3 PART1- GENERAL 4 1.1 SUIVLMARY 5 6 7 8 9 10 1i 12 13 14 T5 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 3b 37 3$ 39 40 41 A. Section Includes: 1. Joint bonding requiremen.ts far electrical cantinuity of: � .. �� s-�°. .. .�. - — � - ;4 -. - .. ;� r � • f '�" �-,'+#� E Ductile iron pipe, as required on Drawings 2, Electrical isolation devices for installation at: a. Cannections ta existing piping b. Laterals c. Cased crossin$s - ---- '- �- ....s,�i � '•�.=u .. ' - � � �' � B. Deviations from this City of Fort Wo.rth Standard Specification 1. None. C. Related 5pecification Seckions include, but ar� not nac�ssarily limiied to: , . _ . , � _ � � - - - _ _ . . ._, ..- - _� ; --- �-- ---- , �- +�-�----_ .� _ — .,. � = n . , :.� Divisian 1 — General Requirements Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 1.� PRICE AND PAYMENT PROCEDURES_IN�}"r ��il �+ B��lllta�cY t u �- i'li*� a► � r v�� L ks w t�l t�-�A I A. Measurament and Payment 1. When a pay item for Cathodic Proteet�on exists: a. Measurement �) This Item is subsidiary to Gathodic Protection construction. b. Payment 1) The wark pe:rformed and �naterials fixrnished in accordance with this Item are s�bsidiary to the lump sum price bid for "Cathac�ic Protection" for each material of utility pipe bid, and no other co�n.pe�sation will be allawed. 2. When a pay item for Cathodic Protection does not exist: \A, �• � � « „ [i t� rtr.,� pm . �'sn�'r�., i. .. C aa� i - ,--, - , - + 3. The price bid shall include: CFI'Y QF F�RT WORTH STANDARD CQI�ISTRUCTIOi�! SPBCIFICATION DOC[1MENTS Aevised Apri120, 2021 Npxth Tar•rvnt �kpress Segmenl3C Ulility Assem8ly 35W-U-0517 33 04 I D- 2 7D1NT BONDING AND ELECTRICAL ISDLATION Page 2 �of 8 1 2 3 4 S 6 7 8 9 10 11 Furnishing and installing Joint Bonding and Electrical Isolation as specified by the Drawings Mobilization Excavation Furnishing, placement, and compaction of backfill Field welding Connections Adjustments Testing Clean-up Start-upfC.omraissioning 12 1.3 REFERENCES 13 14 15 16 17 18 19 zo z� �.a� 22 1.5 SUBMITTALS 23 A. Submittals shall t�e in accordance with Section O1 33 00. 24 B. AlI submittals shall be approved by the City prior to delivery andlor fabrication for 25 specials. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 28 24 30 31 32 33 34 35 36 37 38 39 40 41 42 a. b. c. d. e. f. g• h. i. J• A. Reference Standards 1. Reference standards cited in this Specification refer to the current reFer�nce standard published at the time of the latest revision date logged at the end of this Speciiication, unless a date is specifically cited. 2. ASTM International {ASTM). 3. American Water Works Association (AW WA): a. C207, Steel Pxpe Flauges for Waterworks Service - Sizes 4 IN through 144 IN. �4. NACE International (NACE), ADMIN�STRATIVE REQUIItEMENTS [NOT USED] A. Product Data 1. Manufacturer's catalog c�t sheets shall bs submitted for each item. a. Include the manufacturer's name and provide sufficient information to show that the materials meet the requirements of the Contract Daeuments far: 1 } Flange Isolation 2} Bonding Clips for Concrete Cylinder Pipe 3} Petrolatuzn tape 2. Where more t�tan 1 item or catalog number appears on a catalog cut sheet, clearly identify ihe item proposed. B. Test and Evaluation Reports 1. Recard results for the Post-Installation Thermite Weld Inspection and submit to the City for approval priar ta backf'illing. 2. Recard results for laonded joint testing and submit to City for approval prior to backfilling. 3. Record results for the continuity test for casing to carrier pipe and submit to the Gity for approvai prior to backfilling. CITY OF FORT WOLiTH STANDARp CONSTRUCTION SPECiFICATION DOCUM�NTS Revised Apri120, 2021 No�•tl� Tarrant Express Segment 3C Ulility Assembly 35W-U-0517 330410-3 ]pINT BQNDING AND ELECTRIGAL ISOLATIOtv Pag$ 3 of 8 1 1.7 CLOSEDUT SUBMITTALS 2 A, Test results for electrical coniinuity, flange isolation and casing io carrier pipe isolation 3 shall be submitted to tbe City. 4 B. Results af all #esting are to be submitted to City for inclusion in the Q&M manual. S 1.S MAiNTENANCE MATERIAI. SUBIVITTTALS [NOT USED] b 1.9 QUALITY ASSiTRANCE [NOT USED] 7 1.1U DELIVERY, STORAGE, AND HANDLING �NOT USED] 8 � 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT LFSED] iD PART 2 � PRODUCTS 11 2.1 OWNER-FiTRNISHED PRODUCTS [NOT USED] 12 �.� MATERIALS 13 A. Joint Bonding and Electrical Isalation Materials to be incorporated into the project 14 include, but are not limited to, the following: 15 1. Electrical continuity bonds 16 2, Flange isolation assemblies 17 3. Casing spacers 1& 4, Casing end seals 19 B. Elec�rical Continurty Bands 20 1. Applications for ElectricaI Continuity Bonding include the following: 21 a. Bonding across bolted joint ass�mhlies 22 b. Banding across gasketed joint assemb.lies 23 24 2S z6 27 28 29 3� 31 32 33 34 35 3b 37 38 39 C, Flange Isolation 1. Required applications oi dielectric flange isolation assemblies include, but are nat limited to, selected locations where s�e�u piping is meehanically conn�cted to existing piping. 2. Gask�t a. Isolating and seal gasket b. G-10 Epoxy Glass rnaterial c, Rull face d. 1/8-inch thickness e. Use r�vith a minimum of 1 EDPM sealzng elezxzent placed in a tapered groove. f. NSF fsl certified g, A minimum of SOQ voltslmil c�ielectric strengtf� is required. h, Flange shall seal for the test pressure without leaking. 3. Sleeves a. Provide full length znylar sleeves. 4. Was�:ers a. Provide double G-10 washer sets. C1TY OF FORT WORTH STANDARD CDNSTRUCTION 5FECIFICATIQN DOCUMENTS Revised A.pl�l 20, 2021 North Tarrant Express Segm�nl3C Utl�iry ,4ssernbly 35W-U-0517 330410-4 101NT BDNDII�G AAf� ELECTRICAL ISOi,AT1DN Page 4 of 8 1 I � 3 4 5 6 7 2.3 1 i D. Casing Spacers 1. For piping installed in tunnels or cased crossings, install casing spacers �etween the piping and the easing or tunnelliner to provide electrical isolaiion in accordance with Section 33 05 24. E. Casing End Seals I. See Section 33 OS 2�4 for casing end seals. ACCESSORIES [1�TOT IISED] 8 2.4 SOUR.CE QUALITY CUNTROL [NOT USED] 4 PART 3 - EXECUTIUN 10 3.1 INSTALLERS [NOT USED] 11 �.2 EXAMINATIQN [NOT USED] 12 3.3 PREPARATION 13 14 15 16 I7 �Q 19 20 21 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 3� 40 41 42 � -�-�n ��;�.-- •- � �-��a - �e� -� �e� � � � 4.. � _ �it�'1TI�]Csi�/u�' , . - �:�� r • . .� - c. . L ' l .- - - -8-� , - ' � �' - . V • ..., .... .. ..- • t� ��;,. _. ..,, .. ...._.._.,. . . . • - Y:t-l�i�,e �9�i b�.3�e�ivr�es _ _ }. , ._ ' r�-�, �- � -- - - �i�r ' e�e� _ �' t�, ..� .. _ � „ .... � .� .. _ , . , � __ .:s..a:n,.i�., ��r..� .�.e _ _ .�� t-��.g�..,� ---- -- � : � -- � _ , .,f,,,,� ��...,�.., � ..a.� „�-,,..:ia .,+eer .,.,a c �a ��,...�.,.,e ,.,;�1 ,�a,k. ,. +� , � �e��s; � r_• _ _ . .• _� ...... .... .... �,. .._._... . �� . �., _ w . ,. ,•�,� ... .�._ �..___.._ C1TY OF FOI�T WORTH No�•!h Tarrartl Eapress Segmend 3C STANDARD CONSTRUCTION SPECIPICAT[ON UOCU3VIENTS Uiility fLssen�bly 35W-U-0517 Revised Apri120, 2421 330410-5 JOINT SONDING AND HI,ECTRICAL ISOLATION Pag� 5 of 8 1 { �` - �-F W�=�-+�` . =F�Y+ =tE , 2 . 3 � , , 4 �g�-a�� 5 �• -�+- . 6 , 7 � �� 8 !• . 9 - lO -- -.�-____. -L` �_' '" il 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 2 l_ Preparation of Ductile Iron Pipe %r Bonding 1. Install insulated bond wires as shown on the Dranvings. Electrical Bond Wires 1. Electrical band wires are ta be a minimum No. 4 A�JG, 7 stranded, copper eable with THHN insulation. 2. Remove 1 inch of THHN insulation from each end of the bond wire, 3. Thermite weld the bond wires to the pipeline. 4. Provide the minimum number af bond wires as shown on Drawings for steel or ductile iron pipe. Electrical Bon.d Clip Weld 3 ASTM 3&6 steel bonding clips, each appraximately Q.13 znches thick, 2.5 inches lang, and 1.25 inch�s wide, with 118-ineh fillet welds �o the bell and spigot of adjacent pre-stz-essed concrete cylinder pipe or steel pipe with rubber gasketed j oints. IVlanufacture clips to maintain continuity regardless of small deflections of fnished joints. 27 3.4 INSTALLATION 28 A. Installation of Electrical Continuity Bonds by Theranite Welding 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Inspeotion a. Use continuous bond wires with no cuts or tears in the insulation covering the conduetor. 2. General a. Attach bond wires at required loeatians �y thermite welding process. 3. Thermite Welding Methods a. Perfonn thermite welding of bond wires to piping in the fallowing maimer: 1) C1ean and dry pipe to which the wires are to be attached. 2) Use grinding wheel to remove all coating, miil scale, oxide, grease and dirt f'rom an area appraximately 3 inches square, a} Grind surface to bright metal. 3) Remove approximately 1 inch of insulation from eaeh end of wire to be thermite welded to pipe expasing clean, oxide-free copper for weIding. 4} Select proper size thermite weld mold as recammended by manufacturer. Place wire or strap between graphite mold and t�e prepared m�tal suriace. 5} Place metal disk in bottam of mold. Ci"i'Y OF FdRT WqRSH STANDARD CON3TRUCTION SPHCIFICATION I]OCUMENTS Revised Apri120, 2021 North Tcrrrant Express Segment 3C Ulafily ,2ssembly 35W-U-D517 330410-6 1QIiYT BpNDIF�IG AN� E�.ECTRICAL ISOLATION Page 6 of 8 1 6) Pour thermite weld charge into the mold. Squeeze bottom of cartridge to 2 spread ignition powder over charge. 3 7) Clase mold caver and ignite starting powder with f�int g�an. 4 8) A�er exothermic reactian, remove thermite �veld mold and gently strike 5 weld with a hammer to remove weld slag. S 9) Pull on wire or strap to assure a seeure connection. 7 10) If weld is not secure or the bond breaks, repeat proeedure with new wire. 8 i 1} If the v�eld is secure, caat all bare metal and weld metal with Stopaq CZ 9 tape. IO 4. Post-Installatian Tkermite Weld Inspection 11 a. Contractor is resp�nsible far all testing. 12 h. All testing is to be performed by or under the supervisian of certiiied NACE 13 personnel, 14 c. Visually examine each therrnite weld connection for strength and suitab�e l5 caatiug prior to backfiiling. 16 d. Measure resistance through selected bonded joints vu�ith a digital low resistance 17 oh�um�ter (DLRO). 18 1) Resistance of 0.001 ahms or less is acceptable. 19 2) If the ahove procedure indicates a poar quality hond connection, reinstall 20 the bond. 2l 3} Recard. results and submit to the City for approval prior to backfilling. 22 5. Backfilling of Bon.ded Joints 23 a. Perform backf'�lli�g of bonded piping in manner that prevents damage to the 24 �onds and all connections to the metallic struct�ures. 25 b. Use appropz�ate backfill material to completely cover the electrical bond. 26 c. Provide protection so that future construction activities in the area will nat 27 destroy the bonded connections. 28 d. If construciion activity damages a bonded connection, install new bond wire. 29 30 31 32 33 34 35 36 37 38 39 B. Installation of Pipeline Flange Isolation Devices 1. Placement a. Install isolation joiz�ts at the Iocatians shawn on the Drawings. 2. Assenibly a. P1ace gasket, sleeves and washers as recommez�ded by the manufacturer. b. Follow manufacturer's reenmmendations for even tightening ta praper toz�que. 3. Testing a. Imtnediately after an electrical isotation fitting has been installed, contact the Gity to perform testing %r electrical isolation effectiveness. 4. Painting a. Do not use metal base paints on electrical isolatic�n de�iees. 4� 5. Encapsulation 41 a. Encapsulate helow-grade isolatian joints with the DensQ Dez�syl Tape system 42 after the isalativn joint �as been tested for efFectiveness. 43 44 45 46 C. Installation af Casing Spacers 1. Casing spacers shall he installed in accordance with Section 33 OS 24. D. Installation of End �eals 1. End seals shall be installed in accordance with Section 33 05 24. C1TY OF FORT WORTH Nor1H Tarrant Ezpreas 5egmen! 3C STANpARD C�NSTRUCTION SPECIFICATiON DOCLJMENTS Utiliry Rssemb/y .�SW-U-0577 Revised Apri) 20, 2021 a�oaio-7 ]OINT BONDING AN� ELHCTRICAL ]50LATEON Page 7 oF 8 3.� REPATR 1 RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT iTSED] 3 3.i FIELD QUALITY CONTROL 4 5 6 7 8 4 10 11 iz 13 14 15 A. Testing of Jaint Continuity Bonds and Isolatinn Joints 1. After the com�Ietion of the cantinuity bonding of individual j oints, but befare the pipe is backf'�lled, each bonded joint shall be tested for electrical con�inuity. 2. A DC current shall be impressed on the pip� on 1 side of the j�int under test using a portable 12-volt battery a�.d a driven ground rod. The battery shall be connected such that fhe positive terminal is connected to the ground rod and the negative terminal is connected to the pipe section under test. The magnitude of test current is not important as long as it causes a change in pipe-to-soil potential on tha section af pipe that is in the test curr�ni circuit. 3. The pipe�to-soil potential sha�1 be measured an each side of the isolation joint usi�ag a high impedance valtineter and portable eopperlcopper sulfate reference electrode witli ihe test current "an" and "ofF. 16 4. A joint is considered electr�cally co�t�nuaus if the "o��" and "off patentials are the 17 same on either side of the joint under test. 18 S. This same procedure shall be us�d to test indi�idual isolation joints except that the 19 jaint is considered effective if the pipe-to-sail patential is nat the same when 20 measured on each side of the joint wh�n the iest cu�rent is "on", 21 6. Record results and submit in accordance vvith this Speciiication. 2� 23 24 25 26 27 28 29 30 31 B, Casing to Carrier Pipe Isolation Tests 1. Immediately after the pipe has been instal�ed in the casing, but prior to connecting the line, make pipe available for testing and contact the City to perform an electrical eontinuity test to determine that the casing is eleotrically isolated frazn the pipeline, 2, The continuity test shall be £ully dacuznented and approved by the City prior to backfilling. 3. Record results and submit in aecordance with this Specification, 4. If the electrical isolation between earrier pipe and casing is not effective, the cause sl�all be immediately investigated and the situa�ion remedied. 5. Under no circumstances shall a shnrted casing be backf'illed. 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJi7STING [NOT U��D] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEQUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT iTSED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 END OF SECTI�N C1TY O�' FORT VJ012TH 9TANDARI3 CONSTRUCTION SPECIFICATION DOCUMENTS Revised Apri12D, 2021 Narllt Tarr•ant E�press Seglnenl3C Ut[lity Assembly 356Y-U-0517 33D410-8 JOINT' BQNDIIVG ANd HLBCT'1t1CAL ISOLATIpN Page 8 of 8 Revision Log DATE NAME SiIMMARY �F CHANGE 12/24/2012 D. JoEu�son 2.2.0 - Modified materia] specifcations for gaskets, slee�es and wast►ees CITY OF FqRT WORTH Nar11r Turrant Express Segment 3C STANDARD CO3VSTIil1C`i'IQIV SPECIFICATION DOCUMEi�lTS Utility Assembly 35W-U-0517 Revised Apri120, 2021 330411-1 CQRR(]SIqN CONTRpL TE57' STATIONS Page t af7 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 S 9 10 1l 12 13 14 15 16 17 18 19 20 21 SECTION 33 0� 11 CORROSION C�NTRQL TEST STATIONS A. Sectian Includes: 1. Test station materials and installation requirements, as shown on the Drawings, at: a. Foreign pipeline crossings b. Cased crassings c. Belorv-grade pipeline electrical isolatian joints 2. Required appiications of corrosion control test s�ations include locations where future testing is anticipated for the following reasons: a. Tesxing to determine the effectiveness of the installed Cathodic Protectian systems and to allow for startup adjustments b. Testing ta de�ennine interference effects from and on ad�acent or crossing foreign underground structures c. Testing to determine sour¢es and magnitude af stray DC cuirent5 and reguired mitigativa measures d, Pe�•iodic monitori�ig to dete►rnine status ai existing Cathodic Protection systems, stray current and foreign Iine influenee B. Deviations from this Ciiy of Fort Worth Standard Specification 1. None. 22 C. RelaEec� Specificatioii Sectians include, but are nat necessarily limited to: 23 ; ,- - - �i �� a _:. �.�, .. , � � - .. i�..,..� ,: _�; 24 t n � 25 -� Division 1— General Requi�•ements 26 .. ;.F,t ' �.y - +,f;: . ....... � .�' - .:�u '�. � . . _ � , 27 I.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Measureinent 30 a. This Item is considered subsidiary to the Cathadie Protection construction. 31 2. Payment 32 a. The work perfoi�rned and the materials fui�nished in accordance with this Iteir� 33 are subsidiary to the lump sum price bid far "Cathadic Prateetion" for each 3� material of utility pipe bid, and no other compensation v�+ill be allowed. 35 1.3 REFERENC�S 36 A. Reference Siandards 37 1, Reference standards cited in this Specification refer to the current reference 38 standard published at the time af the iatest revision date lagged at the end of this 39 Specification, unless a date is specifically cited. 40 2. NACE lnternatianal (NACE). CITY OP FORT WORTH Noe•fh Tarr•ant ExpressSegment 3C STANDARD CpAISTRUCTIpN SPECIFICATIOIV DOCU1bSENT$ U!/Irty Assernbly 35W-U-0517 [te�ised April2p, 2021 330411-2 CORRO310N CONTR4L TEST STATIONS Page 2 af 7 1 1.4 ADNIINISTRATIVE REQUIREMENTS [NOT USED] 2 1.S SUBMITTAL� 3 A. Submittals shall be in accordance with Section O1 33 00. 4 B. All submittals shall be approved by the Ciiy prior to e�eIivery andlor fabrication f.or 5 specials. 6 1.6 ACTI01�1 SUBMITTALSCIIiTFORMATIONAL SiTBNIITTALS 7 8 9 ID 11 12 13 14 I S Li CLOSEOUT SUBMITTALS l6 A. Structura-to-soil poteniial data shall be submitted to the City. 17 1.8 N�AINTENANCE MATERIAL SUBMITTALS [liTOT US�D] 18 1.9 QUALITY ASSURANCE 19 A. Certifieations 20 1. Provide manufacturer's cer�ifications fhat alI components of the corrasion contral 21 system meet the requirements nf the Contract Docurnents. 22 a. The certification shall referenee the applicable Sectian of the Specifieations and 23 the applicable standard details. 24 B. Inspection 25 3. The City may, at its own cost, inspect the Cathodic Protection materials prior ta, or 26 during, installation. 27 28 29 30 3I 32 33 3�F 35 36 37 38 39 A. Product Data 1. Submit product data for all components of the Corrasion Contral Test Stations. Data submitted shall include: a. Test Station b. Wiring c. Splicing materials d. Thermite �veId materials e. Weld coatings C. Drawings 1. The drawings for the corrosion cant�•ol test sta#ions are diagraminatic and shall not be scaled for exact locations, unless s�ales are explicitly stated an the specific drawing. 2. Field conditions, conflicts with other utilities or rnechanical and structural features shall deternaine e�act lacatians. 3. Contractor shall note other existing uiilities in tl�e area and ciuring excavation, sha11 not damage �hese utilities. 4. Any darnaged utilities shall he repaiy�ed to the satisfaction of the City at the Contractor's exp�nse. 1.10 DELNERY, STORAGE, .AND HANDLING A.Delivery 1. Coordinate the delivery oftest station �naterials. CITY OF FqR'F WORTH STANDARD CQNSTRUCTIOi+! SPECiF�CATION DOCUIViENT5 Revised April 20, 2Q2I Nor•1h Tarrarrl �xpr•ess Segu�ent 3C �INlity Asseinbly 33W-U-0517 33U41E-3 CORR0510N CDA]TROL TEST 5TAT10NS Page 3 of 7 1 B.Storage and Handling Reyuirements 2 1. Secure and maintain a IocatiQn to store the material in accordance with �ection Ol 3 66 00. 4 C.Packaging Waste Management 5 1. Dispose of waste materials properly and remove from job site a$er installation is b complete. 7 l.l l FIELD [SITE] C�NDITIONS [NOT IISED] 8 1.12 WARRANTY [1vOT USED] 9 PART � - PRODUCTS 10 2.1 OWNER-FURNISHED �oR] OWPTER-SIIPPLIED PRODUCTS [I�TOT USED] ]1 12 13 1� 15 16 17 18 �9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3$ 2.2 MATERJALS �. Flush Mount TeSt Stations 1. Tes# stations shall consist of test wires, a teiminal head and a traffic bax as shawn on the Drawrings. 2. The terminal head shall be a 7 terminal "Big Fink" as manufactured by Cott Manufacturing Company or approved equal, 3. The test station sha11 he install�d in a 24-inch x 24-inch x 6-inch concrete pad, 4. The Precast Cancz•ete traffic box shal� be a 10.25-inch diameter 3-RT with a cast iron cover marlced "CP Test" as manufactured by Brooks Products, In�. or appro�ed equal. 5. Install a maxl�er sign adjacent to all flush-mounted test stations. B. Above-Grade Test Stations 1. At test statioi� locatioi�s where flush mounted structures ca�mot be installed, or where stated on Drawings, an above-grade test station shall be used, and placed such that possible damage from vandalism, traffic, etc. is minimized. 2. The test stati.an shall be a 7 terminal "Big Fink" as manufactt�red by Cott Manufacturing or appro�ed equal, 3. The `Big Fink" test station shall be mounted on a 5 foot length of 3-inch diameter UV-resistant plastie conduit in populated locations, and inaunted on a S foot Iength oF 3-inch diameter concrete �lled galvanized steel conduit in �ow population locations. 4. The test station shalI be installed adjac�nt to a permanent structure, ifavailable, for physical prote.c#ion. a, [f exposed to trat'fie, provide a frangible base for test station. 5. Th� interioc of the test statian conduit shall be filled with Portland cement concrete after the installation of the test and bond wires. 6. The test station conduit shall be installed with a 24-inch x 24-inch x. 6-inch concz•ete pad. 39 C. P�rmanent Reference Electrodes C1TY OF FORT WOIiTI-f STANDARD CONSTKUCTIdN SPECIPICAT[(7N bOCUMEAITS Re�ised Apri120, 2Q21 Norih Tur�•pnl �press Segr�renl3C Utili�j� Assetnbly 35W-LI-D517 33041I-4 CORIiqSiQN CONTROL TEST STATIONS Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 S4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1. The permanent reference electrode shall be a copper sulfate Permacell Qlus double memhrane ceramic ce11 in a geomembrane package as manufactured by Corrpro Companies, Inc. ar approved eyual. 2. Equip with No. 14 AWG stranded copper wire with blue HMWPE insulatian of suitable length to attach to the terminal board of the test sfation, D. Test Station Lead Wires 2. 3. 4 Test station lead wires of ail sizes shall i�ave TW, THW, or THHN inse�lation as shown on the Dra�+ings. Insulation type shall be color coded based upon connection to unc�erground structures. a. Pratected pipeline: white b. Foreign structures: red c. Steel casings: yeIlaw d. Pe�-manent reference c�lls: blue e. Anode header ca�le: biack (HMWPE) f. LTnprotected or existing pipeline: black (HMWPE} Test station lead wires shall be terminated on the test station terminal board utilizing crimped ou saIderless ring terrninals. All terminal boards shall be wired by the installer as shown on the Drawings. E. Thermite Weld Equipment 1. Charges and Molds a, Weld charges and mold size shall he specified by the manufacturer for the speci�c surface configuration. b. Use only tlie carrect charges far the specific application. c. W�lding cha�•ges and malds shall be Erico, Cadweld or Continental [ndustries Thermoweld. 2. Weld Coating a. Coat weld with Stopaq CZ tape or approved equaL 29 �.3 ACCESSORIES [liTOT �TSED] 3� 2.4 SOURCE QUALITY CONTROL [NOT USED] 3I PART 3 - EXECUTION 32 3.1 INSTALLERS [NQT USED] 33 3.� EXAMINATTON [NOT USED] 34 3.3 PREPARATION [1�TOT USED] 35 3.4 APPLICATION / INSTALLATION 36 37 38 39 40 41 Install test stations at each af the }acations scheduled on the Drawings. At a minimum, test stations are requit•ed at each of the following loeations: a. At all major underground metallic pipeline crossings b. Ai all cased crassings and tunnels (both ends) c. At all underground isolation flanges d. At all magnesium anode ground bed locations CITX OF FQRT WDRTH STANDARD CONSTRUCTIQN SP�CIFICATION DOCUMEN7'S Revised Apri120, 202 i Norlh Tmrant �'xpress 5egnrend 3C Uiilify Asse»ably 35W-U-D517 33 DA l 1- 5 CdRl20510N CONTROL TEST STATIONS Page 5 of 7 B. General 2 3 4 5 6 7 8 9 ]0 11 12 13 14 15 16 17 �8 19 20 21 22 23 �4 25 2b 27 28 2� �a 31 32 33 34 35 36 37 3$ 39 40 41 42 43 44 45 1. Install test statians at locations indicated on Drawings. a. If a flush maunted test station is not feasible in a particular locatian, then an above-grade test station ma� be used, subj�ct to appro�al by the City or its designat�d representaiive. 2, Use continuaus test station lead wires without cuts or tears in the insula�ion. 3. Locate test stations as indicated an Drawings, as close to the pipe as possible. a, If the pipe is installed under a road, place the test statian at the curb for easy access, �+. Attach test lead wires to #he pipe by therrnite welding. 5. Attach test vvir�s to the pipe prior to back�lling. 6. Use color coded test wires as indicated on the Cantract Docu.ments. 7. Wire test station terminal board eonfigurations as shown on the Drawings, 8. At farei.gn pipeline crossing test stations: a. Notify #�e owners af the pipeline and abtain permission before the test leads are connected to their pipeline. h. The �oreign pipeiine owner should have a representative present. c, Con#ractor shall not install lead wires or bond wires on fo�•eign pipelinEs. d, If foreign pipeline owner refuses test leads connected ta their pipeline, then document owner's refusal and install potential test station on water main. e. Document the ownet•'s contact name, phone number, email address and date of contact. f. Submit documentatian to the City or its designated representative. C, Flush-Mount Test Stations 3, 4. 1. lnstall as shawn on the Drawings. 2. Sufficient slack shall be coiled heneath the test station to allow for soil settl�ment and to prevent damage to the leads during backfilling. a. Additional slack shall be left to allow far withdrawal of the terminal boa�•d a minimum of 1$ inches above the top of the precast concrete traffic box far test pu�os��. Install with p�rmanent copper sulfate reference electrodes where indicated on the Drawings. a. Install permanent reference electrode approximately 6 inches frozn the pipe. b. Compact native soil by hand arouiid the electrode, c. The balance af the backfill shajl ba select granular backfill m.aterial. d. Saturate the back�lled permanent refe�•enca eIectrode wi�h 5 gallons of water. Set test stations installed autside areas of permanent paving materials in a Portland cemenf concrete pad. a. The concrete pad shall be a minimum of 24 inches square and iio less than 6 inches thick. D. Above-Grade Test Stations 1. Install above-grade test stations where a flush mounted test station cannot be locateci. 2. Use and locatian of a6ove-grada test stations shall be appro�ed by the City or its designated representative. CITY OF FORT WQRTH STANDI�RD CONSTRUCTION SPECIFICATION DQCUMENTS Revised Rpri12D, 2021 Norlh Tar•r•an! Expr•ess Segnienl3C U1Nrry Assern&!y 35W-U-0517 33Q411-6 CORROSION CONTRUL TEST STATIONS Page 6 of 7 1 3. 2 3 4. 4 5 S. b 7 6. 8 4 10 Il l2 13 14 15 16 ]7 1$ 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 Lacate test statian adjacent to a permanent structure (e.g. a power pole), if available, for physical protection. Coil suffcient s�ack beneath the test station to ailow for sail settlement and to pr�vent damage to the leads during backfilling. Fot�r a 24-irtch x 24-inch x G-inch cQncrete pad at grade around th� test station conduit. Fill the �nterior of the 3-inch above-grade te�t station sieel galvanized conduit with PortIand cement concrete after installatian af tlae test stations wires. E. T�;st Lead Wire Attaehment 1. Attach test leads to the pipe by thermite welding directly to the pipe on steel and ductile iron pipelines as shown on Drawings. a. See Draw�ings. 2. The pipe to which the wires are to be attached shall be clean and dry. 3. When connecting directly to fhe pipe, use a grinding wheel to remove all caating, mill scale, oxide, grease and dirt from an area approximately 3 inches square. a. Grind the sur�'ace to bright metal. 4. The wires to be thermite welded to the pipe shall have approx�mately 1 inch of insulation removed fram each end, exp.osing ctean, oxide-free copper for welding. 5. Using the prop.er size thermite weld mold as recommended by the manufacturer, place the wire between the graphite mold and the prepared metal surface. a. Use a copper s�eeve crimped over the wire for all No. 10 AWG or smaller wires. 6. Place the metal disk in the bottom ofthe mold, 7. Pour the the�nite weld charge into the tnold. 8. Squeeze the bottom ofthe cartridge tQ spread ignition powder over the charge. 9. Close the mold cover and ignite the starting powder with a flint gun. 10. After the exotheytir►ic reaction, remove the thermite weld mold and gently strike the weId with a hammer to remove the weld slag. 11. Pull ort the wire to assure a secure eomiection. 12. lf the vveld is nat secuee ox the wire breaks, repeat the prncedure. 13. If the weld is secure, coat all bare metal and weld metal with Stopaq CZ tape. F. Past Cnstallation Backfilling of Test Station — Lead Wires 1. Protect test station wires to prevent darnage ta the wire insulation and eonductor integrity during backfilling, 2. After completion of the backfilling of the test wires to the pipe, verify the connection by measuring and recording a pipe-to-soil potential. 3. Replace any test wire found to have a high resistance connection. 38 3.� REPAIR / RESTORATION [NOT USED] 39 3,6 RE-INSTALLATIUN [NOT iTSEDj 40 3.'� F�ELD QUALITY COIiTTROL 41 A. All test stations shall be visually inspected during the final vvalk through. CiTY OF FORT WOR'I'H Narth Tarrant Express 5egu�enf 3C STANDARD CONSTRUCTIOt�f SPECIFICATION DOCUMENTS Uli7rt��/{ssernbly.35W-U-0517 Rcvised April 2Q 2021 330411-7 CORR�SION CONTRQL TGST STATIONS Page 7 of 7 1 2 3 4 3.� 5 6 7 8 9 !0 11 12 13 14 15 16 17 18 I9 3.9 20 ►� B. Materials or instal�ation work not conforming to the requirement af this Specification shall be replaced or repaiz�ed to tk�e City's satisfaction. C. Dainaged or missing test station components shall be replaced by equal campone��ts. SYSTEM STARTUP A. Commissioning I. Native state sh-ucture-to�sail potentials shall be aequired along the water main and submitted to the City. B. Method 1. Measure na#ive state structure-to-soil potentials along the water line using a portable reference electrode at the follnwing loeations: a. Eaci� test station b. Abo�e grade pipeline appurtenances c. Test stations on foreign pipelin�s crossing or parallel to th� water main. 2. Verify that all electrical isolation devices are operating progerly including flange isolators and casing spacers. C. Contractor is responsible for all testing. D. Ail testing is to be done by or u�de�• the supeivision �f certified NACE personnel. E. Record results and submit in accordance with this Specification. ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.I1 CLOSEOUT ACTIVITIES [NOT IISED] 22 3.1� PROTECTION [NOT USED] 23 3.13 MAINTENANCE 24 ` ' 25 26 27 END OF SECTIOI�i Revision Log DATE NAME SUMMARY OF CHANGE ] 2/20/2012 D. Johnson 2,2.D.2 — re�ised insulation colot coding 28 3.14 ATTACHMENTS [NOT US�D] CITY OF FORT WORTH STANDAAD CQI�STRUCTIOI� SPECIF]CATION BOClJMENTS Revised April 2D, 2021 Nor•!h Tat•rant Expr•ess.Segment 3C Utilily Rssein8ly 33W-U-0517 33D412-1 MAGNESNM ANODE CATHO�IC PRQTECTION Page of 12 � SECTION 33 O�d 1� MAGNE�IUM ANQDE CATHODIC PROTECTION PART 1 W GENERAL 1.1 SUIVIMARY 0 A. Section Includes: 1. Requirements for Cathodic Protection Systems on concrete cylinder pipes, carban steal pipes and ductile iron pipes using Magnesium Anodes 2. The Cathodic Protection Sy�tem shall include, but nai �e lizaaited to the fallowing: a. Materials and installation b.. Post-installatian survey c. Final Report to include recozx�mendations B. Deviations from this Ciiy of Fort Worth Stan.dard Specification 1. None. C. Related Sgecificatio� Sections incluc�e, hut are not necessarily liznited to: _—.�_ � - _ - ..� s _ I� . L�. G � - _� Divisionl — General Requirements Section 33 OS 26 — Utility Markers/Locators 1.2 PRICE AND PAYMENT PROCEDiTRES A. Measurement and Payment 1. Measure a. Measurement for this Itezn shall be by lump sum. 2. Payment. a. The work performed and mat�rials furnished in aecordance with this Item shall be paid for at the Iurnp sum price bid for "Cathodic Protection" for each material af uti3ity pipe bid. 3. The price bid shall include: a. Mobilization b. fknode groundbeds c. Anode test stations d. Excavativn e. Furnishing, placement, and compaction of bacfcfill f. �ield welding g. Connections h. Adjustments i. Testing CITY OF FORT' WORTH Nortl� Tarrant Eapress Seg�ttent 3C 5TA3VDARD CONSTRUCTION SPECIFICATION DpCUMEl�T3 Utrlidy Assembdy 35�Y U-0317 Revised Apri120, 2021 33 oa �a-a MAGNESIUM ANODE CATHODIC PROT�CTIQN Page of 12 j. Clean-up k. Siart-up/Commissior�ng I.3 REFERENCES A. Abbreviations and Acranyms 1. AWG: American Wire Gauge 2. CSE: Copper/Copper Sulfate Reference El�ctrode 3. HMWPE: Hi.gh Molecular Weight Polyethylcne B. Definitions 1. Anode: The eiectrode of an electrochemical cell at which oxidation occurs. 2. CablelWire: One conductor or multiple conduetors insulated fram one another. 3. Cathode: The electrode of an electrochemical cell at which reduction is the principal reaction, 4. Cathodic Polarization: The change of electrode potential in the negative direction caused by dzrect current {DC) flow acrass the electrodelelectrolyte interface. 5. Cathodic Protectio.n: A technique used to reduce the corrosion of a metal surface by making that surface the cathode of an electrochemical cell. fi. Corrosion: Degradatian of a material, usually a metal, that results from a reaction with its environment. 7. Corrosion Control Engineer: NACE certified, licensed engineer in the state of Texas, employed by a Corrosion Engineering Firm. 8. Corrosion Eng.ineering Firm� Engineering firm in charge af the carrosion protection design on behalf of the Contractor. 9. Criterian: Standard for assessxnent of the effeetiveness oi a Cathodic Protection System. 10. Current: Flow of eleciric charge. 11. Electrode; A conductor used to establish coniact with an electrolyte and thraugh which current is traaasferred to or from an electrolyte. 12. Electrolyte: A chemical substance containing ions that inigrate in an electria field (i.e., sdil or water}. 13. Foreign Structure: Any metallic strttctuare that is not intended as a park of a system under Cathodic Protectian. 14. Galvanic Anode: A metal that pravides sacrificial protection to another metal that is less active {zx�,ora �able) when electricalIy coupled in an electrolyte. 15. Interference; Any electrical disiurbance on a metallic structure as a result of stray current. 1 b. Fipe-to-Eleetrolyte Potential; The potential difference between the pipe and the electrolyte that is measured with reference to an el$ctrode in cantact with the electrolyte. Cl'T'Y OF FORT WORTH Nortli Tarrant E�press Segtnenr 3C STANDARD CONSTRUC'I'fON SPECIFICATION dOCUMEIITS tilility Assembly 35YV-U-OS17 Revised Ap�7120, 2021 330412-3 MAGNESII]M ANODE CA7`HODIC PROTEG7'ION Page of 12 17. PQlarized Potential: The potential across the structure/electrolyte interFace that is the sum of the free corrosion pot�ntial and tke cathodic polarization 18. Reference Electrode: An electrode wk�ose open-c�rcuit pnter�tial is constant under si�niIar condit�ons of ineasurement and is uscd to measure the xelative potentials of other electrodes 19. Stray Current: Current flow thraugh paths ather than the intended circuit. 2d. Valtage: Electromvti�e force or difference in electrode potential expressed in volts. C. Reference Standards 1. NACE International {NACE). 1.4 ADMINiSTRATIVE REQUIRENIENTS [NOT USED] l.a SUBMITTALS A. Submittals shall be in accordance with 5eciio�. O1 33 40. S. A11 submittals shall be approved by the City priar to delivery, 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBIVIITTALS A. Product Data 1. Submit praduct data for all cornponents of the Ca�hodic Protection System. Data submitted sha11 include: a. Anodes b. Anode Test Stations c. Wiring d. Splicing Materials e. Thermite Weld Materials f. Weld Coatings 1.'� CLQSEOUT SUBMITTALS A. The results af all testing procedur�s shall be submitted to the Engine�r or the City for review and approval. Testit�g information required includes: 1. Anode groundbed current ou�puts 2. Pipe-to-soil potentials 3. Results of in�erference testing 4. Results of electrical isolation joint tests 5. Operating and maintenance instruetions B. Results of all iesting are ta be subulitted to Owner for inclusion in t�e Q&M manual. C. Provide written docuTnentatian from the Corrosion Control Engineer of any deficiencies discovered during the post installation inspection. 1.$ MAINTENANCE MATERIAL SUBMITTALS [NOT iJSED] CITY QF FDRT WORTH Norfk Tarr•ant Eapress Segme�tt 3C STANDARD CONSTRUCTIDN SPECIFICATION DOCUMENTS Utiliry fLssemGty 35W-U-dS17 Revised Apri120, 202 f 33 04 I2 - 4 MAGNBSIUM ANODE CATHODIC PROTECTION Pa$e of 12 1.9 QUALITY ASSURANCE A. Qualifications 1. Cathodic Prntection installer shall show adequate documented experience in the iype of Cathodic Proiection r�vork required for tl�e project. S. CertiFieations 1. The Cantractox shall, upon request by City, furnish manufacturer's certified test reports that indicate that anodes meet Specifications and that all tests have been performed in accardance wit}� tl�e applicable standards. 1.10 DELIVERY, STORAGE, AND �iANDLING A. Delivery of Cathodic Prntection materi.als shall be coordinated by the Contractor. B. Starage and Handling Requirements 1. Secure and maintain a location to store the mat�r�a1 in accordaz�ce with Section O I G6 00. 4 C. Packaging Waste Management 1. Dispose of anode and thermite weld material packaging properly and r�move from the job site after installation is complete. 1.11 FIELD [SITE] CONDITIONS (NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRQDUCTS 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPROD�JCTS [NOT USED] 2.21VIATER�ALS� A. Sacrificial Anodes - Magaesium 1. Ma�nesium Anodes a. Use high potential prepackaged Magnesium Anodes. b. The metallurgzcal composition of the Magnesium Az�.odes shall conform to the following; Element Content �(%) �l a.al M� a.�a to i,�o Cu 0.02 Maximutn Ni 0.001 Maximum C[TY OF FpRT WORTH Nor1h Tarrant Fa�pr•ess 3egmeizt 3C STAIVT}ARD CONSTRUCTION SPECIFICAT[ON DOCUMEI�ITS Uiiliry,4sse�nBly 35W-U-0517 Revised April 2D, 2021 33Q412-5 MAG�ESIUM ANODE CATI30DiC PRqTEC7"TON Page af 12 Fe 0.031VIaximum Other 0.05 Each ox 03 Maxim�m {Total} Magnesiuin Rem�inder 2. Magnesium Anode Current Capacity a. Magn.esium Anndes require a current capacity of no less than SOQ azx�p-hours per pound of magnesium. Anode Back%11 Material a. Use chemical bac�fill material around aIl galvanic anodes. b. Backfill pro�ides a reduced contact resistance to earth, pro�vides a uniform environtnent surrot�nding the anode, retains tnoisture around the anode and prevents passivation of the anode, c. All galvanic anodes shall came prepackaged in a back�ill material conforming to the following composition: 1} Graund hydrated gypsum: 75 percent 2) Powdered bentonite: 2� percent 3) Anhydrous sodium sulfate: 5 percent 4) Have a grain size hackfill such that l Op percent is capahle of passing thraugh a 20-mesh screen and SO percent is retained by a 100-mesh screen. d. Completely surround the anode wzth the backfill mixture within a cotton bag. e. For casi magnesium ingots, the requirerl weight of backfill shall be as follo�vvs: Auude Weight (Pounds) Backfll Weight Total Weight (Pounds) (Pounds) 17 44 61 20 50 70 32 58 9� 40 65 105 48 48 95 60 70 130 4. xnode Lead w�es a. �'or the lead wire for the Magnesium Anodes, use a 10-foof Length of No. 12 AWG solid copper wire equipped with TW of THW insalation. 5. Lead Wire Connection to Magnesium Ar�ode a. Cast Mag:nesium Anodes with a 20 gauge galvanized steel core. b. Extend 1 end of the care beyond the anode for the 1eac� wire connection. c. Silver-salder the lead wire to the eore and fully insulate the connec�iQn. B. Splieing Tape CIT1' �F FpRT WQRTH Nartl� Tarrant F.xpress 8eg1�e�T13C 3TANDARD CaNSi'RUCTION SPECIFICATION DOCiIMBNTS Utility ttssem6ly 35W-U-0517 Revised April 20, 2Q21 33aa�z-6 MAGN�SiUM ANODE CATHODIC PROT�CT]ON Page of 12 1. Tape used for covering anode lead wire to �node header cable connections shall be 2layers of Scotch 130C rubber splicing tape, then 2layers of Scoteh 8$ vinyl electrieal tape as manufactured by 3M Scotck�, ar appro�ed equal. 2. Taped splices shall be cavered with a coating of 3M �cotchlcote electrical coating, or approved equal. C. Crirr�.ping Lugs 1. Crimping lugs used to connect the anode lead wire ta anode header eable shall be nopper compression eriznpit Catalog No. YClOC10 as manufactured by Bumdy, ar approved equal. D. Anade Header Cable 1. Anode header cables rauted between the anode groundbed and the test stations shall be #10 AWG starauded copper conductors with type HIvIV�PE insulation (black}. E. Anode Test Stations I. Test stations shall consist of test wires., a teriminal head and a traffic box as shown on the Drawings. 2, The terminal box shall be a'1 terminal NM-7 with cast iron lackable Iid as zxzanufactured by CP Test 5ervices, or approved equal. 3. The Precast Cancrete traffie laox shall be a 10.25-inch diameter 3-RT with a cast iron cover nnarked "CP Test" as manufactured by Brooks Products, Inc, or appraved �qual. A�. �f the area is not paved, the test station. shall be installed in a 24-inch x 2�4-inch x binch square concrete pad, 5. Install a marker sign adjacent to all flush-mounted test stakions. F. Shunt I. Monitoring shunt sb.all be a 0.�1 ohm Type RS shunt as manufactured hy Holloway, or approved equal. 2. There s�all be at least 1 shunt in each Magnesiurn. An.ode test station. G. Test Lead Wire � 1. Test statian lead wire� shall be #12 AWG stranded copper eable with type TW, THW or TII�IN insulation, black in color. H. Permanent Refarence Electrode 1. The permanent re%rence electrode shall be a capper sulfate Permaceli Flus double membrane ceramic cell in a geam�mbrane package, as manufaetured by Corrpro Campanies, Inc., or appro�ed equal. 2. The permanent reference electrode shall he equipped with No. 14 AWG stxanded copper wire with blue HMWPE insulaiion of suitahl� Iength to aitach to the terminal �oard of khe test station. I. Marker Sign CITY OF FORT WORTH Nar•th TcrrYant Expr•ess Segmenl3C STA7VDARD CONSTR[]CTION SPECiFICATI(3N DOCUMENTS Utility .4ssembly 35W-U-OS17 Revised Apri126, 2021 33Q412-7 MAGN�SNM A[�IO�E CATHODIC PROTECTION Page af l2 I. Provide marker sign in aacordance with 5ection 33 05 2C. 2.3 ACCESSORIES [NOT [TSED] �.4 SOURCE QUAL�TY CONTROL [NOT USEDj PART 3 - EXECUTYQN 3.1 Il�ISTALLERS [N�T US�:D] 3.� EXAMINATION [NOT USED] 3.3 PREPAItATTON [NOT USED] 3.4 INSTALLAT�ON A. Installation of Sacriiicial �lnodes 1. Flacement a. Each anode shall be installed vertically in a I 2-inch diameter by 10 foat deep hole ox by trench maintaining tke sarne spacing as shawn on the Drawings. b. Centerline of the anode shall be at a minimiun of 10 feet from the centerline of ihe pipe. c. Anodes shall be irastalled within the pipeline right-of-way. 2. Augured Hole a, The anode hole diameter sl�all easily aceommodate the anode. 3. Backfilling a. After the hole is a�gured, the packaged anode sha11 be lowered intn the hol� and the soil shall be firnaly tamped around the package so that it is in intimate contact vvith the packag�. h. Pour a minimum of 5 gallons of water into the anode hole. c. Backfill the remainder of the anode ho1e. 4. Anade Lead Wire a. Lead vvires from the anodes shall be run underground at a minimum depth of 24 inches. b. Each anode lead wire shall be cannected to an anode header cable as indicated on the Drawings. 5. Handling � a, Anodes shall be handled in a manner that wili avoid damaging az�ode xnaterials and wire conn�ctions. B. Installation of Permanent A�ode L Location a, Installl permanent copper sulfate referenc� electrode at each anode ground bed. CITY OF FORT WdRTH North Tarrant F.�press Segmext 3C STANDARD COi�[STRUCTION SPECIF'ICATIDiJ DOCUM@N7'S Ulility,4ssembly 35YV-U-0517 Revised Apri12d, 2021 330412-8 MAGNESIUM ANOIIE CATHQAIC PROTECTION Page oF 12 b. The permanent reFerence electrode shall be within 6 inches of the pipe at pipe depth. c. Prepare and install the permanent reference electrode in strict accordance with the tnanufacturer's reca�ntnendations. 2. Placement a. Place the permanent reference electrode in the same ditc� with the water line and carefiilly covered with the same soil as the pipeline bacic�ill. 3. Lead Wire a, Pratect the permanent reference electrode lead vvire during back�ll operations and route to the test statian along with the water line iest leads and anode ground bed cables. C. Installation of Wire and Cable 1 _ Depth a. All underground wir� and cable shall be installed at a minimum af 2� inches below �nal grade with a mix�imum separation of b inches frozn other und�rgroun.d structures. 2. Anode Header Cable a. Each anode lead wire shall be connected to a#�10 AWGIHIvIWPE header cable which sha.11 be routed inta a flush-to-grade test station. 3. Anode Lead Wire to Header Cable Connection a. Eack anode lead vvire to header cable connection shall be made using a copper compression connector. b. Each eannection sha11 be taped using rubber tape, vinyl tape and coated with Scotchkaie eiectrical coating as shown on the Drawings. 4. Anode-ta-Pi.peline Connection a. Connect each group of anodes ta the pipeline through a test station as shown on the Drawrngs. b. A 0.01 ohtn shunt shall he used to connect the anode header cabl� to the pipeline as shnwn on the Drawings. 5. A 3-inch wide, yellow, nan-detectable wan�ing tape labeled "Cathodic Pratection Cable Buried Below" s1�a11 be buried at a depth of 18 inches below the surFace and along the length of all Cathadic Protection cable trenehes. D. Test Lead Wire AtEachment 1. Test lead cables shall be attached ta the pipe by thermite weldin�. 2. The pipe to which the wires are to be attached shall be clean and dry. 3. A grinding �vheel shalj be used to remove all coating, mill scale, oxide, grease and dirt from the pipe ovcr a� area approxi�aaately 3 inches squara a. The surface shall be cleaned to bright metal. 4. Ti�e wires to be thermite welded to the pipe shaI1 have appraximately 1 inch of insulation removed fram each end, exposing clean, oxide-free capper for welding. 5. Charg�s and Molds CITY OF FORT WQRT!-I Norlh Tirrrant Capress Segment 3C STA�'AAKD CONSTAUCTIOI�[ SPHCIFICATIQN DDCUMENTS Utflily .4ssembly 33W-U-OS77 Revised Agri120, 2Q21 330412-9 MAGNE51liM ANODE CATHODIG PRQTECTION Page Af 12 a. Weld charges and mald size shall be as specified by the manufacturer for the specific surface configuration. b. Caire shall be taken during installatian to he sure correct charges are used. c. Welc�ing charges and molds shall be the product of a manufacturer regularly engaged in the production af such materials, 6. Using the proper size thermite weld mold as recommended by the rnanufacturer, the wire shall be placed between ths graphite mo�d and the prepared metal surface. 7. The metal disk shalI b� placed in the bottom of the mold. S. The cap from th� weld charge cvntainer shall be removed and the contents poured into the mold. 9. Squeeze the bottom of the weld charge container to spread ignition powder over the charge. 10. Close tha mold cover and ignite t�e starting powder with a#�int gun. The mold should be held fiimly in place uniil all of the charge has burned and ihe rveid has cooled slightly. 11. Remove the thermite weld mold and gently strike the weld with a laaznmer to remove the weld slag. 12. Pull nn the wire to assure a secure connection. 13 , If �he weld is not seeure or the wire breaks, repeat the prncedure. 1�. If the weld is sc;cure, coat all bare metal and weld metal with Stopaq CZ tape, or approved ec�ual. E. Flush-io-Grade Anode Test �tations I. Flush-ta-grade anod� tesi stations shall ba installed as shown on the Drawings. 2. Test stations shall be in�talled in a 24-inch x 24-inch x 6-inch square concrete pad. 3. Sufficient slack sb.aIl be coiled beneath tl�e test station to ailow for soil settlemezat and to prevent datnage to the leads during backfilling. a. Additional slack shall be left to allow for withdrawal of �he tez-minal board a minimum of 12 inches above the top of the cancrete pad for test purposes, F. Post Installation Backfilling of Cables 1. General a. During the back�'illing operation, cables shall be protected ia prevent damage ta the wire insulation and conductor integrity. 3.5 REPAIR A. Cut wires shail be spliced by using a copper eompression eonnectar. 1. The connection shall be completely sealed against moisture penetration by the use of rubber tape, vinyl tage and Scotchkote electrical coating. B. Damaged or missing test station components shall be replaced by equal eomponents. 3.6 RE-INSTALLATION [N�T USED] C1TX OF FOI�T WOIZTH Norlh Tarrqiad Exp� ess Segment 3C �TA�DAl2D CONSTRUCTION SPECIFICATION DOGUMENTS U1iliry Assembly 35kY-U-0517 Revised Ap�i12Q, 2Q21 33Q412-10 MAG�'ES1UM ANODE CATII4L)IC PROTECTIO�I Page oi12 3.7 FIELD QUALITY C�NTROL A. Field Tests and I�spections 1. All components of the Cathodic Proteetion System shall be visually inspected by the City prior to commissioning of the system.. 3.8 �YST�M STARTiTP A. General 1. The Cathodic Protection System shall be inspected, energized and adjusted (commissianed) as soon as possible after the Cathodic Protection equipment has been installed. B. Equipment 1. All Cathodic Pxotection testing instruments shall be zn proper working order and calibrated accarding io factary specifications, C. Commissioning 1. The commissioning af the Cathodic Protection Systern shall be p�rfarmed by, or under the direct supervision of, tne Corrosion Engineering Firm qualified tn verify connpliance with this Specifi�ation and vvith tYte referenced corrosion control standarc�s set forth by NACE International. D. Method 1, Measure native state �tructure-to-soil potentials along the water line using the perznanent reference electrodes at each anode test station and a portable ref�r�nce electrode at aIl other test stations and at abave grade pipelin.e ap}�urtenances. 2. Energize the Cathodic Protectfon System by connecti.ng eac� Ma.gnesium Anode groundbed to the pipeline lead in the test station junctinn ho� by means of a 0.01 ohzn shunt. 3. Record each anode groundbed current using the shunt. 4. Allaw sufficient tizx�.e for tl�e pipeline to polarize. 5, Adjust, if necessary, the Cattzodic Protection current output in each anode test statio� to satisfy the 1D0-rnV polarization shift criterion or the -$50 millivolts-CSE polarized potential criterion as established by NACE International standards, 6. Reeord all final current outputs measured at each test station. 7. Verify that all electrical isolation devices are operating properly including flange isolators and casing spacers. 8. Verify that interference does nat e�st with foreign struciures. 9. Perform jaint tests with owners of the foreign structures (if any} and mitigate any interference det�cted. 10. If necessary, install resistance bonds ta znitigate interference. 11. Interference testing coordinatian with the owners of foreign structures is the responsibility af the Cathodic Protection tester. CITY QF FORT WORTH No17h Tarrand Express Segmenl3C STANI7ARD CONSTRUCTION SPECiFjCATI�iV I}pCUM�NTS U1rlity Assembly 35W-U-0517 Re�ised Apri120, 2021 33 04 12-11 MAGTfESIUM ANOBE CATHOpIC PROTECTION Page of 12 E. Verificatian and Respnnsibilities 1. Cantractor shall correet, at his expense, any defieiencies in materials ar installa�ion procedures discavered during the post-insiallation inspection. � � CITY OP FORT WORTH 1VorN: 7'arran! �',ip+•ess Segmenl 3C STANDARD COI�[STRUCTIpN SPECIFICATION QOCUMENTS Uliliry.4ssem6ly 35Y1� U-0517 ReWisad April 20, 202] ia MAGNESIUM ANODE CATHODIC PROT�CTION 12 330412- Page IQ of 3.9 ADJUSTING [N�T USED] 3.10 CLEANING [NOT USED] 3.11 CL�SEOIIT ACTIVTI'IES [NOT USED] 3.1� PROTECTI�N [N�T USED] 3.13 MAINTENANCE �NOT U�ED] 3.14 ATTACI3M�NT5 [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CI7'Y O�' F'OR'I' WORTH [IuserE Project Na�ne] STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'f'S [Insert Peojecl I�umber] Re�ised Decemher 2D, 2012 330430-1 TEMPQRARY WATER SERVICES Page 1 ofQ � . h 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 04 30 TEMPORARY WATER SERVICES 5 A. Section Includes: 6 1, Te�nporary Water Service needed to maintain serviee during water main 7 replacement project $ B. Deviations from this City of Fort WarGh Standard Speciiication 9 1. None. ]0 11 12 13 14 15 I 16 17 18 l9 20 1.2 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 34 40 C. Products Tnstalled But Not Furnished Under This Section 1. Fire Hydrant Meters D. Refated Specification Sections include, but are nat neces�arily limited to: ;-- -•- -- _ F? _ �:. � --- �-� � _ a ... _ F . - ;Division 1 — G�neral Reyuirements .` • _ � m '� Speciiication 33 OS 10 -- Uti�ity Trench Excavation, Embedment and Backfill Specifieation 33 04 40 — Cleaning and Acceptanca Testing of Water Mains Specifieation 33 12 10 — Wat�r Seyvices 1-inch to 2-inch PRICE AliiD PAYMENT PROCEDURE5�IVUT G�r,iy-�tiB�IDIaiRir TO E �Tlir�i� "vv" �3f� I��,M i� � �• � ` �� e�� ^ � . � — �=:;��;� � � ...,.r ,.�. K� � ii��,�l.._} c,_,:�,� 4 _ . � _,. �: � i•.... � a.� � ��}'�4 `_� _ .. _ ,�,��ed . �� t� _ �a. - ,.. �.� �. �es ,�--E�efa�ie��e� �• ��#� �;-_ � �.� �� T...,l'F:,. r'..«t..�� f - '{�t�1fl�8@�i9�i � � CI RTH STANDARb CQNSTRUCTION SPECIFICATION DQCUM�IVTS Revised April 20, 2U21 Nar1h Tat•ranl Express Segnasnl3C Uli7ity Assentbly 3SW-U-0517 330430-2 TEMPORARY WA'1'ER SERVICL�S Page 2 of4 1 1.3 REFERENCES 2 A. Reference Standards 3 I. Reference standards cited in this Specification refer to the cui•rent reference 4 standard published at the iime nf the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. NSF International 7 a. b l, Drinking Water System Components — Health Effects 8 3, ASTM Internatinnal (ASTM): 9 a. D3035, Standard Specif cation for Polyethylena (PE) Plastic Pipe (DR-PR) l0 Based on ContrQlled Outside Diameter I 1 1.4 ADTVIIlVISTRATIVE REQUIREMEI�ITS 12 A, Scheduling ] 3 1. Provide advance notice fox• service interruption and meet rec�uirements of Division 14 1. 15 1.5 SUBMITTALS [NOT USED] S6 1.6 ACTION SiTSNIITTALS/INFORMATIONAL SUSNIITTALS [NOT U�ED] 17 18 X.7 CLO�EOUT SUBMITTALS [NOT USED} 1.� MAINTENANCE MA,TERIAL SUBMITTALS [NOT USED] 19 l.9 QUALITY ASSURANCE [NOT USED} 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2l 1.11 FIELD [SITE] CONDITIONS [N�T USED] 22 i.12 WARRANTY [NOT USED] 23 24 25 2b 27 28 29 30 31 32 33 34 35 36 PART 2 - PRODUCTS �.1 OWNER-FURNISHED PRODl3CTS A. Fire Hydrant Meters �.� EQUIPMENT, PRODUCT TYPE, AND MATERIALS A. I7escription 1, Regulatory Requireme�ts a. A11 Temporaiy Water Service components in contact with potable vvater sha11 conform to the rec�uirements of NSF 61. B, Materials 1. Set•t+ice Couplzngs, Fittings, and Corparatian Staps a. Confarm to Section 33 12 10. 2, Service lines a. Polyethylene tubing b. Conform to ASTM D3035 azid SDR 11 CITY OF FORT WORTI-I STANDA[tD GONSTRLFCTION SPEGIFICATTqI�i I]OCllMEt�lTS Revised Apri120, 2021 North Tar•r•ant Expiess Segntenl.�C Utility Asserv�bly 35W-U-0517 330430-3 TEIV�PORARY WATER S�RVICES Page 3 af 4 i 2 3 4 5 6 7 8 9 l0 11 12 l3 2.3 3. Tem�aorary Water Service Main a. Galvanized steel pipe b. Conform ta Schedule 40. 4. Driveway Appraach a. Asphalt 1) Type B Asphalt in accordance with Section 32 12 16 C. Design Criteria 1. Servic� lines a. 3/a-inch minimum pipe size b. Minimum flow rat$ of S GPM at a dynamic pressure of 35 psi 2. Temporary Water Service Main a. 2-inch minimum pipe size ACCESSORIES jNOT USED] 14 2.� SOURCE QUALTT'Y COIVTROL [1�10T USED] 1 S PART 3- EXECUTI4N lb 3.1 Il�TSTALLERS [NOT USED] 17 3.2 EXAMINATION jNOT i15ED] 1 S 3.3 PREPARATION [IiTOT IISED] 19 3.�4 Il�TSTALLATION 20 A. General 2I 1. Inst�ll Temporary Water Services in accor�ancc with provisions herein and in 22 accordance with City Standard Details. 23 2. Perform disin%ction test af temporary water service main and water sErvices in 24 accordance with Sectio:n 33 04 40. 25 B. Temporary Water Servrce Installation 26 1. Cannect ta existing water supply 27 a. Fire hydrant 28 1) Connect to fire lrydrant wit�� hydrant nneter and 2-ineh gate valve, 29 b. If a�r� hy�irant is not available, tap existing water main. 30 1) Connect to water main with 2-inch service tap and a co�poration stop in 31 accordance with Section 33 12 10. 32 2) Record water usage with a hydrant meter. 33 3) Do nat tap existing water main, unless approved by the City. 34 2. Wa�er se�wice 35 a. Connect 3/a-inch water ser�ice to 2-inch temporary water service main. 36 b. Rernave existing meters, tag with address and pro�ide to City Inspector. 37 c. Connect 3/a-inch temporaiy water seivice to existing private servica. 38 d. Cover domestic rneter box with protective guard Qr barrieade. 39 C. Intecsection and Driveway Approach Crossin.g for Temparary Water Service 40 1. Crossing far Ternporary Water Service Main CITY OF FORT WORTH Nor1h Tar•ranf Fa�pr�ess Segnrenl3C STANbARD CONSTRUCI']ON SPECIFICATIOt*I DOCIJMEI�I`FS Ulility Asseii�bly 35W-U-051 Z Revised 1�pril 20, 202f 33��43D-4 T�MPORARY WATER SEIiVICES Page 4 of 4 1 2 3 4 5 6 fil 8 9 10 ll 12 ]3 14 15 i6 17 18 19 20 a. Cover tert;porary service line with suff'icient asphalt to pratect service line and to provide a driveable crossing. b. If required to bury temporary service line due to high volume traffic, or other reasans required by the ��ty, excar+ate, embed and backfill in accordance with Section 33 OS 10. 3.5 REPATR / REST4RATION [NOT USED] 3.G RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL A. Fie1d Tests and Inspections 1. Check each water service installation for leaks with full flow throUgh the curb stop at the time the nnain is tested in accardance with 5eetion 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [liTOT USED] 3.1p CLEAI�NG [NOT USED] 3.11 CLOSEOUT ACTIVITI�S [NOT USED] 3.12 PROTECTIDN [NOT USEDJ 3.13 MAINTENANCE jNOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTIDN Revision Log DATE NAM� Si1MMARY OF CHANGE 21 CITY QF FORT WORTH STANDARD CONSTRUCTIOIV SPECIFICATIOI� DOCUMENTS Revised Apr'r12Q 202! Narth Tarr•an1 &xpe•ess Segment 3C Utility �Isset�i8ly 3SW U-0517 33 04 44 - 1 CLEANING AiVD ACCEPTANCE TE5TING OF WATER MJ#INS Page I of 8 �� I 2 SECTIOI�T 33 p4 4[} CLEANING AND ACCEPTANCE TESTING OF' WATER MAINS 3 PART1- GENERAL 4 1.1 SiTMMARY 5 A. General 6 I. Before any newIy constructed potable wat�r mains will b� pe�Ynitted to be placed 7 into s�rvice in the �ort Worth Water Departmen�'s Water Distri�utian 5ystem, it 8 shall be cleaned (purged) and tested, or c�eaned, disinfected, and tested until the 9 hacteria count within the water main �eets th� standards established by the Fart 10 Worth Water Department and the requirements of Chapter 290 of the Texas I 1 Administrative Code {TAC) established by the Texas Commission on 12 Es�vironmental Quality (TCEQ). . 13 B. Deviations from t�is City of Fort Worth Standa�•d Specification 14 1. None. 15 C. Related �peci�ication Sectians inciude, but are not necessarijy Iimited to: I16 �� _� � , � , .. � 17 1 S � Division 1— General Requirements �,� , u� ., , �, �_. �, �, � . . 20 1.� PRYCE AND PAYMENT PROCEDURES 21 22 23 24 25 2G 27 28 29 1.3 3U 31 32 33 34 35 36 37 38 A. Measurement and PaymenY 1. Measurement a. This Item is consider�d subsidiary to th� water main being Cleaned and Tested. 2. Payment a. The wark performed and the materials furnished in accordance with this Item are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological testing and shall be subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be alIowed. REFERE1vCES A. Reference Standai•ds 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date Iagged at the end ai this Specification, unless a date is specif cally cited. 2. �lmerican Water Works Associationl.A�zx�erican (AWWA): a. C3Q1, Prestressed Conerete Pressure Pipe, Steel-Cylinder Type. b. C303, Concrete Pressure Pipa, Bar-Wrapped, Stee1-Cylinder Type. c. C651, Disinfecting Water Mains. d. C655, Field De-Chlorination. c�rY o� Faxr woRrr� STANDARD CONSTRUCTION SPECIFICATIOt3 DOCUN3ENTS Revised April 20, 2021 Norih Tari•ani Expr�ess Segr�renl3C Uiili►y Assenrbly 35FT�-U-0517 33�440-2 CLEAi�11NG AND ACC�PTANCE T�STING OF' WATER MA1NS k'age 2 of 8 1 1,4 ADNIINISTRATIVE REQUIREMENTS [IiTOT USED] 2 1.� SUBNIITTALS 3 4 5 6 7 8 9 10 1] 12 13 14 15 16 17 18 19 1.6 1.11 FIELD [SITE] CONDITIONS [IiTOT USED] 20 1.7 CL4SEOUT SUSIVIITTALS jN�T USED] 2] 1.8 MAINTENANCE MATERIAL SiTBMITTALS jN�T iTSED] 22 1.9 QUALITY ASSURANCE jNOT USED] 23 1.10 DELN�RY, STORAGE, AND HANDLING �NOT USED] 24 25 1.12 WARRANTY [NOT iTSED] 26 PART � - PRODUCTS 27 2.1 OWNER-FURNISHED �oe] OWNER-SUPPLIED PRODUCTS [NOT USED] zs 29 30 31 32 33 34 35 36 37 38 2.2 PRQDUCT TYPES A. Submittals For 24-inch and larger water mains, provide the follo.wing: 1. Cleaning Plan —1'rior to the start of construction, submit a water main cleaning pIan detailing the methods and schedUle, including: a. A detailed descriptian of cleaning procedures b. Pigging entry and �xit por�s c. Flushing px•ocedures d. Plans and hydraulic GaCculations to d�monstrate adequate flushing velocitias e. Control of water f. Disposal 2. Disinfection Plan -- priar to the start oFconstruction submit a disinfection plan including: a. The methnd rnixing and introducing chlarine b. Flushing e. De-chlorinatian d. Sampling ACTION SUBMITTALSRNF�RMATIONAL SUBNIITTALS [I�TQT USED] A. Pigs S. Open ceil polyurethane foam body 2. Densities betwecn 2 pounds per cubic foot up ta 8 pounds per cubic fao# 3. May be w�•apped with polyurethane spiral bands A�. Abrasives al�e not permi�ted, unless expressly approved by the Gity in writing far the particular application. S. Must pass thz•augh a reduction up to 65 percent of the cross sectional area of the nominal pipe diameter 6. Pigs shall b� able to tra�erse standard piping arrangements such a� 9D degree bends, tees, crosses, wyes, and gate valvas. CITY O�' FORT 'VJORTH STANDARD CONSTRUCTi4N SPECIFICATION DOCUMENTS Eievised April 20, 2D2I tl�orth Ta1•ranP Expr•ess Segmend 3C Utilily �ssenzbly 35W-U-11517 33 04 4U - 3 CLEANING AND ACCEPTAI�€CE TESTING OF WATER MAINS Page 3 of $ l 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTIOI�T 4 3.1 INSTALLERS [NOT USED] S 3.2 EXAM�ATION jNOT USED� 6 3.3 PREPARATION [NOT USED] 7 8 9 10 11 3.4 ERECTION/�NSTALLATIONIAPPLICATIOI+1 [I�TOT IISEDI 3.� REPAIR/RESTORATION [NOT USED] 3.G RE�INSTALLATION [NDT USED] 3.7 FIELD �oa] STTE QUALITY CONTROL [N�T USED] 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USEDj 13 3.10 CLEANiI�TG 14 1S 16 17 18 l9 20 2i 22 23 24 25 26 27 28 29 3i� 31 32 33 34 35 36 37 38 A. General 1. All water mains si�all be cIeaned prior to bacteriological testing. a. Pig all 36-inch attd smaller water mains. b. Pig or mauually sweep 42-inch and Iarger mains, e. Flushing is only petmitted when specially designatad in the Drawings, or if pigging is not practical and approved by the City. B. Pigging Method 1. If the method of pigging is to be used, prepare the main for the installation and removal of a pig, including: a.. Furnish all equipment, material and labor ta satis#'actorily expose cleaning wye, remove cl0aning vc+ye covers, etc. b. Where expulsion of the pig is reyuired t�rough a dead-ended condUit: 1) Prevent back�ow of purged water ir�to the main after passage of the pig. 2) lnstall a mechanical joint ta pro�ide a riser out of the trench on 12-inch and sinalIer mains to prevent backwater re-entz� into the main. 3) Additional excavation af the trench may be perFormed an mains over 12 inches, to prevent backwater re-entry into the main. 4) FlUsh any backflaw water that inadvertently enters the main. c. Flush short dead-end pipe sec�ions not �wabbed by a pig. d. Once pigging is corriplet�: 1) Pigging wyes shall remain in place unless otherwise specified in tIie Contract Documents. 2) InstalJ cleaning wye, blind flanges or mechanieal joint plugs. 3) Plug and place blocking at other openings. 4) Backfill CITY OF FQRT WORTH STANDARD CONSTRUCTION SPECI�'ECATIQN 170CLIMENTS Revised April 20, 2021 Nor•ih Tarrdn! Bxpress Segii�ent 3C Utility Assenrbly 35W-U-0517 330440-4 CLEANING AND ACCBPTANCE TESTING QF WATEA MAI3rFS Page 4 of 8 1 S} Completa all appurtenant work necessary to secure the system and proceed Z with disinfection. 3 C, Flushing Method 4 1 S b 7 10 11 12 13 14 15 1b 17 18 19 2D Prepare the main by installing blow-offs at appropriate locations, oi sufficient sizes and numbers, and with adequate flushing ta achieve a minimum velocity in the rnain of 2.5 feet per second. a. Minimum blow-off sizes for vaeious main sizes are as follovvs: 1) 4-mch ihrough 8-inch main — 3/4-inch blow-aff 2) 10-inch through 12-inch main —1-inch blow-aff 3) 16-inch and great�r main — 2-inch blow-off b. Flushing shall be subject to the fo(lowing limitations: 1) Limit the volume oi water %r flushing to 3 times the �olume of the water ma�n. 2} Do not unlawfully diseharge chlorinated wat�r. 3) Do not damage private property. 4) Do not create a traffic hazard. e. Once Flushing is compCete: 1) Cozporations stops used fflr flushing shall be plugged. D. Daily rnain cleaning 21 2. Sweep each jaint and keep clean during construction. 22 3, Install a temporary plug an all exposed mains at the end of each �vorlting day or an 23 extended period of work stoppage. 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 �}4 45 46 47 E. Hydrostatic Testing 1. Wipe joints and then inspect for proper installatian. 1. All water snain that is to be under pressure, sha11 be hydrostatically tested to meet the following criteria: a. �'urnish and install corparatians for proper testing of the main. i} Furnish adequate. and satisfactojy equiprnent and supplies necessary to make such hydrostatic tes#s. 2) The section of iine to be tested shall be gradualIy filled with water, carefully expelling the air and the specified pressure applied. b. The City will furnish water i�equired for the testing at its nearest City. line, c. Expe1 air from the pipe before applying the required test pre.ssure. d. Test Pressure 1) Test pressures shauld meet the fo[lowing criteria: a) Not less than 1.25 (187 psi minimum) times the stated working pressure oftlae pipeline measured at the highest ele�ation along the test section. b) Nat less than 1.5 (225 psi miniinum) times the stated warking pressure at the lowest elevation of the test section. e. Test Conditions 1} Must be at 1$ast 2 hour duration 2.} Add water as necessary to sustain the required test pressure. 3} Test fire hy�lrants to the �re hydrant valve. a) Leave the isolation val�e on the fire hydranfi lead line tipen during the hydrostatic tes�in�. 4} Test ser�ice lines ta curb stop CITY dF CORT WOI�TH STAI+lDARD CaNSTRI]CTIOI� SPECIFICATION DOCUMENTS Revised Apri120, 2021 Norlh Ta�rant Fx�ress Segmeni 3C Ulrliry �4ssembly 35W-U-QS 17 330440-5 CLEANINC'i AA1p ACCEPTANCE TSSTING OF WATER MAINS Page 5 of 8 1 2 3 �k 5 6 7 8 9 10 11 12 13 14 ]5 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 3f� 3I 32 33 34 35 36 37 38 39 �0 41 42 43 44 45 46 47 48 49 a) Leave the corparation stop on the service line open during the hydrostatic testing. 5) Close isolation valves for air release valves. 6) Makeu.p vvater must come from a container of �xed SS gallan container that does not hava a water sourca. f. Measure all water used in the pressure test throu.gh an approved meter, or measure the differe�ice in volurr�e within a 55 gallon container. 1} Do not test against existing water distribution valves unless expressly provided far in the Drawings, or approved by the City. 2) If tlie City denies approval to test against existing water distribution system �alve, then make arrangements to plug and test the pipe at no additional cast. 2. Allowabie Leakage a. No pipe installation should be accepted if the amount af makeu� water is greater than that determined using the iallowing foi�nu�a: In inch-pound units, L = SD �J� 1 as,oao b. c. ci. e. Where: L= testing allowance (make up water}, galIons per hour S= length of pipe tested, ft. D= nominal diameter of pi�e, in. P= average test pressure during the hydrostatic test, �asi Far any pipe1ine tl�at faiis to pass hydrostatic test: l } Tdentify the cause 2) Repair the leak 3) Restare the ta•ench ar►d surface 4) Retest All costs associated with repairir�g the pipeline to pass the hydrostatic test is the soIe responsibiliTy of'the Contractar and incltitded in the price per linear foot of pipe. If the City determin�s that an existing system val�e is responsib�e for the hydrostatic t�st to fail, the Contractor shall make prnvisions to test the pipeline without the use of the system valve. There shall be no additional payment to the Coniractor if the existing valve is unable io sustain the hydrostatic test and shall be incjuded in tt�e price per linear foot �f pipe. F. Disinfection 1. General a. Disinfection of the main shaIl be acco�nplished b� the "continuous feed" method or the "slug57 method as determined by the Contractor. b. The free chlorine amounts shawn are minimums, Tlie Contractar may reyuire higher rat�s. 1} Ca�cium hypochlo��ite granules shall be used as the source of chlarine. c, Continuous Feed Method 1} Apply water at a constant rate in the newly laid main. a) Use the exist�ng distributian system or other appa•oved source of supply. CITY OF FaRT WORTH STANDARD CQNSTRUCTION SPECIFICATION I30C�MENTS ltevised April 2Q, 2D21 Norih Ta1•rant Bx�r•ess Segxrent 3C Utility Assembly 35W-U-0517 �3 aa aa - 6 CLEAN[NG AND ACCEPTANCCTESTWG OF WATER MAINS Page 6 of 8 1 2} At a point not more than 10 feet downstream fi•om the beginning of the new 2 main, water entering the new main shall receive a dose of chlorin�, 3 a} Free chlorine concentration: S.d mg/L minimum, ar as required by 4 TCEQ, whiche�er is graater. 5 b} ChIQrine applications shall not cease until the entire conduit is filled b with heavily chlorinated water. 7 3) Retain chlos�ina#ed water in the main for at leas� 24 hours. 8 a) Operate val�es and hydrants in the section treated in order to disinfect 9 the appurtenances. 1 Q b) Prevent the flow of chlorinated vwater into mains in acti�e service. 11 c) Residual at the end of the 24-hour period: 1 Q mg IL free chlorine, 12 minimum, for the treated water in all �or�ions ofth� main. 13 4} Flush the heavily chlorinated water from the main and dispose of in a 1� manne�• and at a location accepted by the City. 1S 5} Test the chlorin.e residual prior to flushing op�rations. 16 a) If the chlorin� residual exceeds 4 mglL, the water shall remain in the 17 new main until the chlorine residual is less the 4 mglL. 18 b) The Contractar may choose to evacuate the water inta water trucks, or 19 other approved storage facility, and treat the water with Sodium 20 Bisulfate, or another de-chlorination chemieal, ar methad appropriate 21 for potable water and approved by the City until the chloriiie residual is 22 reduced to 4 mglL or less. 23 c) After the sp�ci�ed ohlorine residual is obtained, the water may then be 24 discharged into the drainage system or utilized by the Contractor. 25 d. Slug Method 26 1} Water fram the existing distribution system or other appraved source of 27 supply shall be made ia flow at a consiartt rate in the newly laid main. 28 2) At a point not mot•e than 1 Q feet downstream from the beginning of the new 29 main, water en�ering the new main shal( recei�e a dose of chlc�.rine� 30 a) Free chlorine concentration: l0a mglL minimum, or as required by 31 TCEQ, uvhichever is greater. 32 b) The chlorine sha11 be applied continuously and for a sufficient time to 33 develop a solid column or "slug" of chIorinated water that shall expose 34 all interior surfaces to ihe "slug" for at least 3 hours. 35 3} Ope�•ate the �itings and �alves as the ehlorinated water flnws past to 36 disinfect the appurtenannes. 37 4) Prevent the flow of chloi•inated water into mains in active service. 38 S) Flush the heavily chlorinated water from the main and dispos� of in a 39 manner and at a lacation accepted by the City, 40 6} Upon completion, test the chlorine residual cemaining in the rnain. 41 a) Chlorine le�els of 4 mgll or less should be maintained. 42 2. Contt•actor Requirements 43 a. Furnish all equipment, material and labor to satisfactorily prepare the main far 44 the disinfeetion method approved by the City with adequate provisions for 45 satnpling. 46 b. Make all necessary taps intc� the main to accomplish chlorination af a new line, 47 unless otherwise speci�ied ir► the Contract Documents. CI7'Y OF FOR7' WORTH Nor7h Tari�nnd E'xpress 5�gnrerri 3C STANDARD CONSTRUCTION SPECiFICATION DpCUMEi�TS Ulilrty Rssembly 33FV-U-0517 Revised April 20, 2021 330440-7 CLEANING AND ACCEPTANCE TESTING QF WATER MAINS Page 7 of 8 1 c. After satisfactory completion of the disinfection operation, as d�term ined by 2 the City, remove surp�us pipe at the ehlorination and sampling points, plug the 3 remaining. pipe, backfill and cottnplete all appurtenant work necessary to secure 4 the main. 5 G. Dechlos•ination 6 1. General. All chlarinated water sha11 be de-chlorinated before discharge to the 7 environment. Chemical amounts, as listed in ANSI/AWWA C651: "Disinfecting 8 Water Mains", shall be used to neutralize the re�idual chlorine concentraiions using 9 de-chlorination procedures listed in ANSI/AWWA C655: "Field De-GhIorination". 1Q De-Chlorination shall continue until chlorine rasidual is non-detectable. 11 2. Testing. Contractor shaIl continuously tesi for the chiorine residual level 12 imm�diately downstream of fhe de-chlarinatian process, during the entire discharge 13 af the chlorinated water. Contractor shall periodically conduct chlorine residual 1�4 testing and check for possible fish kills at locations where discharged water enters 15 t�e existing watershed. I6 l7 18 l9 20 21 22 23 24 2S 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4'7 3. Fish [fil1. If a fish kill occurs associated with the c�ischarge of wate� from the distribuYion system ar any other construciion aciivities: a. The Contract shall irnmediately alter activities to prevent further fish kills. b. Tlse Gontractar shalI immediately notify Water Department Field Op�rations Dispatcl�. c. The Contractor shall coordinate with City to properly notify TCEQ. d. Any fines assessed by t�e TCEQ (or local, state af federal agencies} for fish kills shall be the responsibility of the Contractor, H. Bacteriolagical Testing (Water Sampling) 1. General a. Notify the City when the main is suitable for sampling. b. The City sha11 then taka water samples from a suitable tap for analysis by the City's laboratory, unless otherwise speeified in the Contraat Documents. 1) No hose or fii°e hydrant shall be used in the collection of samples. 2. Water Sampling a. Camplete microbiological sampling prior #o connecting the new main inta the existing dist}•ibut�on system in accordance with AWWA C651. b. CalIect samples for bacteriolagical analysis in sterile bottles treated with sodium thiosulfate. c. Caliect 2 canseeutive sets of acceptable samples, tal�en at least 24 hours apart, from the new maiq. d. Colleet at 18ast l set of sampies frnrn every 1,000 linear feet of the new main (or at the ne� available sampling point beyond 1,00� linear fee� as designated by the City. ), plus 1 set from the end of the line and at least 1 set fro�n each branch. e. If trench water has entered the new nnain during construction or, if in the opinion of the City, excessi�e y�antities df dirt or debris have entered the nsw main, obtain bacteriol�gical samples at inteivals of appraximately 2QQ lineac feet. f. Obtain samplas fram water that has stood in the new main fo�• at least 16 hours ai�er formal flushing. 3. Repetition of Sampling CiTY OF FOn'I" WORTFT STANDARD COIZSTRi7CTIQN SPECIFICATIDN i�OCUM�NTS Revised April 2Q, 2021 North Ta�•rant Express Segmenl3C U!i!lty.4sselublp 35W-U-0517 330440-8 CLEAA]1NCr AND ACCEPTANCE TESTING OF WATER MAIt1S Page 8 of 8 1 a. Unsaiisfacfiory test results raquire a repeat of the disinfection process and re- 2 sampling as required above until a satisfactory sample is obtained. 3 3.11 CL�SEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE [1�TOT USED] b 3.14 ATTACHMEIVTS [NOT USED] 7 END OF SECTION Revision Log DATE NAIVIE SUMMARY OF CHANGE 12/20/2012 D, Johnson 3.1 O.E.l.e.- Added ser�ice lines to hydrnstatic testipg requirements 1.3.A.2.d Added ,AWWA CbSS �`ield De-Chlorinatian as reference 2/6/2013 b Townsend 3,10.G—Added De-Ghloa•inatian Aequirement CITY OF FORT WORTH Norlh Tarrant Express Segmenl3C STANDARI7 CONSTRUCT10i�I SPECIFICATION bOCUMENTS Utilrl�> Assetl�bly 35W-U-OSI7 Ra�ised Apri120, 2021 33051D-1 UTILITY'['REI+ICH EXCAVATiON, EMBE�MENT, AI�D BAGKFILL Page 1 of 19 � 1 2 SECTION 33 fl5 10 UTILITY TRENCH EXCAVATION, EMBEDMENT �►ND BACKFILL 3 PART 1 - GENERAI. 4 1.1 SC7MMARY 5 b. 7 8 9 ia ri i2 13 14 15 1b 17 18 19 20 21 22 23 24 2S 26 27 28 29 30 31 32 I 33 34 I 35 36 37 38 39 1.2 A. Section Includes: 1. Excavatian, Embedment and Back�ill for: a. Pressure Applications l.) �JVater Distribution or Transmission Main - �iari�etr . � � r.-+��.=-, -•_---.. �� ,--- -- -- ---- �-- - ,.. .. 2. Lncl.uding: a. Excavatinn of all material encountered, including rock and unsuitable materials b. Disposal of excess unsuitable material c. Site s�ecific trenc� safety d. Pumping and dewatering e. Embeclment f. Concrete encase�nent f�r utility lines g. Backfill h. Compaction B. Deviations from this City oiFort Worth Standard Specification 1. None. C, Related Specification 5ections include, hut are not necessarily limited to: - -_ _. _ _ _ _.. _ _. ,�.. --- -- -- �-- ? � � . Division 1 — General Requirerrients ' Section 02 41 13 �- Selective Site Demolitian �� Sectinn OZ 41 15 — Paving Rernoval '+. Section 02 41 14 — Utility R�movallAbandonment Section 03 34 13 — Controlled L�ovs+ Strength IUlaterial (CLSM} . Seetion 31 25 00 — Erosion and Sediment Contral Sectian 33 OS 26 — Utility Markers/Locators .-� Section 34 71 13 — Traffic Cantrol PRICE AND PAYMENT PROCED�IRES 'r 40 A. Measnrement and Payment CITY OF FORT WORTH STANDARD CONSTRUCTIflN SPECIFICATION UOCUMENTS Revised Aprif 20, 2021 Narlh Tarranl Express Segmenl3C U1iliry Assembly 35W-U-0317 �3 os io - z UTILTTY TRENCH EXCAVAT1bN, EMBEDMENT, AND BACTCFILL Page 2 af 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I5 16 17 18 14 2� 21 ZZ 23 24 25 �.E7 2�% 2g �� 3a 31 32 33 34 35 36 37 38 �� 40 41 42 43 44 �45 46 �F7 48 49 1. 2. Tr�nch Excavation, Embedment and Backfill associated with the installation of an undergraund utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated 'm the Drawings. b, Payment 1) The work performed a�d the materials furnished in accordan�e with this Itern are considered subsidiary to the installation of the uti.lity pipe for the type of embedment and bac1�%11 as indicated on the plans. No ather campensation will be allowed. Imported Emhedment or Back�ill`"" "- �t � -�� `" � *� ' -- ' � � ��—�: =t-ii�-�+ `�'r��'!Cf^K'..i `: r� r= . : ..`�-.'�� y :i't'. I� � `� ` u n .��r� � �� • ^-Y-Cs ^ _ r��_ a, ' �e�: �a��-�e-��-s� , h _� �� . . . _ � — � � . rqo�� e�-�'a�� - � - -� - �..A.��..�.�-- - - � �- - _ ---_ -- - - , - -- -- - �..� - -- � �3`• — • - r. . M _ � � :_---.�,�,--- u�,_r�c� ----� _ r� 4. , � �- � �ei€ee��y�e�- - ��ee� — � �� _ 'a�e�ee� �� ..� , `�e�g CITY OF' �'ORT WQTYI'H STANDARD CONSTRUCTIQN SPECIFICATION DOCUMENTS Revised Apri] 20, 2021 Nor•fia Tarrant Capress Segrne�pt 3C Utilrly Assetrrb/y 35W-U-Q517 33OS10-3 UTILITY TI2ENCH EXCAVA'i'IDN, EiWIBEI]MENT, AAI� BACKFILL Page 3 of 19 � 1 2 3 4 5 6 7 8 9 i0 11 12 13 14 __ _ ' ,�� _ _ . _ _ �!- _ .:-�r�a � � _ Trench Safety� - - . . .,�:,,,,, ,, - ---- p;,� ; - a. Measurement 1) Measured per linear foot of excavation far al1 trenches that require trench safety in aecordanee with OSHA excavation safety standards {29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. �ayment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation ta cornply with 05HA excavation safety standards (29 CFR Part 1926.65U Subpart P), including, but nat lixnited ta, all submiitals, labor and equipmeni. 1.3 REFERENCES � :; 15 16 17 18 19 20 21 A. Definitions I. General - Definitions used in this section are in accordance with Ternainologies ASTM F412 and ASTM D8 and Terminoiogy ASTM D6S3, unless otherwise noted. 2. Definitions for trench width, backfill, embedment, initia� backfill, pipe zone, h,aunching bedding, spr�ngline, pipe zane and £oundation are deiined as shown in the following schematic: J J !t � U Q m � ¢ z � ^•.�i ��i': �;� ` �% � \�,, \�` ``` .' �� ; \�,i ; �'�'i INITIAL i%' BACKF�LL �� .� / �� : VED Aft�A� L�;3 UNPA�D R�ERS ., ,�. �. ��v��. � � LA- � U Q , m J Q — z i� F- � w � 0 w m � � SPRINGLI�E � �; „ HAUNCHING � BE�DING —� FOl}NDA i ION --� �� % �\��\V ��\�l�\�%�%\�� ;<\fl\�\ ;��%`� �{\�� `�' `��.\�ti .\��/:.� ;� �`.'` \�` \�� .� ..� �� . / :� •_- i',;/ ,��! ��;A�i; .�,��i\�i . ��\� '�'�, \l .♦� , \ /,\,r.\�' � i��-� ♦ . � �� . _ .>\, � ��. . �),��' • �, �'\ ''.,\ EXCAVATED TR�NCH V!lpTH i 22 CITY OF FORT WOR'FH STAI�DARD CONSTi2UCTION SPECIFICATTON DOCUMEN'iS Ravised April 20, 2D21 ._ w z 0 � �. a . , .� ` / OD CLEARANGE Nor'lf� Tarraizi Fapr•ess Segrnent 3C Ulility Rssembly 35W-U-0517 330510-4 UTILITY TREI�lCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 af 19 3, Deleterious materials — Harmful materials such as clay lu�ps, silts and organic material 3 4. Excavated Trench Depth. — Distance from the surface to the bottom of the bedding � or the tren.ch faundatian 5 5. Final Backfill Depth 6 a. Unpaved Areas — The depth of the finai backfill measured from the top of the 7 initial backf'il.l to the surface 8 b. Paw�d Areas — The depth of the �nal back�ill measured from the top of the 9 initial baekfill to hattom of permanent or temporary pavement repair 10 B. Refez-en.ce Standards il 12 13 14 15 16 17 IS 14 20 21 22 23 24 25 26 27 28 29 �a 31 32 33 34 3S 36 37 38 1., 2. Reference standards cited in this Speeiiication refer to the current reference standard published at the tizx�.e af the ] atest revision date lagged at fhe end of this Specification, unless a date is speoifically cited. ASTM Standards: a. ASTM C33-D$ Standard Speeifications for Concrete Aggregates b. A�TM C88-05 Soundness oiAggregate by Use of Sodium Sulfate or Magnesium Sulfate c. ASTM C136-01 Test Method for Sieve Analysis of Fine and CoarSe A�gregate d. ASTM D448-08 Standa�rd Classiftcation for Sizes of Aggregate far Road and Bridge Construction. e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- Size Caarse Aggregate by Abrasion and Tmpact in the Los Angel�s Machine f. ASTM DS$8 — Standard Test method for Moislure-Density Relations of Soil- Cement Mixture g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of Soi1 Using Stand Eff'orts (12,400 ft-1b/�3 60� Kn-m/M3)). h. ASTM 1 S5G Standard Test Met�ods for Density and Unit Wei.ght of Soils in Place by Sand Cone Method. i. A�TM 2487 —10 Sta�dard Classi�ieatian of Soils for Engineerjng Purposes (Uniixed Soi� Classifieation Syster�} j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications k. ASTM D2922 —�tandard Test Methods for Density af Soils and Sail Aggregate i.n Place by Nuclear Methods (Shallow Dep�h) 1. ASTM 3017 - Standard Test Method for Water Cnntent of Soil and Rock in plaee by Nuclear Methods {Shallavv Depth} m. ASTM D�254 - Standard Test Method for Minimurn Index Density and Unit Weight of Snils and Calculations of Relative Density 39 3. OSHA 40 a. Occupational Safety ar�d Health Administration GFR 29, Part 1925-Sa%ty �FI Regulations far Constzuction, Subpart P- Excavations �#2 1.4 ADMINISTRATIVE REQiTiREMENTS 43 A, Coardinatian 44 1. Utilzty Company Notification 4S a. Notify area utility companies at least 48 hours in advanee, excluding weekends 46 and holidays, before starting excavatian. C1TY aF FORT Vs�ORTH Norrft Tarranr Capress Segmenl 3C STANDARD CONSTRUCT[O�i SPECIFICATTDN DOCUMENT� Utility ,4ssembly 35GY-U-05I7 Re�ised Apri120, 2021 330510-5 UTILITI� TRENCH EXCAVATION, EMBEAM�NT, AiVD BACKFILL Paga 5 of 19 -- 1 2 3 b. Request the location of buried lines and cables in fhe �+icinity of the progosed work. B. Sequeneing 4 1. Sequence work for each section af the pipe installed to cornplete tha embedment 5 and backfill placezneut on the day the pipe faundation is complete. 6 2. Sec�uence work such t�aat proctors are complete in accordanee with ASTM D69$ 7 priar to commencement of constn�ctian actzvities. 8 1.� SUBMITTALS 9 A. Submit�als shall be in accorda�ce with Seetion O1 33 00. IO B. A11 submittals shall he appxoved by the City priar ta construction. 11 Lb ACTION SUBMITT,ALS/INFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 1. Pxovide cietaileci drawings and explanation for ground vUater and surface water 14 control, if required. 15 lb 17 18 19 20 21 2. Trench Saf�ty Plan in accordance with Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Canstruction, Subpart P- Excavations 3. �tockpiled excavation anc#/or back�ill material a. Pravid� a description of the storage of the excavafed za�aterial only if the Contract Documents do not allaw storage of materials in the right-of-way of the easement. 22 l.i CLOSEOIIT �UBMITTALS [N�T USED] 23 1.8 1V�AINTENANCE MATERIAL SUSMITTALS jNOT USED] 24 1.4 QUALITY ASSUIL4NCE [NOT USED] 25 1.1Q DELIVERY, STORAGE, AND HANDLING 26 27 28 29 34 31 32 33 34 35 3b 37 38 39 40 41 42 A. Storage 1. Within E�sting Rights-of-Way (ROW) a. Spoil, imparted embedment and backfill materials may be stored within existing R�W, easements or temporary construction easemen#s, unless specifically disallowed in the Contract Documents. b. Do not black drainage ways, inlets ar driveways. c, Provide erosion control in accordance with Section 31 25 00. d. Store mater�als vnly in areas barricaded a� prQvided in the traffic control p�ans. e. In non-paved areas, do not stare material on the roat zone of any trees ar in landscaped ar�as. 2. Desigrzated Storage Areas a. If the Contract Documents do not allow the storage of spoils, embedment or bacl�ll materials within the ROW, easement ar temparary canstructzon easement, then secure and maintain an adequat� storage location. b. Provide an affidavit that rights hav� been secured to store the materials on private property. c. Prouide erasian eantrol in accoxdanee with Section 31 25 00. CITY OF FORT WORTH STANDATtD CONSTRUCTIOA3 SPECiFICATION DOCUMENTS Revised Apri12U, 2021 Nor1h Tarranl Fapress Segmend 3C Utilily AsserrsBly .�SW-U-0517 33051a-6 UTILITY TRENCH EXCAVATIOR, EMBEDMENT, A3�D BACKFILL Page 6 of 19 1 2 3 4 5 6 7 8 9 10 d. Do not block drainage ways. e. Only materials used for 1 working day will be allowed to be stored in #he Gvark zo�e. B. Deliveries and h:aul-off - Coordinate all deliveries and haul-off. 1.11 FIELD [SITE] COND�TIONS A. Existing Conditior�s I 1 2. Data is made available for the convenience of the Contractor, 12 1.1� WAI�RANTY [NOT USED] 13 PART Z - PRODUCTS 14 �.1 OWNER-FURNISHED [oR] OWNER�SUPPLIED PRODUCTS I5 �,� MATERIALS 16 17 18 19 zo 21 22 23 24 25 26 27 28 29 30 31 32 33 3�4 35 36 37 38 A. Materials 1 2 3. 1. ,Any data which has heen or may be provided on subsurface conditions is not intend�d as a representation ar warranty of aceuracy or continuity between soils. It is expressly understood that neither the City nor the Engineer will b�e responsible for in�erpretations or cnnclusions dravcm there from by the Contractor. Utility Sand a. Granular and free flowing b. Generally meets or exceeds the limits on deleterious substances per Table 1 for fine aggregate according to ASTM C 33 c. Reasonably free of organic material d. Gradation: Sieve Size Percent Retained 1 inch 0 318 inch 0-10 #40 20-60 #100 95 Cru,shed Rock a. Durable crushed rock or recycled conereie b. Meets the gradatian of ASTM D�q�8 size nurnbers 56, 57 or 67 c. May be unwashed d. Free f'rom sigxui�cazit silt elay ar unsuitable materials e. Percentage af wear not more than 40 percent per ASTM C131 or C535 £ Not mare than a 12 percent maxim.uzn loss when subjecti�e to 5 cycles of sodiuxn sulfate saundness per A5TM CS$ Fine Crushed Rock a. Durable arushed rock b. Meets the gradation of ASTM D44$ size numbers $ or $9 c, May be �nwashad d. Free from szgnificant silt clay or unsuitable materials. e. Hav� a pereentage oiw�ar nat more than 40 percent per ASTM C131 ar C535 f. Not zx�.ore than a 12 pereent maximum loss when subjeetive to 5 cycles af sodium sulfate soundness per ASTM G88 C1TY OF FORT WdRTH STANi]ARA CONSTRUCTIpN SPECIFICATIQN BOCliM�N7'S Revised April 20, 2fl21 Not�th Tarrmst �.t'p� ess Segrnenl3C Utility ,4ssembly 35W-U-0517 33 DS 10 - 7 UTILI'FY TI��NCH EXCAVATION, EMBSDMENT, AND BACICFIL[, Page 7 of 19 1 2 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 1$ 19 2�} 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 �t0 4l 42 �F3 44 45 46 47 48 49 �. E G'� 7. 8 9. B111aSi S�OlI� a. Stone raz�giug from 3 inches to 6 inches in greatest dimension. b, May be unwashed c. Free from significant silt clay or unsuitable znateriais d. Percentage of wear not more than 40 percent per ASTM C131 or C535 e. Nat more than a 12 percent maximum loss whan subjected to 5 cycles o£ sodium sulfat� soundness per ASTM C88 Acceptable Backfill Material a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from delet�rious materials, bou�ders over 6 inches in size and organics a Can be placeci free from voids d. Must hav�e 20 percent passing the number 200 sieve Blended Backf'�ll Material a. In-situ soils classified as SP, SM, GP ar GM in accordanc� with ASTM D2487 b. Blended with in-situ ar imparted aeceptable baekfill material to meet the requirements of an Acceptable BackfiIl Material c. Free from d�leteriou� materials, boulders over 6 inches in size and organics d. Must have 2Q percent passing the numher 200 sieve Unacceptable Backfill Material a. In-situ sails classified as ML, MH, PT, OL or OH in accorc�ance with ASTM D2487 Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less thaz� 35 c. Plasticity index ksetween $ and 20 Cernent Sfiabilized Sand (CSS} a. Sand 1) Shall be clean, durable san.d meet,ing grading requirements fnr fin� aggregates of ASTM C33 and t�e following requirernents: a} Classified as SW, SP, or SM by the united Soil Classificatian System of ASTM D2487 b) Deleteriaus materials (I) Clay lumps, ASTM C142, less than D.5 percent (2) Lightweight pieees, ASTM C 123, less than 5.0 percent (3} Organic impurities, ASTM C40, color na darker than standard color (4} Plasticity index of 4 or less when tested in accardance with ASTM D4318, b. Minimum of 4 percent cement content of Type IIII portland cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter ox ather deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug 3ni11, weigh-batch or continuous mixing plant. e. Strength 1) Sd to I50 psi cornpressive strength at 2 da�s in accordance with ASTM D1b33, Methad A 2) 200 ta 250 psi compressive stren�h at 28 days in accordance wiih ASTM D1633, Method A CITY O�' FflKT WORTH STANDARD CONSTRUCTlDN SPECIFICATION �OCUM�i�'1'S Revised April 20, 2021 Nvrth Tarraiat Expt•ess Segment 3C U�rlity �ssembly 35W-U-05I7 330510-8 UTILITY TRENCii EXCAVATIOIv, EMBEDMENT, AND pACKFTLL Page 8 of 19 1 3) The maximum compressive sirength in 7 days shall be 400 psi. Backfill 2 that exceeds the maximum compressive strength shall be removed by the 3 Contractor for no addiiional campensation. 4 f. Random samples of delivered product will be taIcen iun the field at point of 5 delivery for each day of placement in the work area. Specimens will be 5 preparcd in accardance with ASTM D 1632. 7 10. Controlled Low Strength Material {CLSM) 8 a. Conform to Section 03 34 13 9 10 lI I2 13 14 lS 16 17 18 19 20 21 22 23 24 25 26 11 Trench Geotextile Fabric a. Sails other than ML or QH in accordance vvith ASTM D2487 1) Needle punch, nonwaven geotextile composed of polypropylene fi�ers 2} Fibers shall retain thei�r relatzve position 3} Inert to biological degradation 4} R�sist naturally occurring chemicals S) W Resistant 6) Mirafi 140N by Tencate, or apgroved �qual b. �oils Classi�`ied as ML or OH in accaxdance with ASTM D2.4$7 1 j High-tenacity monoiilament polypropylene woven yarn 2) Percent open area of 8 percent to10 percent 3) Fibers shall retain their relative position 4) Inert ta bialogical degradation 5) Resist naturally occurring chemicals 6) UV Resistant '� Mirafi FW402 by Ten.cate, or approved equal 27 �.3 ACCESSORIES [NOT USED] 28 2.4 SOi7RCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 34 3.1 INSTAI,LERS [NOT USED] 31 3.2 EXAMINATIOlv 32 A. Verification of Conditions 33 34 3S 3b 37 3$ 39 4{l 41 42 1. Review all known, id�ntifi�d or rnarked utilities, whether public or private, prior to excavation. 2. Lacate and protect all known, identified and marked utilities or undexground facilities as excavation progresses. 3. Notify all utility owners within the project limits 4$ haurs prior to beginning excavation. 4. The informaiion and data shown in the Drawings with respect to utilities is appraximate and based on recard information or on physical appurtenances observed witYrin �e project limi�s. 5. �oordinate with the Owner(s} of underground facilities. CITY OF FOItT W�RTH Narllr Turranl Express Segmenl3C STANDARD CQNSTRUCTION SPECIFICATION DOCUMENT3 Ulility Assembly 35W-U �517 Ae�ised April2fl, 2Q21 330510-9 UTiL1TY TRBNCH �XCAVATION, ENfBEDNfHNT, ANU BAGKFILL Page 9 of 19 1 2 3 4 5 6. Immediately notify any utility owner nf damages to underground fa�ilities resulting from construction aativities, 7. Repair any damages resulting from the constr�ction activities. B. Notify the City immediately of any changed canditzon that itrnpacts excavation and installation of the proposed utilif,y. 6 3.3 PREPARATI4N 7 A. Protection of In-Place Conditians 8 9 10 11 12 13 14 1S 16 17 18 19 24 2l 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 I. Pavement a. Conduct activities in such a way thai does not damage existing pavement that is designated to renaain. 1} Where desired to move equipment not licensed far operation on publie roads or acrQss pavement, provide means to protect the pavement from all daznag.e. b. Repair or replace any pavement damaged due ta the negligence of t�e contractor otttside the iimits desigr�ated for pavement removai at no additional cost to the City. 2. Drainage a. Maintain positive drainage during construction and re-estalalish drainage for a11 swales and culverts affected by canstruction. 3. Trees a. When aperating outside of existing ROW, stake pez-manent aud teznpaxary construction easements. b. Restrict al1 construetion activities to the de�ignated easements and ROVV. Canduct excavation, cmbedment and backfill in a manner such that there is no damage to the tree canopy. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by t3�e City. 1) Pruning ar trimming may only be acconnplished with equiprnents speciiicaliy designed for tree pruning or ti•im.ming. - -- _ --- _ - -- _ ---- - - _ _ --- -- - �-��—� 4. Above ground St�ructures a. Profect all above ground structures adjacent to the canstrtxction. b. Remove abo�re ground structures designat�d for removal in the Drawings in accordance with Section 02 41 13 5. Traff'xc a. Maintain existing traffic, exe�pt as rnodified by the traffic control plan, and in accordance with Section 34 71 13. h. Do not black aecess to driveways or al3eys for extended periads of time unless: 1) Alternative access has been provid�;d 2) Praper natificatian has been provided to the property owner or resident 3) It is specifically allowed in the traffic control pIan c. Use traffic rat�d plates to maintain access until access is restored. 6. Traf�c Signal — Poles, Mast Arms, Pull boxes, Detectar loops C.ITY OF FQRT WORTH STANDARD CONSTRUCTION SP�CIFIGATIQN DOCUMENTS Revised Apri120, 2(12 f NorIH Tart�anl C�press Segmend 3C Utility Rssembly 35W-U-0517 33 as �o - io LfT1I.1TY TR�NGH �XCAVATION, EMBEDMENT, AND HACKFILL Page !0 of 19 I 2 3 4 5 6 7 8 9 10 11 A. Excavation 12 3.4 INSTALLATION t3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3� 33 34 35 3b 37 38 39 40 41 42 43 44 45 � 7. a. Notify the Cit�'s Traffic Services Division a minimum of 48 hours prior to az�y excavation that could impact the operations af an exis�ing traffic si.gnal. b. Protect all traffic signal poles, mast arms, pu11 boxes, traffic cabinets., conduit and detector �oops. c, Immediately notify tl�e City's Traffic Services Division if any damage occurs to any camponent of the traf�ie sig.nal due to �he eontractors aetivities. d, Repair any damage to the �raffic signal pales, mast artns, pull boxes, kraffic cabinets, conduit and detector loop5 as a result a�'the construction activities. 7. Fences a. Pratect all fences designated to remain. b. Leave fence in the equal orbetter condition as priar to construction. 1. Exeavat� to a depth indicated on the Drawings. 2, Trench excavations are defined as unclassified. No additional payment shall be granted for rflek or other in�situ materials encountered in tha trench, 3. Excavate to a vvidth suf�cient for layixag the pipe in accordance with the Drawings and bracing in accordance wifh the Excavaiion �afety Plan. 4. The bot�oxn of the excavation shall be firm and free from standing water. a. Notify the City immediately if the water and/or the in-situ soils do not provide for a firm trench bottom. b. The City nvi11 determine if any cha.nges are xequired in the pipe foundatian or bedding. 5. Unless otherwise permitted by the Drawings or hy the City, the limits of the excavation shall not advance beyand the pipe placement so that the trench may be backizlled in the same day. OYer Excavation a, Fill av�r excavatad areas with the specified beddang material as specified for the speeiiic pipe to be installed. b, No additional payment will be made far over excavation or additianal bedding material. Unacceptable Backfill Materials a. In-situ soiIs classified as unacceptable back�ll z�:aterial shall be separated from acceptable backfill materials. b. If �he unaec�ptable backfill material is to be blended in accordance with this Specification, then store material in a suitable location until the material is bl�nded. c. Remoue all unacceptable znaterial from the praject site that is nat intended ta be blended ar modified. 8. Rock — No additional compensatinn will be paid for rock excavation or other c�anged field canditions, B. Shoring, Sheeting and Bracing 1. Engage a Licensed Prafessional Engineer in the Stat� oi Tex�s to c�esign a site s:pecific excavation safety systezan in accordanc.e with Federal and State requirem�ents, C1TY OF F�RT �ORTT-1 STANDARD CON�TRiTCT1aN SPEC[FICATIOAI DOCUMEI�'i'S Re�ised April 20, 2D2f Nart1: Tarrarrt Express Szgmenl3C Utiliry Rssem6ly 35W U-0517 33 05 lU - 1 l UTILITY TRENCH EXCAVATION, EMBEDMENT, ANd BACKFILL Page 11 af 19 2. Excavation protectian systems sha�l be ciesigned accarding to the space Timitations as indicated in the Drawings. 3. Ft�rnish, put in place and maintain a treneh safety system in accordance with the Excavation Safety Plan and required by Federal, State or local safety requ'rrements. 4, If soil or water condiiions are encountered that are not addressed by the current Excavation Safety Plan, angaga a Licensed Professional Engineer in the State of Texas to �nodify the Excavatian Safety P1an and provide a revised submittaI to the e;�y. 9 5. Do nat allow soi3, or water containing soil, to rnigrate through the Excavation 10 Safety System in sufficient quantities to adversely affect �he suitability of the 1 l Excavativn Protection System. Movahle bracing, shoring plates or treneh boxes 12 used to support the sides oi the trench exeavation shall not; 13 a. Disturb the embedm�nt located in the pipe zone or Iower 14 b. Alter th� pipe's line and grade after t�e Excavatian Protection System is 15 removed 16 c. Compromise the compaction of the embedment located below the spring line af 17 the pipe and in the haunching 18 19 20 21 22 23 24 25 2fi 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 C. Water Cantrol 1. Surface Water a. Furnish all materials and equipment and perform al! incidental �rark required to direct surface water away fronn the excavation. 2. Ground Water a. Furnish all materials and equipment to dewater �;round water by a method which preserves th:e undisturbed state of the subgrade soils. b. Do not allow the pipe to be submerged witb.in 24 hours after placement. c. Do not allow water to flow over concrete until it has sufficiently cured. d. Engage a Licensed En�ineer in the State of Texas to prepare a Graund Water Control Pla� i£ any af the fallowing conditians are encountered: 1) A Ground Water Contral Plan is speeifically required by the Contract e. f. �• Documents 2) If in the sole judgment of the City, ground water is so sev'ere that an Engineered Ground �ater Control Plan is re�uired to protect the iranch or the installation of the pipe which may include: a) Ground water Ievels in the trench are unahle to be maintained helow the top of the bedding b) A firm trench bottam cannot be maintained due ta grouud water c) Graund water entering the excavation undermines ihe stability af the excavation. d) Ground water entering the excavation is transporting unacceptable quantitzes of soils throngh the Excavation Safety System. In the eveni that there is no bid item for a Ground Water Cantrol and th� City requires an Engineered Ground Vdater Cnntrol 1'lan due to conditions discavered at the site, the contrac#or will be eligible to submit a change order. Control of ground water sha11 be considered subaidiazy to the excavation when: 1) No Ground Water Control Plan is specifically identified and reguired in the Contract Documents Ground Water Control Plan installation, operation and mai�ntenance CITY OF FORT WORTH STANDARD CONS'7`ItUCT10N SPEGIFICATIpN DOGUM�NTS Revised April 20, 2021 North Tan•ant Eapress Segnier�l3G Ulrlity Assernbly 35W-U-pSI7 33 as io - �z UTILITY TRENCH EXGAVATION, EMBEDMENT, AN� BACKFILL Page 12 of (4 2 3 � S h. �a 11 12 13 14 15 i6 S'� 1s 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Water Lines less than, or equal to, 12 inches in diameter: a. The entire embedment zone shall be of uni%rm material. b. Utility sand shall be gene�rally used far embedment, c. Tf graund water is in suff'icient quantity to cause sand to pump, th�n use crushed rock as embedinent. 1) If cz-ushed roek is not speeifically identiiie.d in the Contract Documents, then crushed rack shall be paid by the pre-bid unit price. d. Place evenly spread bedding material on a firm trench bottom. e. Provide iirm, uniform bedding. f, Flace pipe on the bedding iu� accordance with the alignment af the Drawings. g. In no case shall the tap of the pipe be less than 42 inches from the surfac� of the propasad grade, unless specifically called for in the Drawings, h. Place embedment, including ini.tial backfill, to a minimurn of 6 inches, but not mo�e than 12 inches, above the pipe. i. Where gate valves are present, the initiai backfill sha11 extend �0 6 irtches above t�e elevation of the valve nut. j. Form all blocking against undisturbed trench wall to th.e dimensions in the Drawings. k. Compact embedment and initial baekfill. I. Place nnarker tape on top of the initial trench backf'ill in accordance with Section 33 05 26. 34 2. Water Lines 16�inches through 24-inches in diameter: 35 a. The entire eznbedn:�.ent zone shall be of uniform material. 36 b. Utility sand may be used far �mbedment when the e�cavated trench depth is 37 less than I S feet deep. 38 c. Cz-ushed rock or iine crushed rock shall be used far �mbedment for excavated 39 trench depths 15 feet, or greater. 40 d. Czus�aed rock shall be used for embedment for steel pipe. 41 e. Pro�ide trench geotextile fabric at an�+ location where crushed rock or fine 42 cx-ushed rock cama into eontact with utility sand 43 £ Place evenly spread bedding material on a firm trench hottam. 44 �, Provide firm, uniform bedding, 45 1) Additional bedding may be required if ground water is pr�sent in the 46 trench. 47 2) If additional crushed rock is required nat specifically identifi�d in the 48 Contract Documents, then crushed rock shall be paid by the pxe-bid unit 49 priee. 1) Furnish all xnaterials and equipment necessary to implement, aperate and rnaintain the Graund Water Control Plan. 2) �nce the excavation is complete, remove all ground water control equipment not called to be incorporated into the work. Water Disposal 1) Dispose of ground water in aceordance with City policy or Ordinan.ce. 2) Do not discharge ground water onto or across private property withou� written per�ission. 3) Permission from the City is required prior ta disposal into the Sanitary Sewer. 4} Dispasal shall not violate any Federal, State ox local regulation,�. D. Embedment and Pipe Placement CITT' Ok' FORT WORTH Norlli Ta�•,anP Express Seg,nent 3C STAIVDAIti] CONSTRUCTION SPECIFICATIOTI DOCUMENTS UtiliryRs,sembly 35W U 0317 Revised Apri120, 2U21 33OS 10-13 UTil.�f'X TRENC.H BXCP:VATiON, EIvIBEDMENT, AND BACKFILL Page 13 of 19 i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 17 h. i. J• k. 1. rn. n. o. P• Place pipe o�a the bedding accarding to the aIignment shown on the Drawings. The pipe line s�all lae withi�a: 1) �3 inche5 of the elevation on the Drawings far 16-inch and 24-inch water lines Place and eomgact embedment material to adequately support hau�c�es in accordance with the pipe manufacturer's recamm�ndations. Place remain�ing embedmeni including initial backfill to a minimurn of b inches, but not mare than 12 inches, abo�e the pipe. Where gate valves are present, the initial baek�Il shall extend to up to the valve nut. Compact the embedznez�t and initial backfill to 95 percent Standard Practar ASTM D 698. Density test may he perFormed by City to verify that the compaction of embedment meets requ�rezn.ents. Place trenc� geotextile iabric on top af the initial backfilI. Placa marker tape on top of the trench geotextile fahric in accordance with Section 33 OS 26. � !: i 1$ 19 2a 21 22 23 24 25 26 27 28 29 30 3I 32 33 34 35 36 37 38 39 44 4I 42 43 �44 45 4b 47 48 49 5� - � - . - - �.... - - � +��o-�+�e�_ - - .� . ---- - . --�� , _ . . .'�'�' ' - -- � ''d� rb!�-li��fl��i�� . - ♦ _ � -- _ �_ _ _ � - - -'�' ��' � � �-a��T�� -r - - - - - �-�. . - � ,�p�-�� l� �r�e .�. ,._ .. . - - , �-iii _ �- _ _ �. - - <�' � �, . - � �t�� F� Gj_�._Y'. .. - _._ �"' - _ J �_ � �_ t. _l. �_�"__.- � .T+ �w. �_ _ - - • , _�p�.a£�B= _�= �.===ety::_ , ' +�y_ � � _ - -' ` �� _ , � � L _ ' ' _ _ _.y �. .�.,i�'� � -art: ~ _ _ _ _ ��""�'eS� _ . - . _� �. I"�� ae�� _ _�� _ _ w - �-- ---�.� � =-t��3 - �� 4�a ..�,.i. ��... � � ti_ .�_a � . _ _ ,�. CiTY OF FORT WpRTH STANDARD CONSTRUCTION SPECIFICATiON DpCUMENTS Revised Apri120, 2021 L � � , No17h Tm•� nni �xpress Segme�l 3C 1ltiiity r�sse,n6ly 35W-U-0517 33 as �o - ia UTILITY TIt6NCH EXCAVATIDN, EMBEDMENT, AND BACKFILL Page I4 of l9 4 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2:4 25 26 27 2$ �� ' �� _ - y ��: -aas., ' - - F�-�e $�e�: �£ ��..�,{;:� -- � 16� , . � � , �, � , . � �_ ��5�� ie��a� 29 t . 30 . • 31 • 32 - - 33 34 � , 35 3b �: 37 �. 38 _ , 39 � 40 - - • 4I . 42 � -., 43 . — - - 44 - - • 45 - `� 45 ,• �m�►� r� �na 47 � . F' �38 . 49 • Sa _ :n e g� y.. rs e.. r � n,...,,..�a n.,. CITY OF FORT WORTH STANDARD CdNS"CRUCTION SFECIF1CATfON DOCUMEN7`S Revised April 20, 2021 Nortle Tarranl �'xpress Segrraen! 3C Utilzry Asse,nbly 35W-U-0517 3305T0-IS UTILITY TREIVCH EXCAVATION, �MBEDMENT, AND BACKFILL Page l5 of l9 I'. i + , 1 2 3 �} 5 6 7 8 9 10 11 12 13 i4 15 lb 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 4] 42 43 44 45 46 47 - - - - - �.. - - - -- � � _ __. �.� �=�- - , �- ' _ �� - -- . ; .__ - �» -- - �: - - � - �o-e�+e-Se - - � -- - . _ ' - `i:,?�16: -,� �'�.� �` T -��: - - #�o �� ,.. _ � �,�, � .r��: ., . - ' _ �-t�ae :}8: � _- - , -. ' � • .,�,�� »� - - - - �# - ` �, �1�: `-T_ �-b�ag- - -�� = t�et� -_ , --_ _--_- �-- .— -- �.� - � � --��: _ �" .. :� - �$ - - . =-�;e�n - . _ _� �-' - - _ - ' - � -- -- - - '. o- �` —+� �' x�E� - e . � �. � i�. s� �.�r~-�.-- .,;-.P, =- _ - _ `� �k: �F _ • _ �-i� � �i �iv-�' i� ' -ii ! , - . , - �v1�,.n - �� :� �.� � - - �� s , i* - �.�r . • . �� -=��-= �� :�: �- ---- ----- �� _� . �� E. Trench Bacicfill CiTY OF FORT Wd12TH STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS Revised April 20, 2021 North Tmrcrnt Eapress Segmen13C Utility Assembly 35W-U-0517 33osio-i� UTILITY TRENCIi F3CCAVATION, EMBEDMENT, AI�D BACKFILL Page I6 of 19 1 1. At a rninirnum, place baekfill in such a mauner that the required in-place density 2 and moisture content is obtained, and so that there wi11 be no damage to the surface, 3 pavement or structures due to any trench settlement or trench movement. 4 a. Meeting the requirement herein does not relieve khe respnnsibility to damages 5 associated with the Work. 6 2. Backfill Material 7 a. Final backfill depth less tnan 15 feet 8 1) Baekfill with; 9 a) Acceptable hackiill material 10 b) Blended backiill material, ar 11 c} Select backfill zrzatez�al, CSS, ar CLSM when specifically required 12 b. Final backiill depth 15 feef or greater: (under pa�vement or future paveznent) 13 1) Bac�fill depth from 0 to 15 fcet deep I4 a} Backfill with: 15 (1) Acc�ptable backFill material 16 (2) Blended backfill material, or 17 {3) Selecf backfill material, CSS, or CLSM when speci�ically required 18 2) Backfill depth from 15 feet and greater 19 a) Backfill with: 20 (Ij Select Fill 21 (2) CSS, or 22 (3} CLSM when specifically required 23 c. Final backfill depth 15 feet or greater: not under pavement or future pavement) 24 1) Backfill with: 25 a) Acc�ptable backfill material, or 26 b} Blended backfill �naterial 27 d. Backfill for service lines: 28 1) Backfll for water or sewer service lines shall be the same as the 29 requirement of ihe main that the service is connected to. 30 3. Required Compaction and Density 31 a. FinaI backfill {depths less than 15 feet) 32 1) Compac� acceptable backfill material, blended backfill rnaterial or select 33 backf Il tv a miniznum of 9S percent Standard Proctor per ASTM D698 at 34 moisture cantent within -2 to +5 p�rcent of the optimum moistu�re. 35 2} CSS or CLSM requires no compaction. 36 b. Final backfill (depths 15 feet and greaterlunder existing or future pavement) 37 1) Compact select backfill to a minzmum of 98 percent Standard Proctor per 38 ASTM D b98 at moisture content within -2 �o +5 percent af the optirnum 39 moisture. 40 2) CSS or CLSM requires no compaction. 41 c. Final backfall (depths 15 feet and gr�aterinnt under existing or future pavement} 42 1) Compact acceptable baekfill rnaterial blended backfill material, or select 43 back�ll to a minimum of 95 percent Standard Proctor per ASTM D 698 at 44 moisture content within -2 to +5 per�ent o£ the optimum moisture, �5 4. Saturated Soils 46 a. If in-situ soils consistently demonstrate ihat they are greater than 5 pez�cea�t over 47 optimum tnoisture content, the sails are considered saturated. 48 b. Flooding the trench or water jetting is strictly prohihit�d. C1TY p� �OR�' WORTH Nortl� Tar�� anI �xpress Segrnent 3C STANDARi7 CONSTRl1CT10N SPECIFICATION �OGUMENTS Ulility .4ssernbly 35W-U-0517 Revised Apri120, 202i 33 65 10-17 UTILITY TRE�ICH 6XCAVATION, EMBEDMENT, AND SACKFILL Page 17 of 19 2 4 10 11 12 13 I4 1S 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 e. � If saturated soils are identified in the Drawings or Geoteci�nical Rapart in t�e Appendix, Cantractor shall proceed with Work following all backfill procedures outlined in the Drawings for areas of svil saturation greater than 5 percent. If saturated soils are encountered during Work but not identified in Drawings or Geotechnical Repvrt in the Appendix: 1) The Contractor shali: a) Immediately notify the City. �) Submit a Contract Claim far Extra Wnrk associated with direction from City. 2) The City s�iall: a} Investigate soils and determine if Work can proceed in the identif�ed location. b) Direct the Contractor of changed backfill procedures associated with the saturated soils thai may include: (1) Imported backfill (2) A site speciiic backiill design 5. Placement of Backfill a. Use only compaction equipment specifically designcd for compaction of a particuiar soil type anc� within the space and depth limitation experienced in the trench. b. Flooding the trench or water setting is strictly prohibited. c. Place in loase lifts not tfl exceed 12 inches. d. Compact to speciiied densities. e. Compact only on top of initial backfill, undisturbed trench or previously conapacted back�Il. f. Remove any loose materials due to the movement of any trench box or shoring or due to sloughing of the trench wall. g. Install appropriate tracking ba11s for water and sanitary sewer tr�nches in accordanee with Section 33 OS 26, 31 6. Backfill Means and Methods Demonstration 32 a. Na#ify the City in writing with sufficient time far fhe City to obtain samples 33 and perform standard proctor test in accoxdance with ASTM D698. 34 b. The results of the stanc�ard proctor test must he received prior to beginning 35 36 37 38 39 40 41 42 43 44 45 46 �F7 48 44 excavation. c. Upon commencing of baekfill placanr�ent for the project t�e Contractor s�all demonstrate means and methods to obtain the required densities. d. Demonstrate Means and Methods for compaction including: 1} Depth of lifts for backfill which shall not exceed 12 inches 2} Me�hod of maisture cantrol for excessively dry or wet backfill 3} Flacement and maving trench box, if used 4) Com.paetion tec�niques iun an open trench 5) Compaction techniques around stt��cture e. Provide a testing trench box ta provide access to the recentIy backfilled mate�rial. f. The City will provide a qualified testing lab full time during this period to randomly test density and moisture continent. 1) The testing lab will pra�zde results as available on the jab site. 7. Varying Ground Conditions C1TY OF FOitT WORTH STAIVDARI] Cq]+ISTRIICTIdN SPECIPICATION DOCUMENTS Revised Apii120, 2�21 Norlh 7"urrunt L'xpress Segmei�l3C Utility Assembly 35W-U-DS77 33Q510-18 UTILITX TRENCH EXCAVATIO]V, EMBEDMENT, AND BACKPILL Page I S af i 9 1 a. Notify the City af varying ground conditions and the �eed far additional 2 proctors. 3 b. Request additional proctors when soil conditions change. 4 e. The City may acquire additional proctors at its discretion, 5 d. Signiiicant ehanges in sail canditions will require an additional Means and 6 Methods demanstratian. 7 3.5 REPAIR [NOT USED] 8 3.6 RE-INSTALLATIUN [NOT USED] 9 3.7 FIELD QUALITY CONTROL h�l .��1 ! V� ;�',1L1 N�! 1' 'lAlll 1' 1�1'1 ��1-. =,��a IO ��"`—U T, r� 7� �; K�`i%�" `'I"- ITEM 4p0 IS INCLUDED �EHiND THIS I1 �pELiFIC;ATIONj 12 13 14 15 lb 17 18 T9 20 21 22 23 24 25 2b 27 28 2� 30 31 32 33 34 35 36 37 38 39 40 4i 42 43 44 45 46 47 '- - r. _ .. r. � � ,� , �� . �� - + . • a Y. � e � Y. . ' --. _ - _ ._-b --- - � - .�e�: -r�,_ r�:so a.:yt ,L.a_.._:..._ }w_ t.�..,.,.:.... „�- C1TY OF FORT WORTH STANAARA CONSTRUCTTON SPECI}'ICATIQN IlOCUM�NTS Revised Apri120, 2021 Norfh Tarr•anl Express Segrnenl3C Utrlify Assembly 35W-U-0577 33DS]0-19 UTILITY TRENCH E?CCAVATiON, EMBEDMENT, ANA BACKFILL Page l9 af 19 I 1 � 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 18 19 zo 23 22 23 24 25 26 27 zs -�-+1K `- ., --- ! , � _ _=�:.�ia _ • � __ __ _ :s_�� . _ _ �_.. ��1 _ - - - , r-- -. ; }�z-�r•� � . �6-��lEr - ,r} -�ept�e€test� `�}`-��el�eieE� �-�'�� —�e�-��- - �t�- :- - - ,�t�� _ _ -- �- -� -- - — -�. - - - - - , _- _ �: - -k- �d-�•�—�� - ,_ . ,__�R�=. 3.8 SYSTEM STARTUP [NOT USED] 3.9 A.DJUSTING [NOT USED] 3.10 CLEANING [NOT USED� 3.11 CLOSEOUT ACTIVITIES [NOT i1SED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [IiTOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revisian Log DATE NAME SUMMARY OF CHANG� 1.2 — Added Item for Concrete Encasament for Utility Lines Various Sectians — Aevised Depths tn Include LS' and greater 12/2Q/2012 D. Johnson 33,A — Additional notes for pavement protection and pasitive drainage. 3.�4.E.2 — Added requirements far backfill of service tines. 3.4.E.5 — Added language prnhibiting flooding of trench 1.2.A.3 — Clerified mcasurement and payment for conerete e�casement as per plan 6/18l2013 D.3nhnson quantity 2.2.A — Added language far eoncrete encasement CITY QF FORT WORTH Nor1h TarraHt Express Segment 3C STANDARD CONSTRUCT103d SPBCI�ICATTON DOCUMENTS �Itilrly Assembly 35W-U-0517 Revised Ap�til 20, 2421 �oo Item 4�� car►��ion a�d ��l�fill #�r �tr��res 1. DESCRIPTIOP! 2. 3. 3,1. _ � �as �,►��t or r�R�o„ Excavate for placement and construction of structures and backflll sfrucfures. Cut and reskore pavement. MAi�i�IA�,S ■� Item 421, "Hyd�aulic Cement Concrete," antl o _ !, "Hydrau(ic Cement.° Use materials that meet fhe requirements of the following Items. � Item �401, "Flowa�le Bacicfill," CONS�'R�l��lOAE Excavatior�. 3.1.1. General. Excavate to the lines and grades shown on the plans or as directed. Pravide slopes, benching, sheeting, braeing, pumping, and bailing as necessary to maintain the stability and safety of excavafions up to 5 ft. deep, �xcavation protection far excavations deeper than 5 ft. are governed by Item 442, "T�ench Exeavation Protection," and ltem 443, "7emporary Spec3ai Shoring." Use satisfactory excavated material as backfill ar as embankment fill in accardance with Item 132, "Embankment," Dispose of material not incorporated inta the final project off the right of way in accardanca with federal, state, and local regulafians, Keep any lapsoil that has been remaved separate, and replace it, as nearly as feasible, in i#s original positian when excavating for installation vf s#ructures across private property or beyond the limifs of the embankment. Reskore fhe area to an acceptable condition. Excavate dri]led shafts in accortlance wiih Item 41B, "Drilled Shaft Foundations." 3.1.1.1. Ohstructians. Remove obstructions to the proposed construction, incl�ding lrees and other uegetation, debris, and structures, over the width of the excavation to a depth of 1 ft. below the boftam of excavation. Remove as required to clear the new structure and plug in an approved manner if abandoned storm drains, sewers, or other drainage systems are encountered, Restore lhe bottom oF the excavation to grade by backfilling after removing obsfructions in accordance wit� this Item. Dispose of s�rplus materials in accordance wifh federal, state, and local regulations. 3.1.1,2, �xcavatian in Streets, Cut pavement and base to neat lines when slrucfures are installed in streefs, highways, or other paved areas. F2estore pavement skructure after camplelion of excavation and backfiliing, Maintain and confrol traffic in aCeordance with the approved lraffic control plan and fhe TMUTCD. 3.1,1.3. Utilitfes, Camply wi#h the requirements af Article 7,15., "Responsibility for Damage Claims.° Canduct work with minimum disturbance of existing utifities, and caordinate work in or near utilikies with the utilify owners, Inform utility owners befare work begins, allowing them enough time to identify, locafe, reroute, or mafce other adjuslments ko utility lines. Avoid cutting or damaging undergrovnd utility lines ti�at are to remain in place. Pramptly notify the utility company if damage occurs, Provide temporary flumes across #he excavation while open if an active sanitary ano sewer line is damaged during excavation, and resfore the lines when backfilling has progressed to the original bedding lines of the cut sewer. 3.1.1.4. De•Watering. Conslruct or place structures in the presence of wateronly if approved. Place precast members, pipe, and concrete only on a tlry, firm surface. Remove water by bailing, pumping, well-point installatian, deep wells, underdrains, or ather approved methad, Remove standing water in a manner #hat does not allow wafer movement through or alongside eoncrete being placed if structures are approved for placement in the presence of water, Pump or bail only from a suitable sump separated from the conc�ete work while placing structural concrete or for a period of at feask 36 hr. thereafter. Pump or bail during placement of seal concre#e only to the extent necessary to maintain a static head of water within the cofferdam, Pump or bail to de-water inside a sealed co�ferdam only after the seal has aged at least 36 hr. Place a stabilizing material in the bottom of the excavation if the bottom of an excavatio� cannat be de- watered to the point lhe subgrade is free of mud or it is difficult to keep reinforcing steel clean, Use flexible base, cement-stabilizetl base or backfill, lean concrefe, or okher approved skabilizing material. Provide concrete with at least 275 Ib. of cement per cubic yard, if lean concrete is used, and place ta a minimum depth of 3 in, Stabilizing material placed far #he canvenience af the Contractor will be at the Contractor's expense. 3.1.2. �ridge Faur�datians and �etaining Walls. Do not disturb material below the bottom of footing grade. Do nof backfill to compensate for excavation that has extended below grade. Fill the area with concrete at the kime fhe foofing is placed if excavation occurs below the propased footing grade. Additianal concrete plaeed will be at the Contractor's expense. Take core samples to determine fhe character of the s�pporting materials if requesfed. Provide an intact sampke adequate to jutlge the character of the founding material. Take fhese cores when the excavation is close to completion. Cores shoufd be approximately 5 ft. deeper than #he proposed founding grade. Remove loose material if t�e founding stratum is rock or anofher hard material, and clesn and eut it to a firm surface thaf is level, stsppetl, or s�rrated, as directed. Clean oul so� seams, and fill with concrete at the time the footing is placed. Place the foundation once the Engineer has inspected the excavation and authorized changes have been made ko provide a uniform bearing condition if the material at the footing grade of a refaining wall, bridge bent, or pief is a mixture of compressible antl incompressible material. 3.1,3. Cofferdams. The term "cofferdam" designates any tem�orary or removable structure canstrucked to hold surrounding earth, water, ar bokh out of the excavatian vuhether the structure is formed of soil, timber, steel, concrete, or a combinakion of tfiese, Use pumping wells ar well points for de-watering cofferdams if required. Submif details and design calculafions for sheet-pile or other types af cofferdams requiring structural members bearing the seal of a licensed professional engineer for review before constructing the cofferdam. The Department reserves the right to reject designs, Design strue#ural systems to comply with the AASHTp Sfandard Specifrcafions for Highway 6rrdges or AASHTO LRFD 8ridge Design Specrircatians. Interior dimensions of cofferdams must provide enough clearance for the eansfrucfion, inspection, and removal af required forms and, if necessary, enough room to allow pum�ing outside the forms. Extend sheet-pile cofferdams well beEow the bottom of the footings, and make concrete seals as w�ll braced and watertig�t as pracficable. Use Class E concrete for foundation seals �nless oiherwise specified, Piace concrete foundafian seals in accordance with Item 420, "Concre#e Substructures." Seals placed for the canvenience of fhe Cantractor will be at the ContCactar's ex�ense. Make the excavation d�ep enough tn allow for swelling of #he material at the base of the excavation during pile-tlriving operations when the Engineer judges it to be i�rnpractical ia de-waier inside a cofferdam and a 440 concrete seaf is to be placed araund piling driven within fhe cofferdam, Remove swel[ing material to the bottam of fhe seal gratle after driving the piling, Remove the foundation maferial fo exact foating grades wh�re it is possible to de-waker 9nside the cofferdam wilhout �lacing a seal after driving piling. Do not backfifl a fountlatian ka compensate for excavation that has been extended belaw grade; fill such areas below grade with concrefe at khe kime the seals ar footings are placed, Remove cafferdams after complsling the substructure without �isfurbing or damaging the structure unless otherwise pravided. 3.1,4, Culverts and Storm �rains. When the design requires special bedding conditions far culverts or storm drains, an excavatian diagram will be shown on the plans. Do not exceed these limits of excavation. Construct pipe strucfures in an open cut with verlical sides extending to a paint 1 ft, abave the pipe unless otherwise shown on the plans. When siEe conditions or the plans da not prohibit sloping the cut, the excavakian may be stepped or laid back to a stable slope beginning 1 ft, above tfi�e pipe, Maintain the stability of the excava#ion throughout the constructian period. Construct khe embankment for p9pe to be installed in fll above natural ground to an elevation at least 1 ft. above the top of khe pipe, and then excavate for the pipe, 3,1.4.1, Unstable Material. Remove the material to a depth of no more than 2 ft, below fhe grade of the structure when unstable soii is encountered at established fooling grade, unless the Engineer authorizes additional depth. Replace soil remaved with sfable material in uniform layers no greater than 8 in, deep (laose measuremeni). Each layer must have enough moisture to be campacted by rolling or tamping as required to provide a stable foundafion far the structure, Use special materials such as flexible base, cement-stabilized base, cement-stabilized backfill, or other approved material when it is not feasible to consVuct a stable foundation as oullined above. 3.1,4.2. Incampressihle Material. Remove the incom�ressible material to 6 in, belqw the footing grade, backFill with an appr�ved compressible material, and compacf in accordance wiih Section 40D.3,3., "Backfill," if rack, parl rock, or other incompressible material is encountered at established fpoting grade while placing prefabricatetl elements. 3.2. Shaping and �edding. Place at least 2 in, of fine granular material for precast box sections on the base of the excavation before placing the box sections. llse bedtling as shown in Figure 1 for pipe installafions, Use Glass C betltling unless otherwise shown on the plans. The Engineer may require the use of a template ta secure reasonably accurate shaping of the foundatian maferial. Undercut the excavation at leasi 4 ir�, where cement-stabilized backfill is indicated on the plans and backfill with stabilized makerial fo suppork the pipe or box at the required grade. 40� � �- Outsid� di�nneter DP D d horizant�l dimension 5.27" 3" n� Insid� diamet�e af pip� 30" to GO" �" d- Min. �eddi�g �ateriel 6elow pipe � 6b" 8" in. Mi�. ;:�,;:q,:..,.�::�: f' e ra�ular �'l,";;. ��1 �a�,ri�l s� :�:�; t;,�.��., .t::_.._..�.s;. in. i� �.� �e� C�m��t � � ^ oe e�u,Q a �� Min. p � a ��ia 4�Y1» o tOn[. [I.A55 A li _ �'� �` //, - �� - � - � =. .. �� -: . _.� , ,� : ,_ ,_ ; �C �pecte� ��kf ill Shaped S��grade LA� 1g� in. F1in. hap�d ..uhgrade C A55 C Figure 1 �eddine Diagrams 3.3. �acf�fill, G 3.3,1. General. Backfill the excavation after placement of the permanent slructure as soon as practicaL llse backfill free from stones farge enough to inter�ere with compactian; large or frozen lumps #hat wil! not break dnwn readi[y under compackion; and wood or ather extraneous material. Obtain backfill material from excavation or from other sources. Place back#ill in fayers �n greater than 1q in. deep (loose measurement) in areas nat supporting a completed road�ed, retaining wall, or embankment. Pface backfil� in unifarm layers no greater than 8 in. deep (loose measurement) in areas supporting a portion of a roadhed, retaining wall, ar embankmenL Compact each layer to meet the density requirements of fhe roadbed, retaining wall, embani�ment material, or as shown an the pfans. 4 400 Bring each layer of backfill material ta the moisture contenf needed to ob#afn the required tlensiiy. Llse mechanical tamps or rammers to compact the backfill. Roilers may be used to compact backfill if feasible. Cohesionless materials may be used for backfilling. Use cohesionless materials that conform to the requirements of Table 1. Table 1 Coheslonless Nlaterial Gradatipn Llmits Sieve 5i�e Percent �efaEned #10 Note 1 #200 9a-1Q0 No.10 sieve requirements are 0 to 30% retained winen used as aggregate cement-stabilized backfill. Compact cohesianless materials using vEbratory equipment, water-ponding, or a combination of bofh. 3.3,2. �ridge F'oundatlons, Retaining Walls, Manholesllnlets, and Box Culver�s, Place backfill against the structure anly after the cflncrete has reached the design strength required in Item 421, "Hydraulic Cement Cancrete." Backfill retaining walls wilh material meeting the requirements oF Item 423, "Retaining Walls." Backfill around bridge foundations, manholeslinlets and culver#s using material with particles no more than 4 in, in greatest dimension antl a gradation that permits thorough compaction, lJse rock or gravel mixed with soil if ihe percenkage of fines is enough to fill all voids and ensure a uniform and lhoraughly compaeted mass of proper density, Use mechanical tamps and rammers to avoid damage to the slrucfure where backfill materia! is being placed tao close to the structure fo permif compacfion with blading and rolli�g equipment. Avoid wedging actian of backfill against structures. Step or serrate slopes baunding the excavation #o prevent such action. Place backfill uniformly around bridge foundations. Place backfil! equally and in uniform layers along both sides of manholeslinlets and culverts. The Engineer may require backfilling of structures excavatetl into hard, erosion-resistant material, and subject to erosive forces, with stone ar lean concrete, Box culverts may be opened to traffic as soon as enough backfill and embankment has been placed over the fop fo profect culverks againsl damage from heavy conslructinn equipment, Repair damage to culvert caused by canstruction traffic at no additional expense to lhe Department. 3,3,3, �ipe. Bring backFll material to the proper moisture condition after instafling betlding and pipe as required and place it equally alang both sides of the pipe in uniform layers na greater fhan 8 in. deep (loase measurement). Compact each liff inechanically, 7horoughly compact materials placed under the haunches of the pipe to prevent damage or displacement of the pipe, Place backfill in this manner ta fhe top-of-pipe elevation. Piace and compact backfill above ti�e top of khe pipe in accordance with Section 400.3,3,1„ "General." The Engineer may reject backfill material containing more than 20°/o by weight of material retain�d on a 3 in. sieve wikh Earge lumps not easily broken down or that cannot be spread in loose laysrs. Material excavated by a trenching machine will generally meeC the requirements of this Sectian as long as [arge stones are not present. Place a�d compact additional material where pipe extends beyond the toe of slope of lhe embankment and the depth of cover provided by backfill to the original ground level is less ihan lhe minimum required by the specifications for the type of Pipe invalved until the minimum cover has been provided. �oa 3.3.4. Cement•Stabiliaed �ackfill. Backfill the excavation to ihe elevations shown wiih cement-stabilized backfifl when shown on the plans. Use cement-stabilized backfill that contains aggregate conforming lo the gradalion limits shown in Table 9, water, and a minimum af 7°� hydraulic cement based an fhe dry weight af fhe aggregate,in accortlance with _ . Piace cement stabilized backfill eq�ally afang tfi�e sides of sfruclures to prevent strain on or displacement of the structure. �iil voids when placing cement-stabifized backfill, fJse hand-operated tampers if necessary to fill voids. � 3.3.5. Flawable �ackfill, Backfill Ehe excavatio� with flawable backfill to the elevations indicated when shown on khe plans, Prevent the structure from being dispiaced during ihe placement of the flawable fll, and prevent fiowable fill from entering manholeslinlets and culverts, and drainage structures, 4. IIIO�/go�UR��fi�f�E� This is a plans �uantity measurement Item. The quantity to be paid is the quantity shown in [he proposal, unless rc�odified by Article 9,2., "Plans Quaniity Measurement." Additional measurements ar calculations will be made if adjustments af quantities are required. 4.1. Structural �cavation. Unless shown on the plans as a pay item, skructural excavation quantities shawn are for information purposes only. Nlhen structural excavation is specified as a pay item, sfrucfural excevation for pipe headwalls, inlets, manholes, culvertor storm drain extensions less than 15 ft, long, bridge abutments, retaining walls, and side road and private enfrance pipe culverts will not be measured. I�o allowance r�ill be made for variance from plans quantity incurred by an alternate bid. When specified as a pay item, strucfura[ excavation wilf be measur�tl by the cubic yard as computed by the average end areas mathod. Excavation diagrams on the plans take precetlence over the provisions of t�is Article, 4.1.'f. �aundaries of Measurement. 4.1.1.1, pipe. 4,1,1,1.1, �ipe up to 4� Inches. Far pipe up to 42 in, naminal or equivalent diameter, no material autside of vertical �lanes 1 ft, beyond and parallel to the horizontal projection of the outside surfaces of the pipe will ba included. 4.1.1,1.2. �ipe �arger than 4a lnches, For pipes larger than 42 in, nominal or equivalent diameter, no material outside of vertica[ planes located 2 ft. beyond and paraHel to the horizonfal projection of the autside surfaces of the pipe will be ineluded. Quanlities for excavafion in fill above natural ground include 1 ft. ab�ve the top of the pipe regardless of the height of completetl fill. Excavation for pipe will be measured between the extreme ends of the cflmpleted sfrucfure including end appurfenances as shown on the plans and from centerline to cenferiine of inlefs, manholes, etc. 4.1.1.2. Structural Plate 5tructures, No material outside of vertical planes 3 ft. beyond and parallel to fh� horizantal projection of the outside surfaces af the sfruclure will be included. When the quality of lhe existing soil or embankment is less than that of the propased bac�cfiill material, the fimits of ineasurement wilf be extended to vertical planes located 112 of the span beyond khe horizontal projection of the outside surfac�s of khe structure. 4.9.1.3. Foot�n�s, Wal1s, �oxes, and Other �xcavation. I�o materiai outside af vertical planes 1 ft. beyand and parallel to t�e edges of the footings or outside walls will be included whefher or nat a cofferdam or shoring is �ao used, When plans provide the option af cast-in-plaee or precasf boxes, measurement will be based on the cast-in-place option. Where excavation in addition lo that allawed for the footings is requir�d for ather partions of the structure, measurement for the additional excavatian will be limited laterally by vertical planes 1 ft. beyond the face of the member and parallel to it, antl vertical{y to a de�th of 1 ft. below fhe bottom af the member, 4.1.1.4, �xcavation near Roadways and Channels. At structure sifes other than culverts and pipe excavations, t�e measurement o# structural excavation will include only material below or outside the limits of the completed raad or channel excavation. Roadway and char�nel excavafion wi[I be paid under Item 110, "Excavation." For culverts except side raad and private en#rance culverts, excavation within the limits of the structure and below or oukside the limits of the completed roadway excavation wiil be measured as struckural excavation, 4.1.2. �alseworh. No measurement will be matle for excavatian necessary for placing #orms or falsework that exceeds the limifs given in 5ection 404.4.1,1., "Boundaries of Measurement." 4,1.3, Swelling. Measurement will not include materials removed befow footing grades to compensate for anticipated swelling due to pile-driving, nor wNl it include material required to be removed due to swelling beyond #he specified limits during pile-driving operations. 4.1.4. Cave-Ins. Measurement will not Include adtlitional volume caused by slips, slides, cave-ins, silting, or fill material resulting from the aetion of the elements or the Contractar's operation. �.4,5. Undercut. Where rock flr other incompressible or unstabEe material is undercut to provide a suitable foundation for pipe or box sectians, such material below grade directed to be removed will be measured for payment, 4,1.6, Grade Change. Additional measurement will be made af lhe volume of excavation involved in the lowering or raising of fhe elevation of a footing, Foundation, or structure ur�it, when such grade change is autharized, 4.2. Cement-Stabiliged �ackfill, Cement-stabilized baekfill will be measured by the eubic yard as shown on t�e plans. 4.3. Cutting and Restaring Pavement, Cutfing and restoring pavement will be measured by lhe square yard as shown on the plans. Excavation below pavemenk or base will be measured as structural excavation of the perlinent type. �. P�YMENT 6.1. 5tructuraf �accavation. Unless specified as a pay item, struclural excavatian and backfill performed, and material furnished in accordance with fhis Item will not be paid for direcfly but are subsidiary to pertinent Items. When structurel excavation is specified as a pay item, the excavation and bacicfili work performed, and malerials furnished will be paid for at the unit price bid for "Struc#ural Excavakion,° "Structural Excavation (Box)," "Structural Excavation (Pipe)," and "Structural Excavation (Bridge)." This price includes concrefe to compensate for excavation thaf has exfended below grade far bridge foundations and retaining wafls, antl backfilling and compacting areas that were removed as part of struckural excavation, Cofferdams or other measures necessary for supporting excavations less than 5 ft. deep will not be measured or paid for directly but will be subsidiary ta the Contract, Foundation seal concrete for cafferdams, when required, wi11 be paitl for as provided in the pertinent Items. If no direct method of payment is provided in the Contract, khe work will be measured and paid for in accordance with Article 9,7,, "Payment for �xtra Work and Force Accaunt Method." 5eal placed far the convenience of the Contractor will not be paid for, 4flD lJnless otherwise provid�d, stone ar lean concrete backfill around sfructures as provitled for In 5eclion 400.3.3.2., "Bridge Foundations, Retaining WaHs, Manholesllnlets, and Box Culverts," will be measuretl and paitl for as �xfra work in accordance wikh Article 9.7., "�'ayment for Exkra Wor� and Force Account Method." When stn,ictural axcavation is specified as a pay item, a partial payment of 5D�� of the bid price will be made for structural excavation completed to the satisfacfion of the Engineer but not backfilled. The remaining amount will be paitl upon completion of backfi�ling. When khe Contractor elEcts to excavate beyond plan reguirements, no measurament wi11 be made of the atlditional volume. 5.2, Removal and Fteplacement of Unsuitable or Incompres5ible Material. Remaval and replacement of material will be paitl for if directetl. Removal and replacement of material or placement of special material made necessary by the softening of founding makerial due to lhe Contractor's sequence af wark ar operation, will be at the Contraclor's expense. Specia� makarial used or additional excavatian made for the Contractor's convenience will not be paid for. 5,2.1. Structural �xcavation as a Pay Item, Where special materials are not required or specified, paymentfor the removal and replacement of unstable or incompressible maferial will he made at a price equal to 200% of the unit price bid per cubic yard for Structural Excavation. When the Contractor elects to remove and replace material deeper than directed, na measuremeni will be made on that portion below the directed elevation. This price is full compensation for removing the unstable or incom�ressible material; furnishing, hauling, plac�ng, and campacting suitable replacement material; and equipment, labor, tools, and incidentals. When the plans specify or when directed, the use of special matarials sucf� as flexible base, cement- stabilized base, cemant-stabilized backfill, or olher special material, paymenk for exca+raiion below foating grades will be made at the unit price bid for Structural Excavation. Paymenl for furnishing, hauling, placing, and compacfing the flexible base, cement-stabilized base, cement-stabilized backfill, or other special materials will be made at the unit price bid for these items in the Contract, or, if the required material is not a bid item, in accordance with Article 9.7., `Paqment for Extra Work and Force Accaunk Methad." 5.2,2. Structural �xcavation Not a Pay 1tem. Where special materials far backfdl are noi required or specified, payment for t�e authorized removal and replacement of unstable or incompressible material will be measured and paid for at$15 per cubic yard of makarial removed. 7his price is full compensation for removing the unstable or incampressible materiai; furnishing, hauling, placing, and c�mpacting suikable replacement material; and equipment, labor, tools, and incidenfals, When the plans specify or when directed, the use of special materials such as flex9bie base, cement- stabilized base, cement-siabilized backfill, or other special material, excavation below the footing grades wip be paid far at $1 Q per cubic yard. Paymenf for furnishing, hauling, placing, and compacting the flexible �ase, c�ment-stabilized base, cement-stabilized back611, or ofher special materials will be made at the unit price bid for these items, or, if lhe required material is not a bid item, in accordance with Article 9.7„ "Payment for Extra WorEc and Force Account Method." 5.3. �owering of a 5tructure Foundation. If the Engineer requires a structure foundation ta be lowered to an elevation below the grade shown on the plans, overexcavatian will �e paid in accordance with Table �. 7able 2 �a ent far Re uired Overexcavation Variance of Revised Payment Terms Variance of Retilsed Fooftng Grade frarn Plan Grade �ooting Grade fram ��gtructural Excavatian" "Structural Excavation" Plan Grade Is a�Id Item is not a�id Item Up to and including 5 fl. Unit price equal to 115% of unit $10 per cubic yard rice bid far "5tructural �xcavalion" Over 5 ft, up to 1a ff. UnH price equal Co 125°/0 �( unft $12 per cuhic yard nce bid for "Stnactural Excavalion" (}ver 10 fl. In accordance with Article 9.7., "Payment for Extra Work and Force Account Meihod." 400 5.�. Cement-Stabili�ed �ackfiN. Ceme�t-stabilized backfill will be paid for at the unit price bid for "Cemeni- Stabilizetl Backfi�l." 5.5. Cutting and Restoring Pavement, Cutting and restoring pavement wil! be paid for at the unit price bid fiar "Cutting and Restori�g PavemenY' af the type specified, Work done to repair damage to base ar pavement incurred outside the limifs shown on khe plans, or the limifs authorized, will not be measured for payment. The unit prices bid are full compensation for excavatian including removing obstructions and plugging drainage systems; bedding and backfilling including placing, sprinkling antl compaction of materiaf; soundings; cieaning and filling seams; constructing and removing cofferdams; de-wate�ing, sheeting, or bracing excavations up to and including 5 ft. deep; pumps; drills; explosives; disposition of surplus material; cutfing pavement and base to neat lines; and materials, hauling, equipment, labor, toals, and incidentals, Flowable backfill will �e paid for as provided in It�m 401, "Flowable Backfill." Protectian methods for apen excavafions deeper than 5 ft. will be measured and paid for as required under Item 442, "Trench Excavation Pratection," ar Item �Q3, "Temparary Special Shoring," 33 OS 13 - 1 FRAME, CQVEK, ANb CRAbE RWGS Page 1 of5 � i 1 2 3 PART 1 � GEI�IERAL 4 1.I SiTMMARY SECT14�i 33 0� 13 FRAME, COVER, AND GRADE RINGS 5 A. Section Includ�s: 6 1. Frame, cover and grade rings used as access parts inta water, sanitary sewer and 7 starm drain structu.res such manholes or vaults 8 B. Deviations from this City af Port Warth Standard Spec�fication 9 1. None. 10 C. Related Speciiication �ections include, but are not necessarily limited to: 11 ' �' . _ , � � _ ` - .. p 12 _.. _ i3 Di�ision I —General Requirements 14 1.2 PRICE AND PAYMENT PROC�DURES 15 16 r� 18 19 20 21 22 A. Measurement and Payment l. Measurement a. This Item is considered subsidiary to the structure containing the frame, cover and grade rings. 2. Payment a. The work p�i�formed and the materials furnishad in accordance v,rith this Item are subsidiary to the unit price bid per eaah slructure complete in place, and no ofher compensation will be allow�d. 23 1.3 REFERENCE5 24 25 2b 27 28 29 30 31 32 33 34 35 1.4 A. Reference 5tandards 1. Reference standards cited in this Specification refer to the curr�nt reference standard published at tha time of the latest re�ision date logged at the end of this Speci�cation, unless a date is specifically cited. 2. ASTM International (ASTM) a. ASTM A4$ — Standard Specification fnr Gray Iran Castings b. ASTM A536 - Standard Specification for Ductile Iron Castings c. ASTM C478 - 5pecification for Precast Reinforced Concrete Manhnle Sections 3. American Association of State Highways and Transportaiion Officials (AASHT�} a. AASHTO M306 — Standard 5pacification for Drainage, Sewer, Utility and Related Castings ADNIINISTRATIVE REQUIREMENTS IN�T USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Scction Ol 33 00. CITY OF FORT VJOltTH STANDARD CONSTRUCTION SPECIF3CATION �OCUMENT5 Revised Apri120, 2D21 Nor1h Ta»•ani F�rpress Segnrenl 3C Utility Assernbly 35W-U-0517 33 a5 13 - 2 FRA3vIE, COVER, AND GRADE RINGS Page 2 of 5 1 B. All �ubmittals shall be approved by the City prio�• to delivery and/or fabricatian fo�• 2 specials. 3 1.6 ACT�ON SUBMITTALSIINFORMATIONAL SUBMITTALS 4 A. Product Data S 1. All castings shall be cast with: 6 a. Approved foundry's name 7 b. Part number 8 c. Country of origin 9 2. Provide manUfacturer's: 10 a. Specifications 11 b. Load tables 12 c. Dimension diagrams i3 d. Anchor details 14 e. Installation instr�tctions 15 B. Cer�ificates 16 1. Manufacfurer sha11 ce�tify that all castings confnrm tn the A�STM and AASHTO 17 designations. 18 1.7 CLOSEOUT SUBMITTALS [NOT IISED] 19 1.� MAINTENANCE MATERIAL SUBNIITTALS [NOT USED� 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.1� DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 23 1.11 FLELD [SITE] CONDITIONS jN�T USED] 1.12 WARRAPITY [NOT USEDj �A PART 3� - PRODUCTS 25 2G 27 28 29 30 31 32 33 34 35 36 37 38 2.l OWNER�FLTRIVISHED [ox] �WNER-SUPPLIED PRODITCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Manufacturers 1. Only the manufacture►•s as listed on the City's Standard Producis List will be considered as shown in Section U 1 6� 04. a. The manufacturer must comply with Chis Specification and related Sections. 2. Any product that is not listed on the Standard Products List is cansidered a substitution and shall be submitted in accordance with Section 01 25 00. B. Castings 1. Use castings far frames that canfai�rn to ASTM A48, C1ass 35B ar bette�•, 2, Use castings for covers that conform to ASTM A53b, Grade 65-45-12 or better. 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicie loading with permanent deformation. 4. Covers CITY OF FORT WDRTH STAN!]ARI� COI�lSTRUCTION SPECIPICATIOi�i DOCLTMENTS Revised April 20, 2021 IVarlh Trrrran! Express SegnaenP 3C Utilrly.4ssetnbly 35W-U-0517 33 05 i3 - 3 PRAME, COVER, AI�D GRABE RINGS Page 3 a.f S . i i' i a. Size to set flush with the frame with nQ larger than a 1/8 inch gap between the frame ana cover b. Frovide with 2 inch wide pick slots in lieu of pic�C hales. c. Provide gasket in frame and covar. d. Standard Dimensions ' -��8:-��t _ � , ..� ,, r�.c:o� . .,�e�� ,.��.e.....:�e � �:��.� : . t�,o r ' �:�� :�_ .,��, .F�� ,.i, � �,, �� ' �er� �;-��,=� +; e. Standard Labels 1} Wat�r a) Cast lid with the word "WATER" in 2-inch letters across the lid. _ �s,�'�AIITADV c�u��n- ., � - �. t�z�._....�,.�_ L-i `rF�re-rvrcvr.run�T o � .r ��ie-�i�: . .. �-�t�+ ��"�c�if�ricrr�'}e-i:'cna ��c�rnn�e no A r�rs� ', 7—n;vir�2��G�'3�ii6P03� ii}� �3 f. Hinge Covers 1} Pro�ide water tigI�t gasleet on all hinged covez�s. 2) Water a} Provide hinged covers for all water structures. � - _.!,- I ..,__... _ _ _ �1_Y '1 '� . 1 . - . � �� ,� i "7's�. 1'1 ' k.,n �: �_�p �..,�4��c- —�r-�. 1 2 3 4 5 6 ? S 9 10 ll l2 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 31 32 C. Grade Rings 33 1. Provide grade rings in sizes from 2-inch up ta 8-inch. 34 2. Use conci•ete in t�•affic loading areas. 35 3. In non-traffic areas canerete or HDPE can be used. 36 D. Joint Sealant 37 1. Provide a pre-faianed or trowelable bitumastic sealant in an extrudable or flat tape 3 8 fo�rn. 39 2. Provide sealant that is not dep�ndant an a chemieal action far its adhesive 40 properties o�• cohesive atrength. CITY OF FORT WOKTH S"I'ANpAl2D CONSTRUCTIOI�! SPECIFICATIOl�! DOCUMENTS ReVised AprIl 20, 2021 IVarlh Tutrant Express Segme�ti 3C Ulrlity Assembly 35W-11-45i7 33OS 13-4 FRAIUIE, COVER, AND GRADE R1NGS Page 4 oi 5 1 �.3 ACCESSORiES [�+iOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT U�ED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS �NOT USED] 5 3.� EXAMINATION [NOT USED] 6 3.3 PREPARATION [I'�10T IISED] 7 3.4 INSTALLATION S 4 �a 11 12 13 14 15 16 17 Ig 19 20 21 22 23 2A 25 2b 27 28 29 A. Grade Rings l. Place as shown in the water and sanitaty sewer City Standard Details. 2. Clean surfaces oidirt, sand, mud or other foreign mat�er before placing sealant. 3. Seal each grade ring with sealant specified in this Specification and as shown on the City 5tandard Details. B. Fra�ne and Cover 1. Water a. For water structures install frame, co�er aud grade rings in accordance with applicable City Standa�•d Detail. � � . � . :i: `Y�1'iti: "� =c n'`i- �t!'c�sii�� 'Fii:�Tiri� timm., �- �r�"'s�T��riii--:v= %� Qi-r= `' :,�. ., ..i:...,��e r:,., c..,....��...,� ne+.,.c � r,.. - _ . . „-�.�f�TR �� e �� ,�-=..-�:a :�f�.t � =�-H �- Hinge Covar a. Provide hinge cover on elevated manhales, junction boxes, in the flood plain and where specified on the Drawings. C. Joint Sealing 1. 5ea1 frame, grade rings and st��ucture with specified sealant, D. Cancrete Collar 1. Provide concrete collar around all frame and cover assemblies. CITY OF FORT WORTH $TANDARb CONSTRiJGTIqN SPECIFICATiqN ❑�CUMENTS Revised t�pri120, 2q21 Nar�1h Tar�rani Expr�ess 3egn�ext 3C Utrlity ,4ssenrbly .35W-U-DS17 330513-5 I'ItAME, COVER, At�lD GRADE RIi�IG5 k'age S of S 1 3.� REPAIR f RESTORATYOli1 [NOT USED] 2 3.6 REPTNSTALLATION [NOT U�ED] 3 3.7' FIELD [oR] SITE QUALITY C�NTROL [NOT USED] 4 3.8 SYSTEM STARTUP [1vOT USED] 5 3.9 ADJUSTING [1�10T USED] b 3.10 CLEANING [NOT USED] 7 3.11 CLOSE�UT ACTIVITLES �1�TOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 NiAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS �1VOT USED] 11 12 END OF SECTI�N �2evisian Log DATB NAME SUMMARY QF CHANGE 12f20/2fl 12 D. 7ohnson 2.2.B.4.d.2)b} — Updated to clear opening dimensions to 22 % inches 13 C1TY OF FOAT WOATH Norlh Tcrrranl �x�ress Segrueni 3C STAI�iDARD CONSTRUCTION SPECIFICA'1'ION DOCU[vIENTS [Itilif}+ Assenrbly 35W-U-0517 Revised April 20, 2D21 33�514-1 AD][JSTING MANHOL�S, INLETS, VAI.VE BOXES, AI�D OTHER STRUCTURES TO GAAUE Page 1 of S SECTION 33 OS 1� A.D7USTiNG MANHaLES, INLETS, VALVE BOXES, �ND OTHER STRUC'1`URES TD GRADE PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Vertical adjustments fo mauholes, drap inlets, valve boxes, cathodic proiection test stations and other zniscellaneous structures io a nevv grade B, Deviations frarn this City oiFort Worth Standard Specification 1. None. C. Related Specification �ections include, but are not necessarily limited ta: 1. Division 0-� Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— Generai Requirements 3. Section 32 01 17 — Permanent Asphalt paving Repair 4. Section 32 01 29 — Concrete Paving Repair 5. Section 33 05 10 — U�ility Trench Excavation, Embedment and Backfill 6. Section 33 05 13 — Frame, Cover and Grade Rings 7, �ection 33 39 10 — Cast-in-1'lace Concrete Manholes 8, Section 33 39 20 — Precast Concrete Manholes 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 10. Section 33 12 21 — AWWA Rubber-Seated Butterfly Valve 1 L Section 33 04 11 — Carrosion Control Test Station I2. Section 33 44 12 — Magnesium Anode Cathodic Frotection System l.2 PRICE AND PAYMENT PROCEDURES A. Measuremen� arad Payment 1. Manhole -- Minor Adjustment a. Measurenlent I) Measurement for this Item shall be pex each adjustznent using only grade rings or other minar adjustment devices to raise or lower a manhole to a grade as speei�ed on th�e Drawings. b. Paymen.t 1) The work performed and the materials furnished in accordance wi�h this Iteiu will be paid for at the unit priee bid per each "Manhole Adjustment, Minor" completed. a The price hid shall include: 1) Pavement removal 2) Excavation CITY OF FORT WORTH North Tarrani Fxpress Segment 3G STA3�DA1tD CONSTRi1CTI03�i SPECIFICATTON DOCUMENTS Utifity Assembly 35W-U-0517 Revised Decemher 2U, 2012 33 D5 14 - 2 AT3lUSTING MANHOLES, I3�lLETS, VALVE BflXES, AND OTHER STRUCTURES TO GRAUE Page 2 of 8 3) 4) 5) s� 7) 8} 9} Hauling Disposal of excess material Grade rings or other adjustment device Reuse of the existing manhole frame and caver Furnishing, placing and compaction of embedment and backfill Concxete base nmaterial Per�xianent asphalt patch or concret� paving repair, as required 10) Clean-up 2. Manhale - Major Adjustment a. Measureme�t 1) Measurement for this Item sha13 be per each adjustment requiring structural modifications to raise ar lower a manhole to a grade as specified an the Drawings. b. Payment 1) The work performed and the materials furnished in accardance with this Iiem will be paid for at the unit price bid per each "Manhole Adjustme�st, Major" aompleted. c. The price bid shall include: 1 } Pavement rerr�oval 2) 3) 4) 5) 6) 7) 8) 9) Excavation Hauling Disposal of excess material Struct�aral modifications, grade rings or other adjustment device Reuse of the e�cisting manhole frame and cover �urnishing, pIacing and compaction oi embedment and backfill Cancrete base matexial Per�naz�.ent asphalt patch or concret� paving repair, as required 10} Clean-up 3, Manhole - Major Adjustment w�ifih Frame a�d Cover a, Measurement 1) Measurement for this Item shall be per each adjustment rec�uiring structural modifications ta raise or lower a manhole to a grade specified on the Drawings or structural moc�ifications for a manl�ole requiring a new frame and caver, often %r changes to cover diameter. b. Payment I} The wnrk performed and the materials iurnished in accordanee with this Item will be paid for at the unit price bid per ea�h "Manhale Adjustment, Major wl Cover" completed. c. Th� price bid shall includ�: 1} �'a�ement removal 2) Excavation 3) Hauling 4} Dispasal af excess rnaterial 5) Structural modifications, grade rings or other adjusirnent devica 6} Frame and cover 7) Furnishing, placing and compactian of embedment and backiill CFFY OF FOAT WdRTH NortF� Tarrant F,�rpress Segr�errt 3C STAi�fDARD CQNSTRUCTiON SPECiFICATIOA! �OCUIViENiTS U1rlity Asse»�bly 3SW-U-OSi7 Revised Deceinher 20, 2012 330514-3 AD]USTING MANHOLES, INLETS, VALVE BOXES, AN� OTHSR STRUGTURES TO GRAbE Page 3 of S 8) Concrete base material 9) Permanent aspkalt patch ar concrete paving repair, as requi�red 10) Glean-up 4. Inlet a, Measurement l.) Measurement for this Itam sha11 be per each adjustment requiring structural modifications tn inlet to a grade specified on the Drawings. b, Payment 1) The work p�rfarmed and the materials furnished in accordance with this Item wi�l be paid for at the unit price bid per each "Inlet Adjustment" completed. c. The price bid shall include: 1) Pavement remaval 2) Exca�ation 3) Haul,ing 4) Disposal of excess rn.aterial 5} Structural nnodifications 6} Fuz�.ishing, placing and compaction of ernbednnent and backfill 7} Conerete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) C1ean-up 5, Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b, Payment 1) The work per£ormed and the materials fiirnished in accoardance with this Itern wiIl be paid for at tIie unit prica bid par each "Valve Box Adjustment" completed. c. The priee bid shall include: 1) Pavement removal Z) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment dev�ice C) Furnishing, placing and cor�zpaction of embedment and backiill 7) Goncrete base material, as required 8) Surface restoration, permanent asphalt patch or cancrete paving repair, as required 9} C1ean-up 6. Cathaclic Pratection Test Station a. Measurement 1} Measurement for this Item shall be per each adjustmen.t to a grade specified on the Drawings. CiTI' OF FQRT WORTH Nof'tlr Tar•rant Farpress 5eganenl3C STANDARq CONS'I'RUC7'ION SP�CIFICATIO3�i DOCUMENTS Utilily�IssernUly 35W-U-Q5I7 Revised becemher 2D, 2p12 33 45 14 - 4 ADJUSTING MANHQLES, INL�TS, VALV� BOXES, AND OTHER STRUCTURES TO GRAA� Page 4 of 8 ,I 7 b. Payment 1} The work per%rmed and the materials furnished in accorda�ce with this ltem will be paid far at the unit price bid per each "Cathodic Protection Test 5tation Adjusbnent" complated. e. The p�ce bid shaIl include: i ) Pavement removal 2) 3) 4) 5) 6} 7} 8) Excavation Hauling Disposal of excess material Adjustment device Furnishing, placing and compaction of embedment anc� backfill Concrete base material, as required Surface restoration, perrnanen� asphalt patch or concrete paving repair, as reqtaired 9) Clean-up Fire Hydrant a. Measurement 1) Measurement for this It�m shall be per each adjustment requiri.ng stem extensions to meei a grade specified by t�e Drawings. b. Payment 1) T�e work performed and the materials furnished in accordance with this Iiern will be paid %r at the unit price bid per each "Fire Hydrant Stem Extension" completed. a The price bid shall inelude: 1) 2) 3) �) 5} 6) 7) 8} Pavement removal Excavatian Hauling Disposal of excess material Adjusiment materials Fuarnishing, placing and compaction of eznbed�ent az�d backfill Concrete base material, as required Surface restaration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up S. Miscellaneous Structure � a. Measurernent 1) Measuremant for this Item shxlj be per each adjustment requiring structural rrtodifications ta said siructure tn a grade specified on the Drawings. b. 1'ayment 1) The work performed and the materials furnished in accordance with this Item will be paid far at the unit price bid per each "Miscellaneous Siructure Adjustmant" coitnpleted. c. The price bid shall include: CITY OF FORT WOTtTH S'I'ANDARD CQNSTRUCTION SPECIF[CAT[dN DQCUIVI�NT5 Revised Dacember 2Q, 2012 Nortlt Ta+•rarst F.apress Segme�l3C Utility .4ssembly 351tY-U-0517 330574-5 ADJUSTINC3 MANHOLE3, INLBTS, VALVE SOXES, AND OTHER STRUCTUR�S TO GRAUE Page 5 of 8 1} 2) 3) 4) 5) 6) 7) 8) 1.3 REFERENCES A. Definitions Pavement removal Excavation Hauling Disposal of excess material Structural modifications Furnishing, placing and compaction of embedment and backfill Concrete base material Permanent asphalt patch or concrete paving repair, as required 9) Clean-up I. Minor Adjustment a. Refers to a srnall elevation change perfoz•xned on an existing manhole where the existing frame and cover are reused. 2. Major Adjustment a. Refers to a significant elevation change perfortned on an existing manhole which requires structural modi�cation or wh�n a 24-inch ring is changed to a 30-inch ring. B. Referenee Standards 1. Reference standards ciied in this Specification refer to the current reference standard published at the time of the latest re�ision date logged at the end of this Speci�cation, unless a date is specifically cit�d. 2. Texas Commission on En�ironmental Quality (TCEQ): a. Tit1e 30, Part I, Chapter 217, Subchapter C, Rt�e 217.55 — Manhales and Related Str�ctures. 1.4 ADMINISTRATNE REQUIItEMENTS [NOT USED] 1,5 SUBMITTALS [NOT USED] 1.6 ACTION �UBMITTALS/INFORMAT'IONAL SUBMITTALS [NOT USED] 1.9 CLOSEOUT SUBMTTTALS [NOT USED] 1.8 MAINTENANCE MATERIAi1 SUBMITTALS [NOT USED] 1.9 QUALITY ASSTJRANCE [N�T USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT i1SED7 1.11 FIELD [SITE] CONDITIONS [NOT iT�ED] 1.13� WARRANTY [NOT USED] PART 2 - PRODUCTS �.i OWNER-TURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] CITY OF FOitT VVORTH Nni•th Tarr•ani �press Segmenl3C STANDARD CONSTRUCTION SPECIFICATION DOCl1MENTS Utilldy Assembly 35W-U-Oil7 Revised decem6er 2p, 2U12 33 OS lq - 6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AN13 OTHER STRIiCTURES TQ GRADB Page 6 oF 8 �.2 MATERIALS A. Cast-in-Place Concrete 1. See Section 03 30 00. B. Modifications to Existing Cancrete Structures 1. 5ee Section 03 SO 00. C. Grade Rings 1. See Section 33 05 I3. D. Frame and Caver 1. See Section 33 OS 13. E. Backfill anaterial 1. See Section 33 OS 14. F. Water valve box extension 1. See Section 33 12 20. G. Corrosion Protection Test Station 1. See Section 33 04 ll. H. Cast-in Place Concrete Manholes 1. See Section 33 39 10. � I. Precast Concrete Manholes 1, See Section 33 39 2Q. 2.3 ACCESSORIES [NOT USEDj 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 � EXECiTTION 3.1 INSTALLERS [NOT USED� 3.2 EXAMINATI�N A. Vez�fication of Conditians 1. Examine existing structure to be adjusted, for daznage or defects that may affect grade adjustment, a. Report issue to City for eonsideration before beginning adjustment. 3.3 PREPARATION A. Grade Veriiicatinn 1. On major adjustm�nts canfirm any grade change nated on Drawings is consistent with field measurements, a. If not, coordinate with City �o v�rify final grade before beginning adjustment. CITY OF FORT WORTH North Tan•a»d F.xpr•ess Segment 3C STANDARB CONSTRUCTION SPECIFICATIOA! �OCUMENTS Ulrli�y.4ssembly 3SdY-U-0517 Ravised Deceinber 20, 2� 12 33 05 14 - 7 ADlilSTINC MAt�[HOi.ES, IiVLETS, VALV� BOXES, AND OTHER STRUCTllRES TO GRA�E Page 7 of 8 3.4 ADJUSTNIENT A. Manholes, Iulets, and Miscellaneous Structures 1. On any sanitary sewer adjustment repiace 24-inch frame and cover assemlaly with 30-inch frame and caver assembly per TCEQ requirement. 2. 4n manhole major adjustxnents, inlet� and miseellaneous structures protect the bottom using wood forms shaped to fit so that no debris bloeks the invert ar the inlet Qr outlet piping in during adjustments. a. Do not use any �ore than a 2-piece bottom. 3. Use the Ieast number of grade rings necessary to meet required grade. a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch rings. �. The maximu�n heighi of adjustment shall be no more than I2 inches far any combina�ion of grade rings. If 12 inches is required, use 3— 4 i�t�ch rings. B. Valve Boxes 1. Utilize typical3 piece adjustable valve box for adjusting to final grade as shown on the Drawings. C. Backfill and Grading 1. Backfill area of excavation surrounding each adjustment in accordance to Section 33 05 14. D. Pavement Repair 1, If required pavement repair is to be performed in accordance with Section 3 2 O1 17 or Section 32 O1 29. 3.� REPAIIt I RESTORATION [N�T USED] 3.6 RE-IN�TALLATION [NOT USED] 3.i FIELD [oa] SITE QUALITY CONTRUL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT LTSED] 3.10 CLEANING [N�T LTSED] 3.11 CLOSEOC]T ACTNITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACAMENTS [NOT iTSED] END QF SECT�ON Revision Lag CITY OF FORT WORiH Nor�l� TarranL Eapress Segmer�l.3C STANDARD COIVSTRUCTI03r1 SPEGIFICATION DOCUMENTS U!iltlp Asserrrbly 35W-[I-0517 Re�ised I�ecember 2D, 2012 33Q514-& ADJUSTING NiANHOL�S, INLETS, VALVE BOXES, AND OTHER STRUGTURES TO GRADE Page 8 of 8 DATE NAME SUMMARY OF CHANGE 1.2.A — Pay item added for a rnajor �nanhole adjusiment which reuses the existing frame and caver and a major adjustment requiring a new frame and cover; Added f 2120/2012 D. Jahnson items to be inciuded in pric� bids; Blue text added far clariitcation €or miscellaneous structure acijusrinents 3.4 �-- Pavement repair requirements were added 9/2fl120i'� W. Norwood 3.4.3 Eliminate 24 inch requirement for maxitnum ahimney height adjustrnent. 3.4.�.b Add requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings CITY OF FORi' WORTH Narlh Tarrayzt Express Segme�� 3C STANDARb CONS"fRUCTiON 5PEC1FICATIdN DOCUMENTS Ulilily Rssentbly 35W-U-0517 Revised Aeeeanher 20, 2Q12 330516-I CONCRETE WATER VAULTS Page 1 of 5 SECTION 33 OS 16 CQNCRETE WATER VAULTS PART 1 - GENERAI. 1.1 SU1V111�IARY A. Section Includes: 1. Concretc: vaults to be used in watear utility applications B. Deviations from this City of Fort V41orth Standard Specification 1. Nane. C, Related Specification Sections includ�, but are not necessarily limited to: .. �� s.�, .-. �.�;.._. � � _ _ . •�.� �.� �t_ ��_... - ' Division 1 — General Requir�rnents �ection Q3 30 00 — Cast-In-Place Concrete Sectaan 03 SO DO — Modifications to Existing Concrete Structures Section. 33 OS 10 — Utility Trench Excavatian, Embedment and Backiill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payrnent 1. Measurernent a. This Itexn is considered subsidiary to Water Meter an.d Vault. 2. Payment a. The wark perfarmed and materials furnished in accordance with this Item are subsidiary to the unit price bid pez• each "Water ]Vleter and Vault" complete in place and no other compensation vc�ilI be allowed. 1.3 REFERENCES A. Reference Siandards 1. Reference standards cited in this Speciiicatian refer to the current xeference standard published at the time �f the latest revision date lagged at the end oi this Specifieation, unless a date is speciiically cited. 2. Ameriean Association of �tate Highway and Transportatzoan Off�cials (AASHTO}. 3. American Conerete Institute {ACT): a. 350, Cade Requirements for En�ironmental Engineering Conerete Structures and Cornmentary. 4. ASTM International (ASTM}: a. A61 S, Standard Specification for Deformed and Plain Carbon-Stee1 Bars for Concrete Reinforcement. b. C857, Standard Practice for Miniznum Struciural D�sign Loading for Underground Precast Concrete Utility Structures CITY OF FORT WOR7'H North 'I`arrant Gapress �egmenl 3C STANDARD CONSTRUCTIdN SPECIFTCATIpN pOCUMENTS Utility AssemUly 35W-�J-0517 Revised Apri120, 2021 33OS 16-2 CQNCRETE WATER VAULTS Page 2 of 5 c. C858, Standard Specification for Underground Pr�cast Concrete Utility Structures d. C891, Statxdard Practice for Installation af Underground Precast Cnncrete U�ility Structures. e. C923, Standard Specification for Resilient Connectors Between Reinfarced Concrete Manholes Structures, l'ipes, and Laterals. 5. Oeeupaiional Sa%ty and Health Ac�ministration (OSHA} a. 1910.23, Guarding F1Qox and Wall Openings and Holes 1.4 ADM�NISTRATIVE REQiTIREMENTS [1�10T USED] 1.� �iIBMITTALS A. Subzx�.ittals shall be in acc�rdance with Section 01 33 00. B. All su�rnittals shall be approved by the City priar to delivery. 1.6 ACT'ION SUBIVIITTALSIINFQRMATIOl�TAL SUBMITTALS A. Praduct Data 1. Precast Concrete Vault 2. Goz�aectiQn materials 3, Pipe connections at vault walls 4. Stubs and stub plugs 5. Grade ring 6. Ladder 7. Extez�.al coatir�g material 1.9 CLQSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Meet the requirements of ACI 318. 1.10 DELTVERY, STDRAGE, AND HANDLING A. Deliver vault or panels {unit�) to project site in such quantity to assure continuity of installation. B. Store units at the project site in a manner which prevents cracking, c�istortion, staining or other physical damage. C. Lift units by designed liftin� poants ar supports, 1.11 FIELD [SITE] CONDITIQNS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty C1TY QF FORT WORTH Nor•1h Tarrant �'acpress Segmen! 3C STANDARI] CONSTRiJCTIOA[ SPECIFICATION DOCUMEN"I'S U[ility.�ssembly 35W-U=U517 Revised April 20, 2U21 33 as �6 -� CdNCRETE WATER VAULTS Page 3 of 5 1. Manufacfurer's Warranty shall be in accordance with Divisian 1. PART 2 - PRODUCTS 3�.1 OWNER�FLTRIY[SAED [ox] OWNER-SUPPLIED PRODUCTS [N(JT USED] 2.2 EQUIPMENT, PR�DUCT TYP�S, MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Seetion 01 60 00. a. The manufacturer must comply with this Specificakion and related Sec�ions. 2. Az�..y product that is not listed on the 5tandard Products List is consid�red a substitution and sha�I be submitted in accordance with Section O1 25 00. B. 1'erformance / Design Criteria 1. Vault a. Vault dimensions per the Drawings b, Opening per the Drawi�gs c. Incorporate a sump into the base ar floor of the vault. 1) Avoid conflicts with piping. 2) Do not locate directly under the access locatian if applicable. d. Place floor on a minimum 2 percent slope towards the sump. 2. Water Pipe Penetrations a. Use adjustable-linked rubber seal deviees or grout, as shown in Drawzngs, to provide seals around pipe p�netrations. 3. Vault Access a. Cover / Door 1) Far non-traf�c areas — non H-201aading 30-inch x 36-i�ch steel singl� leaf door, Bi1co Type J model or approved equal 2) For traffrc areas — 32-inch hinged ductile iron frame and cover or as shown in manhole lid assembly in Drawings 3} With steel doar, provide an automatic hold-open arm with release handle and locking device. �} Pro�ide Bilco type fall protecti�n grating under aluminum door that meets �SHA 29 CFR 191 �.23 r�quirements or approved equal. 5} Incorporate a drain gutter with an outlet routed to the exter�or of the vault lid. b. Ladder 1} Provide alurninum ladder by Heron Industries or agproved equal. 2} �'rnvid� ladder to dimensions shown on Drawings. C. Materials 1. Concrete far utility construction — Conform tn Section 03 30 00. 2. Frame and Cover — Canform to Section 33 05 13. 3. Grade Ring — Canform to Sectioza 33 OS 13 and ASTM C 475. 4. Reinforcing Steel — Confarnn to Section 03 30 00. 5. �ewer Pipe Connections — Conform to ASTM C923 or A5TM C 1628. CITY dF FORT WORTH Narth 7'mrant Express Segmen! .�C STANDARL7 CdI�lSTRUCTION SPECiFICATTON �OCUMENTS U1flily Assembly 35W-U-OSI7 Re�ised Apri120, 2021 33 05 16 - 4 CONCRETE WATER VAULTS Page a of 5 6. Adjustable-linked rubber seal devices a. Manufactured by Link-Seal or approved equal 7. Interior Coating or Liner — Canform to Sectian 33 39 60. 8. Exterior Coatuag a. Coal Tar Bitumastic fo�' below grade damp praofing b. Dry fi1m thickness (DFT) no less than 12 mils and no greater than 30 mils c. Salids content is 68 percent by volurne f 2 percent. 2.3 ACCESSORIES [NOT USED] �.4 SOURCE QUALITY CONTROL [N�T USED] PART 3 - EXECIITION 3.1 INSTALLERS [NOT USED] 3.� EXAMINATIOl�i A. Evaluation and Assessment 1. Verify Iznes and grades are in accordance to the Drawings. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General I. Vault a. Perform installation in ac�ordaxice to ASTM C891. b. Construct vault to dimensions shown on Drawings. c. Preeast S�ctions 1) Clean bell spigot and gaskets a) Lubricate and join 2) Minimize uumbsr of segments. d. Vault Base 1) Place vault base on 6-inch minimum base of compacted crushed rock (per Section 33 �5 10) over undisturbed soils and grade Ievel to elevatian shown on the Drawings, 2. Water Pipe Penetrations a. Install adjustable-Iinked rubber seal devices around pip� penetrations in accordance with tlie manufacturer's recommenda#ion. 3. Modifcations and pipe penetratio�s inta �aults shall confarm ta Section 03 8Q 00. 3.5 REPAIR / RESTORATI�I�i [NOT L1SED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL �NOT USED] 3.8 SY�TEM STARTIJP [NOT USED] CiTY OF �'QRT WORTH Nortl� Tarrant &'apress Seg�xent 3C STANDARD CONSTRUCTION SAECIFICATION UOCUMENTS Utiliry Assem6ly 33W-rI-0517 Revised April 20, 2p21 33ns i6-s CONCRETE WATER VAiJLTS Page 5 of 5 39 ADJLTSTING [NOT U�ED] 3.1Q CLEANING [NOT IISED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.1� PROTECT��N [NOT USED] 3.13 MAINTENANCE [NOT IISED] 3.14 ATTACHMENTS [NOT LTSED] END OF SECTIUN Revision Log DATE NAME SUMMARY OF CHANGE 2.2.B.3 — Modified vault hatch door and Eadder requirements 12120/2� 12 D. 3ohnson 2,2,C.b — Modified rubber seal requirements G1TY OF FdRT WORTH Nor17r Tarraret Lxpress Segrr�ent 3C STANDARD CONSTRUCTIQN SPECIFICATION DOCUMEN7'S Udilily,4ssembly 35W-i1-0517 Revised April 2a, 2421 33 05 17 - l COI+ICRETE COLLARS Page 1 of 3 I SECTI01�133 0� 17 CONCRETE COLLARS PART 1- GENERAI� 1.1 SUMMAR,Y A. Section Incluc�es: 1. Concrete C.ollars for Manholes 2. This Item is intended for use in asphait streets and unimproved areas — not far use in concrete streets. B. D�viations frnm this City of Fort Worth Standard Specification 1. None. C. Relatec� Specification Sections include but are not n�eessarily limited to: l 7 ..__ � . . �w - ' �� i I ' Division 1— General Requirements Section 0� 30 00 — Cast-In-Place Concrete � Section 03 8a 00 — Modifications to Existing Concrete Structuxes Section 33 QS 13 —�rame, Cover, and Grade Rings 1 1.2 PRICE AND �AYMENT PROCEDURES A. Measuz'ement and Payment 1. Manhol� a. Meas�reinent I) Measurement for this Item shall be per each. b. Payment 1) The work perforrned and the materials furnished in accordance with this Item shall he paid for at the unit price bid per each "Concrete Collar" mstalled. c. Th.e price bid will inelude: 1) Concrete Collar 2) Excavation 3) Forms 4) Reinforcing steel (if requir�d) 5) Concrete 6) Backfill 7') Paverr�ent removal 8) Hauling �) Disposal af excess zxiaterial 10) Placement and carnpaction of backfill ll) Ciean-up F C1TY OF FORT WORTi� Nor•th Tarrarrl F.xpress Segrner�l3C STANDARD CO3VSTRUCTIQN SPECIFICATION DOCU3VIENTS UtilidyAssembly35W-U-0517 Revised Apri120, 2021 330517-2 CONCRETE COLLARS Page 2 of 3 12) Additinnal pavement around perimeter of concrete collar as required for ri.m adjustment on existing manhole, 1.3 REFERENCE� A. Reference Standards 1. Refer�nce standards cited in this Specification refer ko tlie current re�erence standard published at the time of the latest revisian date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International(ASTM): a. D�258, Standard Practice far Surface Cleaning Concrete for Coating. b. D4259, Standard Practice for Abrading Concrete. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT IISED] 1.5 SUBMITTAL� [NOT USED] l.b ACTION SUBMITTALS/INFORIVIATIONAL Si7BMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT U�ED] 1.8 MATNTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSiTRANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NUT USED] PART � - PRODUCT� 2.1 OWNER-FURNISH�+D [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.� EQUIPI�IENT, PRODUCT TYPE�, M�TERIALS A. Materiais 1. Concrete — Conform to Section 03 30 00. 1 2. . -�:., --. -� ,, _ _ . __ _ - � �� 3. Frame and Cover — Conform to Section 33 05 13. 4. Grade Ring — Conform to �ection 33 OS 13. �.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT LTSED] PART 3 - EXECUTIQN 3.1 II�STALLERS [NOT U�ED] C1TY OF F012T WORTH Norda Tarr�anl F�press Segmeni 3C STANDARD CONSTRi1CTiON SPECIFICATION DOCUIVIENTS Utzlily Asseinbly 35W-U-0517 Reviscsd Apri120, 2021 330517-3 CONCRETE COI.I.ARS Page 3 of 3 3.� EXAMINATION A. Evaluation and Assessment I. Verify lines and grades are in accordance to tht� Drawings. 3.3 PREPAR�TION [NOT USED] 3.4 INSTALLATION A. Final Rim Elevation 1. Install concrete grade rings far height adjusiment. a. Const�et grade ring on load bearing shoulder of maryhole. b. Use sealant betvveen rings as shown on Drawings. 2. Set frame an top of manhole or grade rings using continuous water sealant. 3. Re�nn.ove debris, stones and dirt to ensure a watertight seal. 4. Do not use steel shi.nas, wood, stones or other unspecified material to obtain the final surface elevation of tlze manhole frame. 3.� REPAIR / RESTORATION [NOT iTSED} 3.6 RE�TNSTALLATION [NOT USED] 3.�` FIELD QUALITY CONTR�L [N�T USED] 3.$ SYSTEM STARTUP �1VOT USED] 3.9 ADNSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT uSED] 3.14 ATTACHMENTS [NOT USED] END OF SECTIQN Revision Log DATE NAM� SUMMARY OF CIIANGE 12/20/2012 D, Johnson l. i.A.2 — Blue text added to clarify where concrete collars are to be instailed. CITY OF FpRT WOIZTH Nord� Tarr•m�t Express Segme�rl3C STANDARI) CQNS7'1tUCTIQN SPECIFICATIDN DDCLIiVISI�fTS Ulil7ty Assembly 35W-U-0517 ktevised Apri120, 2021 33 os 2a - i AUGER BORING Page 7 of 7 SECTION 33 0� 20 Ai1GER BORING PART 1 � GENERAL 1.1 SUMMARY A. Section T�cludes: 1, Minimuzn requirements far auger bori_ng using �48-inch and smaller casing pipe with lengths less than 350 feet at the locations shown on the Drawings B. Deviations from �his City of Fort Warth Standard Specification 1. None. C. Related Specifcation Sections includa, but are nnt necessarily limited to: ; �r�:: ..-:� �±��};�-�:.,..- � �'<�-�-. _�--.t,�,-. _��-� � � � -� Division 1-- General Requirements Section 33 OS 10 — Utility Trench Excavation, Embedment and Bac�C�ll - Section 3.3 OS 22 — Steel Casing Pipe 1.� PRICE AND PAYMENT PRUCEDURES A. Measurement and Paym�nt 1. Measuremen� a. This Itez�n is considerad subsidiat�r to ste�l casing pipe constructi.on. 2. Paymeni a. The work perfortn�ed and materials furnished in accordance wiih this Item are subsidiary to the unit price bid per linear foat of By Qther Than Open Cut to be complete in place, and no other compensatian will be a�Iowed. 1.3 REFERENCES A. Referenc� Standards I. Reference standards cited in this Specification refer to the eurrent reference standard published at the time of the latest revisian date la�ged at t�e end of this Speci�cation, unless a date is specifically cited. 2. OccupationaZ Safety and Health Administration (OSHA} a. OSHA Regulations and Standardx for Underground Construction, 29 CFR 1'art 1926, Subpart S, Underground Construction and Subpart P, Excavation. 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre-installation 1. Provide written no�iee to the City at least 3 workings days in advance af the planned launch of auger boring operations. CITY OF FORT WORTH North Tarrant Express Segnienr 3C STANDARD CONSTRllCTION SI'ECiF1CAT10N DOCi1NfENTS Utility Assembly 35W-U-0517 Re�ised April 2fl, 2021 330520-2 AUGER SORING Page 2 of 7 1.� SUBMITTALS A. Submittals shall be in accordance wi#h Section 01 33 00. B, AIl suhmittals shall be approved by the City prior to delivery. 1.6 ACTION Si]BMTTTALS/INFORMATIQNAL SLTBMITTALS [NOT USEDj 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAIlVTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSiTRANCE A. Qualifications i. Cont�ractor a. All boring wark shaIl be pexformed by az� experienced subcontractar or Contractor wha has at Least 5 ysars of experience in performing tunneling wark and has completed at least S boring projects of similar diameter and ground conditions. 1) At Ieast 1 of the projects s�Zall �ave an individual boring length equal to or great�r in l�ngth than the longest tunnel on this project. 2) Submit details of referenced projects including orvner's na�ne and cQnfiact infarmation, project superintendent and machine operators. b. The prajeet superintendent shall have at Ieast 5 years of experience supervising boring canstruction, 1} The Contractar may be requir�d to suhmit details of referenced proj ect including owner's name, contact information and project superintendent. c. The site safety representative and personnel responsible far air quality monitoring sliall be experienced in tunnel construction and shall ha�+e current certification by OSHA. 1.10 DELIVERY, STORAGE, AND HANDLII�TG [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] ]..12 W.ARRANTY [NOT iTSED] PART 2 - PRODUCTS �.1 OWNER FURNISHED E��] OWNER-SUPPLIEDPRODUCTS [NOT IISED] 2.2 MATERIALS A. Descriptian 1. Steel Casing Pipe shall be in accordance with Section 33 05 22. 2. Tunnel Liner Plate is not permitted for use with Auger Boring. B. Design Criterza l. Design excavation methods and spoil conveyance system for the full range of ground conditions described in the Geotechnical Reports anticipated CITY OF FORT WORTS No�71e Tarrmnt �rpress Segrnenl3C S`I'ANUARD CONSTRUGTION SPECIFICATION DOCUM�N`I'S Utility ,4ssert�bly 35W-UM0517 Revised Apri120, 2021 330520-3 AUGER BDRING Page 3 of 7 2. Tolerance a. Pressurized Carrier pipe 1) Lateral or vertical variation in the final pasition of tke pipe casing from the Iine and grade established by the Drawings shall be permitted only tn ihe extent of 1 inch in 10 feet pravided that such variation shall b� regular and only in the direction that wi11 not detz-�mentally aifect the function of the carrier pipe and clearances from oth�r underground utilities or structures. b. Gravity Carrier Pipe 1) Lateral variation in the final position af the pipe casing from th� line and grade established by the Drawings shall be permitted only to the extent of linch in 10 feet provicied that such variation shall be regu]ar and only in the direction tha� will not detrimentally affect the function of the carrier pipe and cfearances from other underground utilit'res or structures. 2) Cirades shown on Drawings must be maintained vertically. 3. Us� methods and equipment that control surFace settlement and hea�e above the pipeline to prevent damage to eJcisiing utilities, faciiities and impravements. a. Limit any ground movements (settlementlb.eave} to vaIues that shall not cause damage to adja�ent utilities or surface features (i.e. pavement, structures, razlroad tracks, etc.) b. Repair any daznagc caused by ground rnovements at no cost to the City. �.3 ACCESSORIES [NOT USED] 2.4 SOURCE Qi1ALITY C�NTROL [NOT USED] PART 3 - EXECUTION 3.l INST.ALLERS [N�T USEDj 3.2 EXAMLNATION [NOT USED] 3.3 PREPARATION A. Borin.g shall not begin until the %Ilawing have been completed: Review of aVailable utilit�+ drawings and location of conduits and underground utilit��s in all areas where exca�ation is to be performed. a. Natify the applicable one-call system prior to any exeavation to avoid interference with the existing condurts and utilities in accordance with Division 1. 1) Repair damage to existing utilities resulting from excavation at no additional cost to the City, b. Follow notifieaiion requirements oipermii provider rvhere applicable. 2. Campletc pit excavatians and support systems for each drive in accardance with the requirements of the Specifications. 3.4 IlVSTALLATION A, General C1T'Y OI' i'ORT W4RTIi Nor•rh Tarr•anl Expl•ess Segmend 3C STANDARD CDNS�'RUCTION SPEGiF[CATIQN pOCUMENTS Utilily �4ssemGly 35W-U OSI7 Revisad Ap�i120, 2021 3� os zo -a AUGER BORTT3G Page 4 of 7 1. Immediately notify the City if any problems are enenuntered with equipment nr materials ar if the Coritractor beli�ves the conditions encountered are materially and significantly differeni than those represented within the Contract Documents. 2. Where pipe is reqnired to lae installed under railroad einbat�I�ents ar uxzder highways, streets or other facilitzes, constructian shall be performed in such a manner so as to not interfere with th� operation of the railroad, street, h.i.ghway or other faeility, and sa as not to weaken or daFnage any embankment or strttcture. 3. During aonstruction operatians, furn�sh and maintain barricades and lights. to safeguard traffic and pedestrians until such time as the backfill has been campleted and then remave from the site. 4. Properly manage and dispose of groundwater inflows to the sk�afts in accardance with requirements of specifications and al1 pernait conditians. a. Discharge of groundwater infiaw into sanitary sewers is not allowed without proper approval and permits. 5. Furnish all necessary equipment, power, water and utilities for tunneling, spoil removal and disposal, grouting and other associated work required for the methods of construction, 6. Promptly clean up, remov� and dispose of any spoil ar slurry spillage. 7. Do not disturb roadways, railroads, canal channels, adjacent sttuctures, landscaped areas or existing �tilities. a. Any daz�aage shall be immediat�ly repaired tn or�ginai or better condition and to the satisfaction of the Engineer or permit grantor at no additiona.l cost to the City. 8. Whenever there is a candition that is l�lcely to endanger the stability ofthe excavation or adjacent structures, operate with a full crew 24 hour� a day, including wec;kends and holidays, without interruption, until those condition� no longer jeopardize the stability of the Work. 9. Notify the Texas One Call system (8Q0-24S-4S45} ta xe�uest a�arking of utilities by util�ty owners / operators that subscribe to Qn� Call, and shall individually notify al1 other known ar suspeeted utilities to request marking af these utilities. a. Confirm that all requested locates are made prior tv coname�cing boring operations. h. Visually canfirm and stake necessary existing lines, cables, or other uncierground facilities including exposing necessary crossing utilities and utilities within 10 feet lateraliy of tlie de�igned tunnel. c, Control dri.11ing and grautuag praetices to prevent damage to axisting utilities. B. Boring Mekhods 1. Tunnelline:r plate sb:all not be used for auger boring. 2. The Cantractar shall be fully responsible for ins�uring the me�hods used are adequate for the protection of warkers, pipe, praperiy and the public and to provide a finished product as required. 3. Blasting is not allowed. C. Pits and Tranches CiTY OF FOR`i' WORTH Morth Ta1•ranl Express.Segn�enl3C STANDARI] CO�STRi1CT10N SPECIFICATION DOCUMENTS Utiliry �3ssenrbly 35W-U-05)7 Revised Apri) 2p, 2021 33 (75 20 - S AUGER SQA[NG Paga 5 of 7 1. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conductir�g the jacking operations and for plaeing en.d joints of the pipe. 2. Wherev�er end trenckes are cut in the sides of the embankment or beyand it, such wark shall be sheeted securely and braced in a manner to prevent earth frarn eaving in. 3. The location of the pit shall meet the approval of the City. 4. The gits af trenches excavated to facilitate these operations shall be backfilled in aeeordance with Sectian 33 05 l 0 ixantnediately after the casing anci carrier pipe instaIlatian has been completed. D. Bor�ng 1. Install steel casing pipe by boring hole with the earth auger az�d simultaneously jacking pipe into place. 2. The boring shall proceed fram a pit provided for the boring equipment and workmen. 3. Pilot Hol.e, required for 24-inch and larger casings a, By �his methad an appra�mate 2-inch hole shall be bored f.he entire length of the crossing and shall be checked for line and grade on the apposite end of the boxe frozn the work pit. h. This pilot hole shall serve as the centerline of the larger diameter hole to be b�red. c. Oth�r methods af maintaining line and grade on the casing may be approved if acceptable ta the Engineer. d. Placed excavated material near ti�e top of the warking pii and disposed af as requ�red. 1 j If no room is avai�able, immediate haul off is required. 4. The use of water or oth�r fluids in connection with the bor�ng operation will be permitted anly to ihe ex�ent required ta lubricate cut�ings. a. Jetting or sluicing will not be permitted. 5. In unconsolidated soil formations, a gel-farming collozdal drilling tluid consisting of at least 10 percent of hig;k� grade caarefully processed bentonite may be used to: a. Consolidate cuttings of khe bi.t b. Seal the walls of the hole c. Furnish lubrication for subsequent removal of cuttings and installation of the pipe immediaiely there�ter b. Allowable variation from the line and grade shall be as speci�ied in t�is Specification. 7, All voids in excess of 2 inches hetween bore and outside of casing slaall be pressur� grduted, E. Contact Grouting 1, Cantaet grout any voids caused by ar encountered during the boring. a. Modify equipment and procedures as required to avoid recurrence of excessive settlements or daznage. F. Control af Line and Grade CITY OF FORT WORTH Nor1la Tarranl �ipress Segrnent 3C STANI3ARD CONSTRIJCTION SPEGIFICATI�N DOCUMENTS UtilidyAssembly 35W-U-0517 Ite�ised Apri120, 2Q21 33 OS 20 - 6 AUCrER BORING Aage G of 7 1. Manitor line and grade continuously durin.g boring operations. a. Record devi.ation with respect to design line and grade once at each casing joint. 2. If the pipe installation dnes not meet the specified toleran.ces, carrect the installatian, includi_ng any neeessary redesign of the pipeline or structures and acquisition of necessary easements. 3.5 CLEANUP AND RESTORATION A. After completion of the boring, all construation debris, spoils, oil, grease and other materials shall be remaved from the pipe, pits and a1l work areas. B. Restora�ion shall follnw construction as the Work progresses and shall he coxr�pleted as soon as reasonab�y possible. 1. Restore and repair any damage resulting from surface set�lement caused by shaft excavation or boring. 2. Any property damaged or destroy�d shall be restored to a condition equal to ar better than existing prior to construction. 3. Restoration shall be completed no later than 30 days after boring is complete, or earlier ii required as part of a pezrnit ar easement agreement. 4. This provision for restoration shall include all pxoperty affected by the construction operations. 3.6 RE-INSTALLATION [NOT USED] 3.i SYTE QUALITY CONTRUL A. Field Tests and Inspecfions AIlow access to the City and furnish necessary assistance and cooperation to aid in the observations, measurements, data a�.d sample collection, incluciing, but not limited to the following: a. The City shail have access to the boriag system prior to, during and following aIl boring operations. b. The City shall have access to the tur�t�elizzg shafts prior to, during and following all boring operations. 1) This shall include, but not be litnit�d to, �isual inspection of anstalled pipe and verification af line and grade. 2} The Contractor shall provide safe access in accordance with all safety r�gulations. c. The City shall have access to spoils removed frorn the boring exeavation prior to, during and fallowing aII boring operations. 1} The City sha11 be allowed to collect soil samples from the muck buckets or spoi! piles a init�imum of once every 10 feet and at any time when changes in soil conditions or obstructions are apparent or suspectcd. B. Safety I. The Contractor is responsible for sa%ty on tk�e job site. a. P�rform all Wor1c in accordance with the current applicable regulations of ihe Federal, SYate and local agencies. CITY OF FORT WORTH Norlh Tm•rartl Fa�p1•ess Seg»te�t 3C STANDARD COirlSTRUCTION SPECIFICATION DqCUMENTS Utility Asserrably 35W-U-0517 Re�ised April 20, 2021 3sasza-7 AUGEB BpRING Page 7 of 7 b. In the event af conflict, comply with �lie more restrictive applicable requirement. 2. No gasoline powered equipment sb.all be permitted in r�c�iving shai'ts/pits. a. Diesel, electrical, hydraulic, and ai.r powered equipment are acceptable, subject to applicabie local, State and Federal regulations. 3. �'urnish and operate a temparary ventilation system in aceordance with applicable safety requirements when personnel are underground. a. Perfarm a11 required air and gas monitoring. b. Ventilation syst�m shall grov�ide a sufficient supply of fres�Z air and maintain an atmosphere free af to�c or flam�nal�le gasses in all und�rground work areas. 4. Perform all work in accordance with all current applicahle regulations and safety requirements of the Federal, State and Local agencies. 5. Comply with all applicable pravisians ofOSHA 29 CFR Part 1926, Subpart 5, Underground Construction and 5ubpart P, Excavations. a. In the event of conflict, comply with the more stringent requirements. 6. If person�ael will enter the pipe during construction, the Contractor shall develop an �mergency response plan for rescuing parsannel trapped undergraund in a shaft excavation or pipe. a. Keep on-site aIl equipment requaared far emergency response in accordance with th� agency having jurisdiction. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [N�T U�ED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT LTSED] 3.13 MAINTENANCE [NOT USED] 3.�4 ATTAGHMENTS [NOT CISED] END Q� SECTION Re�ision Log DATE NAME SUMMARY OF CHANGE CI'I'Y OI' PpRT WpRTH NortFa Tarf•ant Express Segment 3C 5TAIVDARb CONSTRLICi'IQN S.PECIFICATION DOCUM�NTS Utility Assernbly 35[�V-U-0517 Revised Apri120, 2021 330522-I STEEL GASING PIPE Page I of 6 I � , 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 i3 14 15 I6 17 18 SECTION 33 05 22 STEEL CASING PIPE A. Seetion Includes: I. Miru.mum requiren�ents for manufacturing, fizrnishing and transporting Steel Casing Pipe to be install�d hy Open Cut or By Other than Open Cut at the locations shnwn on t.�e Drawings B. Deviations from t�s City af Fort Worth Standard Specification 1. Noue. C. Relateci Specification Sections include, but are not necessarily limited to: . . . . _ -_. . .. ( _ ' "_ j � , . - - • - - Division 1 �- General Requirements Section 33 OS 10 — Utility Treneh Exeavation, Embedtnent aad Backf ll Section 33 OS 20 — Auger Baring Sectian 33 OS 23 —Hand Tunneling `- Section 33 a5 24 — Installation of Carrier Pipe in Casing or TunneS Liuer Plate 19 1.� PRICE AND PAYMENT PROCEDi]RES 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurernent and Payment 1. Open Cut a. Measurement 1) Measured horizontally along the surface for len.gth of Steel Casing Pipe installed b. Fayment 1) The work per%rmed and materials furt�ished in accordance with this Item and measured as pravided under "Measurement°' will be paid for at the unit price bid per linear foot of "Casing, By Open Cut" i�stalled for: a) Various Sizes c. The price hid shall include: 1) Furnisking and installing Steel Casing Pipe as specified by the Drawings 2} Mobilization 3) Pavement removal 4) Excavation 5) Hauling 6) Disposai of excess material 7) Furnishing, placem�nt, and campaction of eznbedment 8) Furnishing, placement, and compaciion of backfi�l 9) Clea�-up 2. By Other than Open Cut a, Measurement CITY O�' FORT WQRTH STANDARD CQA[STRUCTION SPECIFICATIbN 1]OCUMEN"I'S Revised Apiti120, 2021 Norfh Tar•r•artt Expt•ess 3egmenf 3C Udility AssemyFy 35YV-U 0517 330522-2 �TEEL CASING PIFE Page 2 of 5 1 z 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 I) Measured horizontally alnng the surface far length of Steel Casing Pipe installed b. Payment 1) The work perfarmed and materials furnished in aceordance with this Item and measured as provided under "Measureznent" wilI �e paid for at the unit price bid per linear faot nf "Casing/Tunnel Liner Plate, By Other than Open Cut" installed for: a) Various Sizes 2) The work performed and materials furnished in accordance with this Item and measured as provided under "Measureni�nt" will be paid for at the unit price bid per linear foot of "Casing, By Ofher than Open Cut" installed for: a) Variaus Sizes a The price bid shall include: 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 2) Mobilization 3) Launching shaft 4) Recei�ving shaft 5) Pavement removal 6) Excavatian 7) Haulin� 8) Disposal of excess materiai 9) Rur�aishzng, plaaement, and compaction of backfill 10) Clean-up 24 1.3 REFERENCES 25 A. Reference Standards 26 27 28 29 30 31 32 33 34 1. Reference standards cited in this Speciiicatzon refer to ih� current reference standard publis]Zed at the time of ihe latest revision date logged at the end of �is Specification, unless a date is specifically cited, 2. ASTM Intemational (ASTM}: a. A139, Standard Specification for Electric-Fusion {Arc)-Welded Steel Pipe (NPS Sizes 4 and Over}. 3. American Water Vl�orks Association {AWWA): a. C203, C�al-Tar Protective Coatings and Linings for Steel Water Pipelines - Enam�l and Tape - Hot Applied. 35 l.4 ADNIIlvISTRATIVE REQUIItEMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. SubmittaIs shall be in accordance witl� Section O1 33 00. 38 B. All submittals shall be approved by the City prior to delivery, 39 L6 ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS 40 41 42 43 44 A. Product Data 1. Exterior Coating a. Material data b. Field touch-up �rocedures 2. Interior Caating C1TY O�' FORT WORTH North Tarrant Frpr•ess Segment 3C STANDARD CONSTRUCTION 5PECIFIGATIpN DOCUNfENTS Utiliry Rssembly 35W-U-0517 Revised April 20, 2021 33OS22-3 STEBL CASiN(3 PTPE Page 3 of fi 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 2Q a. Material data b. �ieldtouch-up procedures B. Shop Drawings 1. No shop drawings required for Auger Boring 2. For TunneIing, provide tl�e follawing; a. Furnish details for Steel Casing Pipe out�ining the following: 1) Grou�/lubrication ports 2) 7oini details 3) Other nniscellaneous items for furnis�ing and fabricating pipe b. Submit calculations in a neat, iegible format t�at is sealed by a Licensed Professional Engineer in Texas, consistent with the informa#ion providetl in the geotec�anical report, and includes: 1} Calculations confirming that pipe jacking capacity is adequate fo resist the anticipated jacking loads for each crossing with a minimum factor of safety of 2 2) Calculations conf'usning that pipe capacity is adequate to safe3y support al1 other anticipated loads, including earth and groundwater pressures, surc�arge loads, and handling loads 3) Calculations confirming that jointing method will support all loading canditions 21 l,i CLOSEOUT SiTBMITTALS [NOT USED] 22 1.8 1V�AINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE, AND HANDLING 25 26 27 28 29 30 31 32 A. Delivery, Handling, and Storage 1. Prior to delivery af the pipe, end/internal bracing shall be furtushed and installed, as recammended b.y the manufacturer, for protection during shipping and storage. 2. Deliv�r, handle and store pipe in accordance with the Manufacturer's recommendations to protect coating s�+sfems. 1.11 FIELD [�TTE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART � - PRODUCTS 33 2.1 OWNER-FURNISHED �o�] OWNER SUPPL�EDPRODi3CTS [NOT USED] 34 35 36 37 38 39 40 41 2.2 1VIATERIALS A. Design Criteria 1. The Contractor is fully responsible for the design of Stee1 Casing Pip� that meets or exceeds the design requirements of this Speci�catzon and tlaat is specifically designed for installation. by the intended trenchless method. 2. For Steel Casing Pipe utilized iar tunneling projects, consider the %llowing: a. Design of the casing pipe 5ha11 account for all installation and service loads including: CITY OF FORT WORTH STANDARD CONSTRUCTIQid SPEGIFICATION D�CUMENTS Revised Apri120, 2021 North Tar �rrn1 �ipress Segn�eii� 3G Utility Asse:atbfy 35W-U-D517 330522-4 STEEL CA51NG PIPE Page 4 of G 1 2 3 4 S 6 7 8 9 l0 lI J.2 13 14 15 16 17 18 19 zo 21 22 23 24 25 26 z� 28 29 30 31 32 33 3�} 35 35 37 38 3. 1) Jacking loads 2) External groundwater and earth loads 3) Traf�c loads �) Practical consideration for laar�dling, shipping and other constructiQn operations S) Avy ather l�ve or dead loads reasonably anticipated b. Design shall be sealed and signed by a registered Pz-ofessional Engineer licensed in the State of Texas, c. The allowable jacking capacity s�aall not exceed 50 percent of the minimum steel yield stress. Steel Caszng Pipe shall have a minimum wall thickness as follows: Casing Pipe Diameter Miflimum Wall Thickness (inches) inches 14-18 .3125 Sllb 20 — 24 .375 3/8 26 — 32 .5 112 34 — 42 .625 518 44 -- 48 .b875 11/16 Greater than �S Pro'ect s ecific desi n 4. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently install the required carrier pipe with casing spacers as required in Section 33 OS 24. a. Allowable casing diametars are shown on tha Drawings for each crossing. 5. Furnish i�� lengths that are compatibl� with Cont��actor•'s shaft sizes and allflwable wark areas. b. Random segments of pipe will not be permitted for straight runs of casing. a. Closing piece segraents, however, shall be acc�ptable. 7. When required by installation method, pro�ide grout/lubricant ports along the pipe at intervals of 10 feet or less. a, Ports and �ittings sball be attached ta the pipe in a manner that will not materially affect the strength af the pipe nar interfere with installation of earrier pipe. b. Plugs for sealing the iittings shall be pravided by the Contractor and shall be capable of withstanding all external and internal pressures and loads �ithout leaking. B. Materials 1, Provide new, smooth-wall, carbon steel pipe confarming to ASTM A13Q, Grada B. 2, Dimensional Tolerances a. Furnishing and installing Steel Casing Pipe wi�h dirnensional toleranees that are compatible vu�ith perfnrmance requirements and proposed installati.on methads that meet or exceed the spec.i�c requirements below; 1) Minimum wall ihickness at any point shall be at least 87.5 percent af the nominal wal� thiciczxess. 2) 4utside circurnferenee within 1.0 percent or 3/4 inch of the nominal circuznference, which�ver is less. C1TY OF FORT WORTH STA'NDARD CdNSTRUCTIQN SPECiFIGATION DOCUMENTS Re�ised Aprii 20, 2021 Nortk Tarrant F�press Segmenl3C Utiliry Assembly 35W-(i-0517 330522-5 STEEL CASIi�lG PIP� Page S af 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 l8 19 20 1. Provide irtside and outside ai Steel Casing Pipe with a coal-far protective coating in accordanca with �he raquirements of AW`h�A C203, a. Touch up after �eld welds shaIl provide coating equal to thase speciiied above. 21 �.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 Il�15TALLERS [N�T USED] 2S 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 28 29 30 31 32 33 34 35 36 37 38 3} �utside diametar of the pipe shall be within 1/8 inch af the nominal outside diameter. 4} Roundness such that the difference between the znajor and minor outside diameters shall not exceed 0.5 pereent af the specified nominal outside diarneter or 114 inch, whichever is less. 5) M�imum allowable straightness deviation of 1/8 inch in any 10-foat length. 3. All steel pipe shall have square ends. a. The ends af pipe sections shall not vary by more than I/8 inch at any paint from a true plane perpendicular to the a�s of the pipe and passang through the c�nter of the pipe at the end. b, When pipe ends have to be beve�ed for welding, ths ends shall be beveled on tht� outsidc: to an angle of 35 degrees witla a tolerance oi f 2!a degrees and with a widtk� of root face 1116 inch f 1/32 inch. 4. Steel Casing Pipe shall be fabricaied with lnngitudinal weld seams. a. All girth weld seams shall be ground flush. C. Finishes 3.4 INSTALLATTON A. Insta�l Steel Casing Pipe for By Other than Open Cut in accordanee with Section 33 QS 20 �r Section 33 OS 23. Install Steel Casing Pipe far Qpen Cut in accordance with Section 33 OS 10. 1. 2. 3. 4. Steel Casing Pipe connections shaIl be achieved by full penetration field butt welding or an integraI rnachine press-fit coz�z�.ection (Permalok or equal) prior to installation of the pipe, depending on the typ�e of carrier pipe. Allowable jaint types for each crassing are shown on the Drawings, Fie1d butt welding a square end piece af steel pipe to a 35 degree beveled end af steel pipe is acceptable. Integral machined press-fit connections shall he instatled in accordaz�ce with the manufacturer's installation procedutes and recoinmendations. 39 B. Carrier pipe shaIl be installed inside Steal Casing Pipe in accordance with 40 Secti4n 33 OS 24. C17`Y OF FORT WORTH Nor!!� 7'arr4nt E'xp�ess �egment 3C STANDARD CONST1ZlICTION SPEC[FICATION DOCUMENTS Utility Assembly 3SW-U-0517 Revised Apri120, 2021 330522-6 STEEL CASING PIPE Page 6 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 1 �} C. Contact grouting o.fthe annulus outside the casing pipe shall be performed in accordance witl� 5ectian 33 a5 23 or Seatian 33 QS 20. 3.� REPAIIt / RESTORATION [NOT USED] 3.6 R,E-INSTALLATIOI�T [NOT USED] 3.7 FIELD [oe] STTE QUALITY CONTROL j1VOT USED] 3.8 SYSTEM STARTUP [NOT i7SED] 3.9 ADJLTSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLUSEOUT ACTTVITIES [NOT USED] 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT IISED] 3.14 ATTACHMENTS [NOT IISED� END OF SECTION Revision Log DA�E NAME Si7MMARY OF CHANGE 12/20/2.012 D. 7ohnson 2.2,A — Farmatting modified ta apgly thickness requireme��ts for alI casing inskallation merhods 15 CITY OF FaRT WORTH STANDARD CONSTRUCTION SPHCIFICATIO� DOCUMSAFTS Revised April 2a, 2021 �Jarlh Tarrqnf C�press Segment 3C U�ility Assembly 354Y-U-D517 330524-1 I1dSTAI.LATIOI�! OF CARRIER PIPE IN CASING OR TUi+1NEL LIIVER PI_.ATE Page 1 of 10 , I ] 2 3 4 5 SECTION 33 U� �4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE � , _ . .. ,. - _ �r -- . . . h-+t � _ , =�=�+�' � v�l-� F-�-�F �-i� n°--� ---= :i=:=' u� 6 PART1- GENERAL 7 1.1 SiTNII1�ARY 8 A. Section [ncludes: 9 l. Requirements For the installation of carrier pipe into stael casings or tunnel liner I O plate at locations shown on the Drawings 1 I B. Deviations from this City ofFort Worth Standard Specification I2 1. None. l3 14 is 16 17 18 19 20 21 az 23 24 25 2b 27 2$ 29 30 31 32 33 34 35 36 37 3$ 39 40 4l C. Related specification Sections include, but are not necessarily limited ta: � . -- s , s . — — r . Divisian 1 — General Requirements . " _ 4 .� . _ �� ... . .. Y _ T � � ry 1.2 PRICE A1�TD PAYMENT PROCEDURES II�10T USED — SC:HSiDIA�tY TU �._ e�[Nr ' � �. � KII' r:�• +n+�l A. Measuretnent and Payrnent � -; .- _. _._ ,. _ � .a� .,. . _ ��# ' .� » « „ .- ,. !..',J .,i,..1t : .,1..,l.,. A A..l,: [' �.,+: �.� - �.,�.,��n �� ' �est+�g--5�.`er� �.,,� � ,. �., ` - ,�„�� :., ..f: �m ,_ #�� r1:......,,..� ..r�.,,.�� .,.,,,:e..:..i , .' _ CITY OF 1�ORT WORTH STANDARD CONSTRUCTION SPECIFICATiON DOCUMEIVTS Revised Apri12U, 202! Norlh Tarrani Exp1•ess Segmenl3C Utrlrt�+ Assem5ly 35W-U-05l7 330524-2 INSTALLAT[ON OF CARRIER PIPE IN CA3ING OR TIINNEL LINER PLATE Fage 2 of 1 Q 1 2 3 4 5 6 7 8 9 10 il 12 13 14 15 lb 17 18 19 20 21 ' Installation of Water Carrier Pipe in CasinglTunnel Liner Plate ^4� =y- . �� . i . py�e�# , - ., _ « �� --.:µ. .. 1�-' -- �; �,.. £s�-#�-� �4+it : �.`='.,�:�" Ws�'' - :�a�a}g�- .: �^�� -.�__,-- a) f � The price bid shall include: 1) Furnishing and installing Wat�r Main (Pipa) in Casing/Tunnel L,iner Plate as specified by tlle Drawings 2) Mobilization 3) Grout 4) J�int restraint 5) Casing Spacers 6} End se�1s 7} Exca�ation 8} Hauling 9) Dispnsal af excess material 10) Clean-up 22 1.3 REF�RENCES 23 A. De�nitions 24 �, Carrier Pipe: Permanent pipe for ope�•ational use that is used to convey flows 25 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supporYs the 26 ground and provides a stable undergraund excavation for installation of the ca�•ier 27 pipe 28 29 30 3l 32 33 34 35 36 37 38 39 40 41 42 B. Reference Standards 1. Reference s#andards cited in this Speci�cation refer ta the cui�rent reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is spec.ifically cited. 2. American Socie .ty of Test�ng and Materials (ASTM) a. C39, Standard Test Method for Compressi�e Strength of Cylindrical Concrete Specimens. b. C 109, 5tandard Test Method for Compressive S�rength of Nydrauli� Cement Moriars {Using 2-in or [50 mm] Cube Specimens), c. D638, 5tandard Test Method for Tensile Properties o.f plastics. 3. International Organization for Standardization (ISO); a. 9001, Quality Manage�nent Systems - Requirements. 4. Occupational Safety an�d Health Adrninis�ration (OSHA) a. DSHA Regulations and Standards for Underground Constcuction, 29 CFR Part 1926, Subpart S, Underground Construction and Subpart P, Excavatian. 43 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USEDJ 44 1.5 SUBNIITTALS 45 A. Subrnittals shall be in accordance with Sectian Q1 33 00. CITY OF FORT WORTI-i North TQrran� E'zpr•ess Segrrren� 3C' STANDARD CQNSTItUCT10N SPECIFICATIOI�F bOCUMEt�ITS Urrlrry Assemhly 35W-U-OS17 Revised April 2U, 2p2E 330524-3 INSTALLATIOIV OF CARRIER PIPE IN CA31NG OR TUNNEL LINER ALATE Page 3 nf 1 Q B. All submittals shall be approved by the City prior to delivety. 2 1.6 ACTIOI�T SUBMITTALSIIi�TFORMATIOI�IAL SUBIVIITTALS 3 4 5 6 7 A. Product Data S B. Shop Drawings 9 l. Required fa�• 24-inch and largcr pipe installations 10 2. Submit Work Plan describing the earrier pipe installation equipment, materi�ls and I 1 construction m.ethods to be employed. l2 �3 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 3q 3I 32 33 34 35 36 37 38 39 40 41 42 �3 44 45 3 4. 5. 1. Casing Isolators/Spacers a. Material Data 2. Grout Mix a. Material Data Casing SpacerslIsolators a. Detail drawings and manufacturer's information for the casing isolators/spacers tila,t will be used. 1} lnclude dimension and camponenf materials and dacumentation of manufacturer's I50 90�1:2000 certiFicatinn. b. Alternati�es to casing spacers/isolators r�ay be allowed by the City on a case- by-case basis. c. For consideration of alternate method, submit a detailed description of inethad incIuding details. End seal or bulkhead designs and loeations for casing/liner�. Annular Space {between casing pipe and casinglt�tnnel liner plate) Grauting Wark Plan and Methods including: a. Grouting methods b. Details of equipment c. Grouting proced�res and sequences inclUding: l ) Injection methods 2) Injectian pressuz•es 3) Monitaring and recording equipment 4) Pressure gauge calibration data 5} Materials d. Grout mix details including: 1 } Proportions 2} Admixtures including: a) Manufactui•er's literature b} l,aboratoYy test data verifying the strength of the proposed grout mix c) Proposed grout densities d) Viscosity e) Initial set time af grout (1) Data for these requirements slaall be derived from trial batches from an approved testing Iaboratvey. e. Suhmit a minimum of 3 other simi�ar projects wl�ere the proposed graut rriix design was used. f. Submit anticipated �olumes o�'graut to be pumped for each applicaiion and ��each grouted. CITY OF FORT WORTH STANI�ARD COIVSTAUCTION SPECI�ICATIQI� [JOCUMEI�TS ReviserE April 20, 2021 Mor•f$ Tart•m�l Express Segnrenl3C Utility Ass�mbly 354i'-U-U517 33 45 24 - 4 INSTALLATION OF CARRIEA AIPE I[�1 CA51NG OR TITNNEL LINEA PLATE Page 4 nf 10 1 2 3 4 5 6 7 1.7 g. For pipe installations greater than 36-inches, without hold down jacks or a resteained space�•, provide buoyant %rce ealculafions during grouting and measures to preveirt flotatian. 1} Caloulatians sealed by a licensed Engineer in the State af Texas. h. D�scriptian of inettrods and devices to prev�nt buckling of carrier pipe dueing grauting of annular space, if required CLOSEQiTT SUBMITTALS [NOT USED] 8 1.8 MAINTEN.ANCE MATERIAL Si]BMiTTALS [NOT USED] 9 �..9 QUALITY ASSURANCE 10 11 12 13 14 15 A. Cet�tifications 1, Casing isolator/spacer manufacturer shall be certified against the pravisions of IS09001:2000. 1.10 DELIVERY, STORAGE, AND HANDLIIiTG [NOT USED] 1.11 FIELD [SITE] COIiiDITIOIiiS [liTOT USED] 1.1� WARRAIiTTY [NOT USED] 16 PART � - PRODUCTS 17 �.1 OWNER-I`LJRNISHED [oR] OWNER-SUPPLIEDPRODLTCTS [NOT USED] 18 2.2 MATERIALS 19 A. Manufacturers 20 1. Only the man�facturers as lis�ed on the City's Standard Products List will be 21 considered as shown in Seetian O1 60 00. 22 a. The manuiacturer must comply with fihis Speciftcation and related Seetions. 23 2. Any product that is not listed on the Standard Products List is considertd a 24 substitution and shall be su4�mitted in accordance with 5ection 41 25 00. 25 3. The Casing SpacerslIsalators shall be new and the product of a manufacturer 26 regularly engaged in the manufacturing of casing spac�rs/isolators. 27 B. Design Criteria and Materials 28 1. Carrier pipe sliall be installed within the hori.zontal a�id vertical tole�•ances as 29 inciicated in PART 3 of this Specification, incorpora�ing all support/insulator 3p dimensions required, Diameter inci►es Water Line 6-12 16-20 24 and reat �- �:•,:�v;=� �� +; � � , M�terial DIP (R�strai�ted} DIP {Restrai��ed} -- - ' � -- - - DIP (R�strained} I, = r-��. �- ., . , C1TY pP FORT WORTH STANDARD CONSTRUCTION SPECIFICATIOAf DOCUNIEIrfTS Revised Apri120, 2021 Specification Reference 33 11 10 33 l l 10 33]110 �, ; � , � Narih Tar•�•pni Expi•ess Segnre�af 3C Ulilit�� Assembly 35W-U-0517 33D524-5 INSTALLATIOi�i OF CARRIER PIPE Ii+! CASiiVG OR TU3�INEL L1NER PLATC Page S of 10 � � � .l i• - - ----w-•- -' -- � 1 2. Graut of annula�• space 2 a. For gravity sewer carrier pipe installation: 3 1) Fill all �oids between the carrier pipe and the casi�g ar liner with grout, 4 2) Alj exterior carrier pipe surfaces and all interior casing or liner surfaces 5 shall be in contact with t�e grout. 6 b. For water line installation: 7 1) Na annular space fil! will be used. 8 3. G�•out Mixes 9 a. Law Density Celluiar Grout (LDCC) 10 l} Annular space (between sewer carrier pipe and aasinglliner} grout shall be 11 LDCC. 12 2) The LDCC shall be portland cement based grout mix rrvith il�e addition of a 13 foaming agent dasigned for this application. l�F 3) Develflp 1 or mare grout mixes designed to completely f li the annular 15 space based on the follawing requirements: I6 a} Provide ad�quate retardation to completely �11 the annular spaee in i 17 monolithic pour. l8 6) Provide less than 1 percent shrinkage by volume. 19 c) Compressive Strength 20 (1) Minirnum strength af l0 psi in 24 hours, 300 psi in 28 days 21 d) Design grout mix with the proper density and use proper methods to 22 prevent floating of the carrier pip�. 23 e} Pro�ortion grout to flow and to connpletely fill all voids between the 24 carrier pipe and the casing ar liner. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4I 42 4. End Seals a. Provide end seals at each end af th$ casing or iiner to contain the grout backfill or to close the casinglliner ends to pre�ent the inflow of water or soil. 1) �or water piping less than 24-inch �iameter, use hard rubbe�• seals, Model PL Link Seal as manufactured by fihe Thunderline Corporation or approved eyual. 2} For water piping 24-inch diameter and greater, use pull-on, 1/8 inch thick, synthetic rubber end seals, Mode1 C, as manufactured by Pipaline SeaI and Insulator, [nc. or approved equal. 3) For sewer piping, no end seals are required sinc� the annular space between the carrier pipe and the casing will be grouted. b. Design end seals to withstand the ant�cipated soil or grouting pressure and be watertight ta prevent graundwatea• from entering the casing. 5. Casing. Spacersllnsulators a. Provide easing spacerslinsulators to support the carrier pipe during installatFon and grouting {where grout is used). 1) For concrete pressure pipe, mortar bands may be allowed in lieu of casing spaeerslisolators. �3 2) ' ' -� - 44 b. Casing Spacers/Isolators material and praperties: 45 1) 5ha11 be minimtsm 14 gage 46 2} For water pipe, utilize Stainless Steel. 47 3} For sewer pipe, utilize Coated Steel. CITY OF FORT WaR'I'I-f STANDARD CON3TRUCTiON SPECIFICATION DOCUMENTS Revised April 20, 2021 Norlh Tm•iunl Express Segmenl 3C UtrTtty tlssentbly 35W-U-0517 330524-6 INSTAl.LAT10A1 OF CARRIER PIPE IN CASINQ OR TUNNEL LIT�lER PLATE Page G of 1 U 1 2 3 �} S 6 7 8 4 10 ]1 12 13 14 15 16 17 i8 ]9 20 21 22 23 24 25 26 c. d. e. f �• h. 27 2.3 ACCESSORFES [NOT USED] 28 2.4 SOURCE QUALITY COlV'I'R�L [NOT iTSED] 29 PART 3 - EXECUTION 3Q 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] 33 34 35 36 37 38 34 40 4l 42 3:4 INSTALLATION A. General 4} Suitable for supporting weight of carrier pipe witliout deformation or collapse during installatian Prnvide restrai�ied-style casing spacers to hold all pipes stable during grouting operations and prevent floating or movement. Provide dieleotric strength sufficient to electrically isolate each com�anent from one another and from the casing, Desig;n risers for appropriate loads, and, as a minimum: 1) Provide 14 gage steel risers a) Provide stainless steel hands and risers far vwater installations. Band ma�erial and criteria 1) Provide palyvinyl chloride inner liner with: a) Minimum thickness of 0.09 inches b) Dui•ometer "A" of SS-90 hardness c) Minimum dielectric strength of 58,OQ0 valts Runner material and criteria 1) Provide pr�ssure-molded glass reinforced palymer or UHMW with: a) Minimum of 2 inches in width and a minimum of 1 I inches in length. 2) Attach to the band or riser with 3/$ inch minimum welded steel or stainless steeI studs. 3) Runner studs and nuts s1�aI1 be recassed we11 below the wearing surface af the runner a) Fill recess with a c�r�•osian inhibiting filler. Riser height 1) Pravide sufficient heighf with attached runner allaw a minimuzn clearance of 2 inches between the outside of can•ier pipe befls or couplings and the inside ofthe casing liner surface. Carrier pipe installafAon shall not begin until the folIowing tasks have been coinpleted: a. All required subrnittals hav� been provided, reviewed and accepted. b. All casingiliner joints a�•e watertight and no water is entering easing or liner fram any saurces. c. AII contact grauting is complete. d. Casinglliner alignment record drawings have been submitted and accepted by City to document deviatians due to casing/liner installatian. ciry or roRT waxmx STANDARD CDNS7'RUGTION SPECIFIGAT[C1N DOCUMEI+fTS Revised Apri120, 2021 Nor�th Turrant F�pr'ess Segmenl3C Utility Assernbly 35W-i7-0517 33QS24-7 LNSTALLATION OF CARRIER P1PE IN CASING OR TUNNEL LINEIt PLATE Page 7 nf 10 e. Site safety repres�ntative has prepared a code of safe practices and an emergency plan in accordance wifih applicable requirements. 6 7 �a ll 12 13 14 15 16 r� 18 19 20 21 2. The carrier pipe s�all be installed wiihin tlie easings or line�s between the limits indicated ou the Drawings, to the speci�ed iines and grades and utilizing methods which inelude due regard for safety of warkers, adjacent structures and impravements, utiIities and the public. B, Gontrol of Line and Grade l. Install Carrier pipe inside the steel casing wiY.hin the following tolerances: a. Horizontal 1) � 2 inches from design line b. Vertical 1) fl inch from design grade 2, Check line and grade set up prior ta beginning carrier pipe installation. 3. Perform survey cliecks of line-and-grade of carrier pipe during ins#aIlation operations. 4. The Contractor is iuily responsible for the accua•acy of the ins#allation and the correction of it, as required. a. Where the carrier pipe installation does not satisfy the specified toIerances, correct the installation,. including if necessary, redesign oi the pipe or structures at no additiona! cost to City. C. Installation of Carrier Pipe 22 1. Pipe Installation 23 a. Remc�ve all �oose soil from casing or liner. 24 b. Grind smooth al! rough welds at casing joints. 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 40 4l 42 43 �4 45 46 47 48 2. Installation of Casing Spacers a. Provide casing spacers, insulators or ather a�proved devices ta prevent flotation, movement or dainage to the pipe during installatian and grout backfill placement, b. Assemble and securely fasten casing spacers to the pipeline to be installed in easings or tunnels. c. Correcdy assemble, �venly tighten and prevent darr�age during tigh�ening of the insulatars and pipe insertion. d. [nsiall spacet•s in accordance with manufacturer's recommendations. e. Install ca��tier pipe so that there is no m�tallic cantact between the carrier pipe and tlie casing. f: Carrier pipe shall be installed without sliding or dragging it on the ground or in tl�e casing/liner in a manner that cauld damage the pipe or coatings. 1) If guidc; rails are allowed, place cement mortar on both sides oithe rails. g. Coat the casing spacer runners with a non-corrosive/environmental�y safe lubricant to rninimize fi�iction when installing the carrier pipe. h. The carrier pipe shall be electrically isolated from the carrier pipe and from the casing. i, Grade the bott�m of the trench adjacent to each end afthe casing to provide a firm, uniform and continuous support for the pipe. Ifthe trench requires some backfill to establisli the final trench bottom grade, place the backiill material in &-inch lifts and compact each layer. j. After tlie casing or tunnel liner has baen plaeed, pump dry and maintain dry until the casing spacers and end seals are installed. C1TY OF FORT WDRTH STANDARb CpNSTRUCTION SPECIFICATION DOCU{VIENTS Revised April 20, 2Q21 Na�lh Tarranl Express Segt+se�a� 3C Ulility Asses�bly 35W-U-D517 334524-8 INSTALLATIOI�I O�' CATZI�IER PIP� IN CASING OR TU1Vh1EL LINEI2 PLATE page 8 of 1 U 1 2 6 7 ]0 ll 12 13 14 15 16 l7 18 1R 20 3. Insulator Spacing a. Maximum distance between spacers is to b� 6 feat, b. Far 18 and 20 foot long joints, install a minimum af 4 spacers. 1) Install2 spacers wi#hin 1 foot on each side of the bell or flange. 2} Remaining 2 spacers shall be spaced equally. c. If the casing or pipe is angled or bent, reduce the spacing. d. The end spacer inust be within 6 inehes of th� end of the casing pipe, ragardless of size af casing and pipe ar type of spacer used. e. Install spacers on PVC pipe at the insertion Iine tn prevent o�er-insertian of the spigot into the bell. 4. After installation of the cart•ies• �ipe: a. Mnrtar inside and outside �fthe jaints, as applicable b. �erify electrical discantinuity between the water cai��er p.ipe and tunnelliner. 1) If caniinuity exists, reznedy tE�e short, by al� means neeessary including remo�ing and reinstalling the carrier pipe, pr�ar to applying cellular graut. c, If hold down jacks or casing spacers are used, seal or plug the ends of the oasing. d. 3f steel pipe is used and not welded prior to installatian in casing/liner, welding of pipe will anly be allowed after grouting of annular space is complete, D. Installation of End Seals 21 1. �or Water Pipes 22 a. Grout end of easinglliner a minimum af 6 inches and a maximum of 12 inches. 23 b. Place pull-on synthetic rubber exld seals an the pipe and pull over the end of the 24 casing. Securely fasten with stainless steel bands. 25 2. For Sewer Pipes 26 a. Grout annular space between carrier pipe and casing as ineiicated in this 27 Specification. 2$ , � � �-- �1 r�itti._ —n,j„�; .�.�::it�=-� 29 30 31 = -ad• ,.rn.. ,.+ 32 -- . 33 . 3� � � 35 „ a �w,,��, . � .�f ': '�..� ;�t . -t�t. �r�,._,.•.: 3b - 37 ' 38 a. te�*+ao ,...,,.. ,:.� � 39 . 40 _ ' �y 41 �',� , 42 , 43 . � . �4 45 . 46 � 47 -. , , 48 �,.�,o .�,..c.0 � �:�•j.p.� CITY OF FOAT WORTH Nnrth Tm�p�ani Eap3�ess Segrneni 3C STANDARD COI�STRUCTION SPECIFICATION DOCUMENTS Udilrty.4ssem6ly 35W-U-QSI7 Itevised April2Q, 2021 336524-9 INSTALLATIOt�! QF CARRIEIt PIPE IN C.ASING qK TUNIdEL LINER PLATE Page 9 of I Q I � �, Y � 1 2 3 4 S b 7 8 9 1� 11 t_ �-• in � ti J � ae p7pqT��•..� i�. � �' .. r : � R � _ `�� : - � .. ..,�„ ... �,. e,.. .. .,, .,+ ., „�� A r,.a -. ..i„•- -_ ': -:-- - - - -,�� `'*:,�" - ' �3,,,ui 1 ��, .�. ♦t_ .'ii�tr'tt -:t�Fit! -��. �!�Tr �+ 7� '� ---- . 12 3.5 REPAIIt 1 RESTORATION [NOT USED] 13 3.6 RE-INSTALLATIQl�T jNOT USED] 1�F 3.7 FIELD [oR] STTE QUALITY CONTROL 15 A. Reports and Records required for pipe installations greater than 4$-inches and longer 16 than 350 feet 17 1, Maintain a.nd submit daily logs of grouting oparatians. I 8 a. Inelude: l 9 1) Gt•outing locations 20 2) Pressures 21 3) Volumes 22 4) Grout �nix pumped 23 Sj Time of pumping 24 2. Note any problems or unusuaI observations on �ogs. 25 B. Grout Stj•ength Tests 2b 1. City will perform testing %r 24-hour and 28-ciay campressive strength tesis for the 27 cylinder molds or grout cubes abtained during grouting operations. 28 2. City wiIl perform iield sampling during annular space grouting. 29 a. City will collect at least i set of 4 cylinder molds or grout cubes for each 100 30 cubic yards of grout injected but not less than 1 set for each grouting shift. 31 h. City will per�'onn 24-hour and 28-day compressive strength tests per ASTM 32 C39 (cylindrical specimens) or ASTM C1U9 {c�be specimens). 33 c. Remaining samples shall be tes�ed as djrected by City. 34 3S 36 37 38 39 40 4l 42 43 C. Safety 1. The Contractor is respa�isible for safety on the �ob site. a. Perform all Work in accordance with the cut�rent applieable regulat�ans of tl�e Federal, State and IocaI agencies. b. In the event of conflict, comply with the more restrictive applicable requirement. 2. No gasoline powered equipment shal� be pertnitte�l zn jacking shafts and receiving shaftslpits. a. Diesel, electrical, hydraulic and air powered equipment is acceptable,. subject ta applicahle local, State and Federal regulations. CITY OF FORT WORTH STANDARD C(]NSTRUCTION SPECI.FiCAT10N DOCUivIENTS Revised Apri120, 2021 North Tar'ranl �kpress Segment 3C [Itilily Asseuably 35W-U-0517 33 05 24- 10 [NSTALLATIDN OF CARRIER PIPE IN CASING Olt'I'UNNEL LINER PI�ATE Page 10 of ] 0 1 2 3 4 5 6 7 8 9 ia ii I2 13 14 15 16 17 3. Methods of canstruction sha11 be such as to ensur� the safety of the Work, Contractor's and other employees on site and the public. 4. Furnish and operate a temporary ventiIation system in aecordance with applicable safety requirements whaiz personneI are underground. a. Perform alI required air and gas monitoring. b. Ventilation system shall provide a sufficient supply af fresh air and maintain an atmosphere fi•ee of toxic or flammahle gasses in all underground work areas. 5. Perforn� alI Wnrk in aceordance witl� all current appli�able regulations and safety require�nents of the fed�ral, state and 1oaaI agencies. a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, Undergraund Construction and Subgart P, Excavaiions. b. ln the event of conflict, comply with �he irtore stringent requirements. 6. If personnel will enter the pipe during construction, the Cantrac#�r shall develap an ernergency respons� plan for rescuing personnel trapped und�rgraund in a shaft excavation or pipe. a. Keep on-site all equipment required for em�rgency response in accordance with the agency having jurisdiction 18 3.� SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING (NOT USED] 20 3.1D CL�ANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [i+IOT iTSED� 22 23 24 25 26 3.1� PROTE.CTIQN [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [I�TOT USED] END OF SECTION Re�ision Log DATE NAME SUMMARY OF CHANGE 1 2 /20120 1 2 D. .iohnson 2.2.8.1 —Modified minimum watcE• line diameter fro�n 8-inches to 6-inches Added Blue Text for clarification 1. I.0 — Added Cancrete Pressure Pipe 5pecification reference. 6/19/2�] 3 D. .iohnson �,2,�3,5 — Added provisions for mortar bands an concrete pressure pipe. 3.4.C.3 -- Revised ]anguage related to spacing of casing spa.cers to co�'respond to the City's Standard Detail. 27 CITY OF FORT WOR'i'H Nor•lh Tayrand Express 5egnaent 3C STANDARD COI�iSTRUCI'ION SPECIFICATIdN DpCUMENTS Utility.�ssembly 35W-U-0517 Revised April 20, 202i 33Q526-1 11TIL1TY MARKERSILdCATORS Page 1 of 5 SECTION 33 0� 26 UTILITY MARKERS/LOCATORS PART 1- GENER�I, L1 �UMMARY A. Section rncludes: 1, Buried and surface utility markers for Utility construction B. Deviations frorn this City of Fort Worth Standard �pecification 1. None. C. Related Specificatzon Sections include, but are not necessarily limited to: 1. Division 0— Bidding Require�a.ents, Contract Forms, and Conditions of the Contract 2. Division 1— General Reyuirements 1.2 PRICE AND PAYMENT PROCEDi7RES A. Measurement and Payment 1. Measurement a Measurement fior this Item will be by lump sum. 2. Payment a. The wark performed and materials futxaished in accordance with this Iiem w�ll be paid for at #��e lump sum price bid for "LJtility Markea•s". 3. The price bid shall include: a. Furnishing and installing LTtility Ma�rkers as speciiied by the Drawings b. Mobilizatian c. Pav�ment rexnovai d. Excavation e. Hauling £ Disposal of excess material g. Furnishing, placement and compaction of backfill �. Clean-up 1.3 RE.FERENCES A. Reference Standards 1. Izeference standards eited in thzs Specification refer to the current refer�nce standard published at the time of the latest revision date lagged at the end of this Specification, unless a date is specifically cited. 2. American PubIic Works Association {AWPA): a. ilniform Color Code. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] CITY OF FORT W�RTH North Tarr•arrd Express Segmenl3G STANDARD CONST[ZUCTION SPECIFICA'I'IaN DOCiJMENT3 U1rIity.4ssembly 351�T� U-0517 Revised December 20, 2012 33aszs-z U'T'ILITY MARKERS/LOCATORS Page 2 of 5 1.5 SUBMITTALS A. Submittals shall be in accordance with Section O 1 33 00, B. All submittals shall be apgroved by the City prior ia delivery. 1.b ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Buried Marker 2. Surface Marker 1.'� CLOSEnUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED] 1.9 QUALITY ASSURANCE �NOT USED] 1.10 DELIVERY, STQRAGE, AND HANDLING [NOT USED] 111 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRODUCTS �.1 OWNER-FURNISAED [aRI OWNER-SUPPLIEDPRQDUCTS [NOT C15ED] 2.2 MATERIAi�S A. Manufacturers 1. Only the manufacturers as Iisted on the City's Standard Products List will be cansid�red as shown in 5ectzan O1 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is nat listed on tlae Standard Products List is considered a substitution and shall be subnnitted in accordance with Section O 1 25 00. 3. Provide new Utiliiy Markers/Locators fram a manufacturer regularly engaged in the m:anufacturing of Utility Markers/Locatars. B. Mat�rials 1. Bnried Marlcers (Detectable Warning Tape) a. Provide detectable warning tape as follows; 1} 2) 3} S.fl mil overall thicicness Width — 3 inch minimum Weight — 27.5 pounds per inch per 1,000 square feet 4) Triple Layer with: a} Minimum tl�uckness 0.35 mils solid aIuminum fail encased in a protective iner� plastic jacket (1) 100 percent virgin lour density palyethylene (2) Tmpervious to all k�aown alkalis, acids, chemical reagents and solven�s within sail {3) Aluminum fnil visible to both sides CITY OP FOAT WORTH North Tu�•rant �xpress Segmettt 3C STANDARD CQNSTRUCTION SFECiFICATION DOCUMENTS Ulilily Assembly 35W-U-0517 Rcvised December 20, 2012 330525-3 US[LITY MARKE[tS1LOCATORS Page 3 af 5 S) Locatable by canductive aud inductive metkods b) Printing encased to avoid itilt rub-off 7) Color and Legends a) Potable water lines (1) Co1or — Blue {in accordance with APWA Uniforim Color Code) (2) Legend — Caution Potable Water Line Below (repeated every 24 inehes) b) Recla�med water lines { 3) Color — Purple (in accordance with APWA Uniform Color Code} (2} Legen.d — Caution Reclaimed Water Line Belov� (xepeated every 24 inches} c) Sewer Line (1) Color — Green (in accordance witb. APWA Uniform Color Code} {2) Legend — Caution Sewer Line Below (repeated every 24 inches) 2. Surface Markers a. Provide as fallnw�: 1) 4-inch diamater, 5-feet minimum length, polyethylene posts, or equal2) White posts with color�d, ultraviolet resistant domes as follows: a) Water Lines (1} Calar —Blue (in aecordance with APWA Uniform Color Code} (2) Legend — Caution Pota�le Water Line Below b) Reclaimed water lines (1) Color — Purple (in accardance with APWA Uniform Color Cade) (2) Legend — Caution Rzclaimed Water Line Below c) Sew�;r lines (1} Color— Green (in accardance with APWA Uniform Color Cade) (2) Legend — Caution Sepver Line Below �.3 ACCESSORIES �NOT USED] �.4 SOUR.CE QUALITY CONTROL [NOT USED] PART 3 - EXECi.]TION 3.1 INSTALLERS [NOT U�ED] 3.� EXAMINATI�N jNOT USED] 3.3 PREPARATION [NOT USED] 3.� INSTAf.I.ATION A. Buried Markers (Deteetable Warning Tape) 1. Tnsfall in accordance with manufacturer's recammendations below natural graund surface and directly abova the utility for which it is �arkuag. a. Allow I S inches muumum between utility and marker, C1TY OF FQRT WORTH NortFs Tcrrr�r�d Express �egme��t 3C STANDARD CaNSTRUCTION SPECI�iCATIQN DOCUMENTS Utiliiy Assembly 35YV-U-0517 Kevisad �ecembe�' 2Q, 2012 330526-4 UTILITY MARKERS(LOCATORS Page 4 of S b. Bury to a depth of 3 feet or as close ta the grade as is praetical for optimum protection and deteetability, B. Surface IVlarkers 1. Bury a minimuzn of 2 feet deep, with a rninimum of 4 feet above ground 2. The warning sign for all surfac� markers shalI be 21 inches {not including post cap}. 3. Where possible, place surface znarkers near fixed objects. 4. Place Surface Markexs at the following locationa: a. Buried Features 1) Place directly above a buried feature. b. Above-Ground Features 1) Place a maximum of 2 feet away from an abave-grourrd feature, c. Water lines 16-inches and larger I) Each right-of-way line (or end of casing pipe) for: a) Highwa� crossings b) Railroad crossings 2) Utility crossings such as: a) High pressure or large diameter gas lin�s bj Fiber optic lines cj Underground electric transmission lines d) Or other locations shown on thc Drawings, or directed by the City d. Surface markers not required for I2-inch and smaller water lines e. For sanitary sewer lines: 1) In undeveloped areas, place marker maximum of 2 feet away from an above-ground feature sueh as a manhole or combination air valve vault. Z) P1ace at 500-foot intervals alon� the pipeline. 3.� REPAIR / REST�RATION [NOT US�D] 3.6 RE-INSTALLATION [NOT USED� 3.i FIELD [ox] SITE QUALITY CONTROL [N�T USED] 3.8 SYSTEM STARTUP [NOT USEDJ 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT IISED] 3.11 CLO�EOUT ACT�VITIE� [N�T i1SED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END O�' SECTION C1TY dF FORT WORTH No1•th Tarranl.Express Segrnenl3C STANDARD COAISTRUCTIO7V SPECIFICATION DOCllMENTS Utrlrty Rssembly 3SW-U-0517 Revised dece�nber 20, 2012 33OS26-5 UTILITY MAI2KERS/LOCATORS Pagc 5 oi 5 Revision Log DAT� NAME SUMMARY QF GHANGE 12/20/2012 D. Johnson Removed references to Utility Marker Balls throughout. CITY QF FORT WORTH Narlh TarraHt �'xpress �egmenE 3C STANDAC�b CONSTRUCTION SPECIFICATION DOCUMENTS Utility AssernBly 35W-U-0517 Revised Aece��ber �0, 2012 330530-t LOCATTQN OF E7CISTING UTILITIES Page I of 5 sECTroN ss a� sa LOCATION OF EXISTING UTILITIES PART1-GENERAL 1.1 SUMIVIARIY A. Section Includes: 1. Locating and verifying the location and eLevation of the existing underground utilities that may conflict with a facility proposed for construc�ian by use of: a. Exploratory Excavation b, Vacuum Excavation B. Deviations from. this City of Fort Worth Standard Speciiicatian 1. None. C. Related Spe.ci£'ication Sections include, but are not necessarily lirnited ta: 1. Division 0— Bidding Requirements, Gontract Forms, and Conditians of �he Gontract 2. Division 1-- General Requirements 3. Sectian 33 OS 10 — Utility Trench Excavation, Embedment and Backfill 1.� PRICE AND PAYMENT PR�CEDURE� A. Measureme�t aud Payment 1. Exploratory Excavation of Existing Utilities a. Measurement 1) Measurement for this Itern shall b� per each excavation performed as identified in the Drawings, or a� directed. b. Payment 1) The work perfozxn.ecl and materials furnished in accordance with this Item and measured a� provided under °`Meas.urement" will be paid Far at the unii price bid per each "Exploratory Excavation for Existing Utilities" specified. c. The price bid shall inelude: 1) Grade survey 2) Pavement removal 3) Excavation 4) Utility Location 5) Hauling 6) Disposal of excess materiat 7) Furnishing, placing az�d compaction of embedmeiit 8} Furnishing, placing and cornpaction af backfill 9) Clean-up 10) Surface restoration 2. Vacuum Excavation of Existing Utilities a. Measurement C.ITY OF FQRT WORTH Nor1T¢ 7'r�rf•unt �kpress Segmenl3C 5TAIIDARD CONSTRUCTION 3PECIFiCATION DOCUMENTS Utility AssernGly 35W-U-U517 Revised decembes• 20, 2Q 12 33 05 30 - 2 LpCATIDN OF FJfISTING UTILITIES Page 2 of 5 i) Measurement far #his Ttem shall be per each exeavation perforined as identified in the Drawings, or as directed. b. Payment 1) The vvark performed and materials furnished in aecordance with this Item and measured as provided under "Measurement" vvill be paid for at the ut�it price bid per eaeh "Vacuum Excavation" specifed. e. The price bid sha11 include: 1) Grade survey 2) Pa�ement removal 3} Vacuum Excavation 4) Utility Loeaiian 5) HauTing 6) Disposa� of excess material 7) �'urnishing, placing and compaction of embedment $) Furnishing, placing and compaction of backfill 9} Cleas�-up 10) Surface restoration 1.3 REFERENCE� A. Definitions 1, Exploratory Excavatian: Previously called "D-Hole" within the City, a method used to lacate existing underground utility as shown on the plans through the use of standard excavation equipment. 2. Vacuurn Excavation: Method used to locate existing underground utility as shown on the plans through the use of geaphysical prospecting eq�ipment such as vacuum excavation. B. Reference Standards l. . Reference standards cited in this. Specificatioz� refer to the current re%rence standard published at the time of the latest revision date lo.gged at the end af this Specification, unless a date is speciiically eited. 2. American Society of Civil Engineers (ASCE) a. ASCE Publication Cl/ASCE 38 (Standard Guideline for the Collection and Depiction of Exiating Subsurface Uti�ity Data) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for Exploratory Excavation of Existing Uti�ities. 2. Coordir�ate locatian of aIl ather existing utilities within vicinity of exeavation prior to commencing Exploratory Excavation. 3. Coorrlinate staking of Exploratory Excavations with City at least I week priar ta comanencement. B, Sequencing CITY OF FDRT WORTH 11Tar•!!r 7'arranl Expr•ess Segmenl 3C STANDARI] CQNSTR[ICTION SPECIFICATION DpCUMEN7'S Utili.ty �lssembly 35W-U-D517 Revised Dacember20, 2D12 330530-3 LOCATION OF EXIST'TNG UTILITIES Page 3 of 5 1. Exploratory Excavations sha11 be conducted prior to the construction of the entire project. C, Scheduling 1. For critical utility lacaiions, the City may choose to be pres�nt during excavaiian. 2. Alter sch�dule %r Exploratory Excavation of Existing Utilities to aecommodate City p�rsonnel. 1.5 SUBMITTALS [NOT USED] 1.G ACTION SUBMITTALS/IlYFORMATIONAL SUBMiTTALS jNOT USEll] 1.y CLOSE�UT SUBMITTALS A. Report of tltzlity Location 1. Harizontallocation of utility as surveyed 2. Vertical elevation of utility as surveyed a. Top of utility b. Spring line of utility c, Existing ground 3, Material type, diam�ter and description of the condition of existing utility �.S MAINTENANCE MATERIAL SLTBMITTALS [NOT USED] 1.9 QUAL�TY ASSURANCE [NOT USED] 1.1U DELNERY, STORAGE, AND HANDLING [NOT USED] 1,11 FIELD [SITE] CONDITIONS (NOT USED] 113. WARRANTY [NOT USED] PART � � PRODUCTS [NOT iT�ED] PART 3 � EXECUTION 31 INSTALLERS [NOT USED] 3.� EXAMINATION A. Verifieation of Conditions 1. Verify location af existing utilities in accordance with ihe General Requirements, the General Notes and the Dravvings, 3.3 PREPARATION A. Coordinate with City Survey, if applicable, 3.4 INSTALLATIQN A. Exploratory Excavation CITY �F' FORT WORTF� Narllt Tari'an1 Eapress Segme�tl3C STA�'AARD CONSTRUCTIOIV SAECIEICAT101V DOCUMENTS U1ility Rssembly 33W U-D517 Revised Deceinber 20, 2012 33 OS 30 - 4 LOCATION OP EXISi'iNG LJTII,ITIES Page 4 of 5 1. Verify Iocation of existing utiiity at locatinn denoted on the Drawings, ar as directed by the City. a. Expose utility to spring 1ine, as necessary. b. Excavata and Backfill Trench for the Explaratory Excavation in accordance with Section 33 Q5 1 D. B. Vacuum Excavation 1. Verify l�cation of existing utility af location denoted on the Drawings, or as directed by the City. 2. Designate the horizontal position of the existing underground utilities that are to be lacated using geophysical prospecting equipment. a. Acquire rec�rd documentation fram and coordinate with utiiity companies, as necassary to lacate utility. 3, Perform ex�cavation in general accorciance wit�a the recommer�ded practices and pracedures described in ASCE Publicatian CIIASCE 38. C. Upon completion af the utility locating, submit a report af the f�n.dings. D. If location of utiIity is in conflict vvith ihe Drawings, notify the City Project Manag�r for appropriate design modifications. E, l'lace �mbednaent and backfill in accordance with Section 33 OS 10. F. Once necessary data is obtained, immediately restore su.rface to existing condztions to: 1. Obtain a safe and proper driving suriace, if applicable 2, Ensure the safety of the general public 3. The satisfaction af the City 3.� REPAIIt 1 RESTORATIQN [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.i FIELD [ox] SITE QUALITY CONTROL jNOT USED] 3.8 SYSTEM STARTUP [N�T USED] 3.9 ADJUSTING [NOT USED] 310 CLEATTING {N�T USED] 3.11 CLUSEO[iT ACTIVITIES [N�T U�ED] 3.12 PROTECTION [NOT IISED] 3.13 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END OF SECTION CITY OF F�RT WORTH Nor71z 7'arru�l Express Segmenl3C STANDARD CONSTitUCTIpN SPECIFICATION QOCUMENTS Utifily Assembly 35W-U-D517 Revised 1?eceui6e�� 20, 2012 33 OS 30 - S LqCATION OF EXIST]NG UTILITIES Aage 5 of 5 Revision Log DATE NAME SUMIvIARY OF CHANG� Title- �xploratory Excavatian of UtiliEies changed to I.ocation of $xisting Utiliries 1.2 — Added Messurement of Payment for VacuUm Excavation 12/20/2012 D. Jahnson 1.3 — Added De�nitions 3.4 — Added requirements far Vacuu�n Excavation C1TY OF FpRT WORTH Nor1h Tarrant Express Segment 3C STANDARI] C�Nfi'I'Rl1CTIQN SPECIFICATIOIV DDCUMENTS UtililyAssembly 354Y-U-0517 Revised December 20, 2D 12 331105-1 BOI.7'S, NUTS, AND GASKETS Fage 1 of$ SECT�ON 33 i 1 0� BOLTS, NL]TS, AND GASKETS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. All nuts, boits and gaskets associated witla pressurized Water utility iines including: a. T-Solts and Nuts b. Flange Bolts and Nuts c. Threaded Rods d. Push-on Gaskets e. Mechanical Joint Gaskets i, Flange Gaskets g. Flange Isolation Kits h. Petralatum Tape Systems B. Deviations �rom this City of Rort Worth Standard Specification 1. None. C. Rslated Specification Sections includ�, but are not nece�sarily limited to: 1. Division 0— Bidding Requirernents, Contraet Forms, and Conditions of the Contract 2. Division 1-- General Requirements 3. Section. 33 p4 10 — Joint Bonding and Electrical Isolation 4. Section 33 1 i 10 — Ductile Iron Pipe 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Hydrocarbon Resistant Gaskets a, Measurement 1) Measurement for this Itern sha11 be by lump sum. b. Payment 1) The work perf'ormed and the materials furnished in accordance with this Item shall be paid for at the lump surn price bid for all "Hydrocarbon Resistant Gaskets". 2. All Other Items a. Measurem�ent 1) The Items in this Section are considered subsidiary ta the Item heing installed. b. Yayment 1} The wark performed and materials fiunished iu accordancs with this Item are subsidiary to th� unit price bid for Yhe Item being installed and no other campensation will be allowed. GI7'Y 4F F'ORT WORTH Nor!!� Tarrant E�press Segirrerat 3C STANDARD CONSTRUCiION SPEC�ICATIQ]V �QCiTMENTS U1ilidy Assernbly 3SW-U-0317 Revised Decemher 2U, 2012 33 ii as-z BOLT5, NUTS, AND GA3KETS Page 2 of 8 1.3 REFERENCES A. Re%renca Standards 1. Reference standards cited in this sgeciiicatian refer to the current reference sta�ndard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Ame�ican Iron and Steel Institute (AISI). 3. American Society of'Meehanical Enginears (ASME): a. PCC-1-2012 Guidelines for Pressure Boundary Bolted Flange Joint As�emhly. 4. American Society of Testing and Materials (ASTM): a. A193, Standard Specificaiian for .A.11oy-Steel and Stainless Steel Bolting for High Ternperature or High Pressure Service and Other S�ecial Purpose Applications. b. A194, Standard Speci�ication for Carbon and AIloy Steel Nuts %r Bolts far High Pressure ar High Temperature Service, ar Both. c. A2�i2, Standard Specification for High-Strength Low-Alloy Carbon Stz-uctural Steel d. B117, Salt Spray Testing e. F436, Standard Specification for Hardened Steel Washers 5. Amer�can Water Works Asaociation (AWWA}: a. C111IA21.11, lZubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. b, C207, Steel Pipe k'langes for Waterworks Sezvice — Sizes 4 In. Thraugh 144 In. {100 rnm Tk�raugh 3,600 mm). c, Cb00, Installation of Ductile-Iran Mains and Their Appurtenances. d. M 11, Stee1 Pipe. e. M41, Ductile-Iron Pip� and Fittings. 6. Fastener Quality Act (FQA) a. Public Law 106-34 (I'.L. 106-34) 7. NSF Intarnational (NSF): a. 61, Drinking �ater System Components - Health Effects. $. Society for Protective Caating (SSPC) 5urFace Preparation Standards (5P); a. SP2, Hand Toal Cleataing b. SP3, Fower Toal Cleaning 1.4 ADMINISTRATIVE REQiTIREMENTS [NQT USED] 1.� SiJBMITTALS A. Subrnittals shall be in accordance with Section OI 33 �0. B. AlI submittals shall he approved by the City prior to delivery and/or fabrieatian for specials. l.b ACTION SUBMITTALS / INFDRMATIONAL SUBMTI'TALS A, Product Data 1. Bolts and nuts for mechanical and ar flange jaints CITY QF FOAT WORTH Narlli 7arrani Fatpress Segmenf 3C STAIVBARD CONSTRUCTION SPECIFICATIQN DOCUMENTS Utility Assembly 35YY-U-Q517 Revised I]eceinber 24, 2D 12 33 i 1 DS - 3 BOLTS, NUTS, AND GASKETS Page 3 of 8 2. Gaskets B. Certificates 1. Furiush an affidavit certifying that a�l fasteners, excluding T-Bolts, shall canfbrm to the Fastener Quality Act (FQA) (P.L. 106-34). 2. Furnish an affidavit certifying that the �ylan Coating is z�anufactured by Whitford Corporation, or a Whitford Corporation certified Applicator. 1.7 CLOSEOUT SLTBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSMITTALS �N�T USED] 19 QUALI'I'Y ASSURANCE A. Qualifications 1. Manufacturers a. Fastener manufacturing operations (bolts, nuts, gaskets and coatings) shall be perfozmed under the contrvl oFthe manuiacturer. b. All gaskets shalI meet or exceed the latest revisions NSF 61 and shall meet or exceed ihe requirements ofthis Speci�cation, B. Preconstructian Testing 1. The City may, at its own cost, subject random fittings for desfiructive testing by an independent laboratory for com.p�iance with this Specification. a. The compliance test shall be performed in the United States. b. Any visible defeets or failure to meet t�e quality standards herein will bc: g�ounds for rejeciing the er�tire order. 1.10 DELNERY, �TORAGE, AND HANDLING A. Storage and Handling Requirements 1. Secuz-e and maintain a location to store thc; material in accordance with Section O1 6b ao. 1.11 FIELD [SITE] CONDITIONS [NOT LTSEDj 1.12 V�'.ARRANTY fNOT USEDJ PART a - PRODUCTS 21 OWNER-FURNISHED [oa] OWNER-SUPPLIED PRODUCTS �NOT U5ED] �.2 EQT]IP1t1IENT, PRODUCT TYPES AND MATERiA.I.S A. Manufacturers 1. Only the manufacturers as listed an the City's Standard Prodttcts List will be eonsidered as shown in Section 01 60 00. a. The manufacturer musi comply with this Specification and related Sections. 2. Any product thaf is not listed on the Standard Products List is considered a substitution and sha11 be submitted in accardance vc+ith Section O1 25 00. C1TY OF FORT WORTH Nortlt ?'nrr•arrt Express SegmeiTi 3C STANDARD CONSTRUCTION SPECIFICAi'ION DOCUMENTS Uttlily,4ssembly 35W-U-U517 Revised Decembcr 20, 2D12 331105-4 BOLTS, NUTS, AND GASIC�"1'S Page 4 of 8 B. Regulatory Requirements 1. All fasteners, excluding T-Bolts, slaall conform to the �'astener Qual�ty Act (FQA) {P,L. 10�-34}. All fasteners shaIl maet the marking requirements set forth by this Act. C. T-Bolts and Nuts 1. Standard Xylan Coated T-bolt and Nut a. High strength, corrosion-resistant, lvw-carbon weathering steel in accordance with AWWA/.ANSI C111/A21.11 and ASTM A242 b, Xyla� Caating in accardance witlz this Section 2, Stainless Steel T-bolt with Xylan C.oated Stainless �teel Nut a, Staiz�less Steel T-bolt and Nut in accordance with AISI 304. b. Coat nut with Xylan in aceordance with this Section. D, �lange Bolts and Nuts 1. S�ainless Steel Bolt and Xylan Coated Nut a. Meet requirernents of AW WA C2�07 b. Bolts: ASTM A193, Grade B8, Class 1{AISI 304 StainIess Steel, carbide salution treated) c. Nuts and Washers: ASTM A194, Grade 8 Nuts with AI�I 304 Stainless Steel Washers 1} Coat nut with Xylan in accordance with this Sectzon. E. Threaded Rads 1. Meet requirements of AWWA C207 2. Rods; ASTM A193, Grad� B8, Class 1{AISI 304 �tainless St�el, carbide solution treated) 3. Nuts and Washers: ASTM A194, Grade 8 Nuts with AISI 304 Stainless �teel Washers a. Coat nut with Xylan in accordance with tlais S�etion. F. Push-on Gask�ets l. Conforming to th� physiaal and marking requixements sp�cified in ANSUAWWA C111/A21.11. 2. All gaskets shall meet or exceed the latest ravisions NSF bl. 3. Rubber gaskets shall be made ot'vulcanized styrene butadiene rubber SBR, unless otherwise specified in Dz•awings. 4. Gaskets shall be free from porauts areas, foreign material and other deFacts that make them unfit for intended use. 5. Gaskets sha�l be the �ize and shape required to pravide an adequate compressive foxce against the plain end and socket a$er as.sembly to affect a positive seal under all combinations af joint and gasket talerances. G. Mechanical Joint Gaskets 1, Conforming ta the physzcal and marking requirements speci�ed in ANSUAWWA C111/A21,1�. 2. All gaskeis shall meet ar exceed the latest re�isians NSF 61. CITY OF FORT WORTH Nw•tli Tar•1•anf Lap��ess Segment 3C STAI�IDARD CO�STRUCTION SPECIFICATION DOCUMEirlTS Utility Assembly 35W-U-0517 Re�ised �ecember 2fl, 2012 331105-5 �(}LTS, NUTS, AND GASKETS Page 5 af 8 3. Rubber gaskets shall be made of vulcanized styrene butadiene rubber SBR, unless otherwise specified in Drawings. 4. Gaskets shall be free from porous areas, fareign material a�ad other defects that make fhem unfit for intended use. H. Flauge Gaskets 1. Class E Flanges a. Full face c. d. e. f. g� h. b. Manufactured true ko shape from minimum $0 durometer SBR rubber stock of a thickness nat Iess than 1/8 snch Virgin siack Conforming to ihe physical and test requirements specified in AWWA/ANSI C111/A21.11 All. gaskets shall meet or exceed the latest xevisions NSF 61. Finished gaskets sha11 have holes punched by the manufacturer and shall tnatch the flange pattern in every respect. Frayed cut edges. are not acceptable. Field cut sheet gaskets are not acceptable. I. Hydrocarban Resistant Gaskets Furnish Viton� (Fluorocarbon) Rubber, hydrflcarban resistant gaskets, whez� requir�d. J. Flange Isolatio�a Kits 1. Flanges which are requized by the Drawings io be Isalation Flanges shall conform to Section 33 04 10. 2. For bolts used with isolation sleeves per Section 33 04 10, threading rnus� extend to bolt head with no grip to ensure sleeves fit properly. K. Petrolatuxn Tape System 1. Petrolatum Tape Prirner: Densn Paste, or approved equal 2. Malding and �iller rnastie: Densyl Mastic, or approved equal 3. All Purpose Petrolatum Tape: Densyl Tape, or approved equal L. Xylan Coating a. h. c. cI. e. f. Coat nuts and bolts with a cerarnic-filled, baked on fluorocarhon resin, w�en required. C.oated nuts anci bo]ts slzall be prepared "near white" or "white" when coated to the cnating manufacturei°'s recommended thickness by a eertified applicator. Coating shall be of Xylan as manufactured by VVhitfard Corporation and applied by Whitford Corporation or Whitford Carporation Recommended Coater. Coating shall be free from holidays and defects. Coating thickness shall between 0.0007-inches and OA012-inehes and shall be such that the nut turns freeiy an the bolt. Coating shall confonn ta the performance requirements of ASTM B 117, "Salt Spray Test" and shall include, if rec�uired, a certificate of conformance. Gl7'Y OF FpRT WORTH North Tarranl L'apress Segment 3C STANDARD CONSTRUCTION SPECIF'1CATIQN DOCIIMENTS Utiliry,4sse�nbly 35W-U-OS17 Revised Decemher 24, 2012 331I05-[ BOLTS, NLiTS, AND GASKETS Page 6 of 8 2.3 ACCE�SOR.IES [NOT I]SED] 2,4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT ITSED] 3.�, EX�MINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Mechanical Jaints 1. Assemble mechanical joints in accordance vvith ANSUAWWA C111/A21.11 Appendix A, AWWA C600 and AWWA Manual M41. 2. Use Stazidard Xylan Coated T-bolts and Nuts. a. Stainless Steel T-bolts with Xylan Coate�l Stainless Steel Nuts shall only be used when specifically required in the Drawings. B. Flanged Joints 1. Ins�all in aacordance with ASME PCC-1-2012, 2. Use Stainless Steel Bolts aand Xylan Coated Nuts. �rap all buried steel flan�es for AWWA CZ00, C3Q1 ar C303 pipe vvith Petrolatuzn Tape Syste:rn. a. Ifonly 1 flang� in a joint is steel {AWV�A C20Q, C301, or C303), petralatum tape wrapping will be required. b, If a joint is made between two duciile iron flanges, the joint should be polyethylene encased in accordance with Section 33 11 10. 4. Flange bolts are nortnally spac�d evenly araund the fiazzge. 5. During assembly, tighten nuts gradually and equally usizag a three-pass method in accardan.ce vvith ASME PCC-1-2012. a. Far the first pass, tighten the nuts to 50 percent at diametrically opposite sides to prevent misalignment a�d to ensure that all bolts carry equal loacis. b, Far the second pass, tighten thc; nuts ta l Ot} percent again in� a diametrically c. d, opposite pattern. Allow a min�muxn of 1 hour to pass to pro�ide time far settlement between bolts and nuts and gask�t relaxation. Cozx�.plete the thirdpass by checking each bolt in a clnckwise pattern. Each nut should be tightened until it will no longer turn, This step compensates for elastic interaction and brings aIl bolts into parity. b. The ihreads of the bolts should protrude a minimum of %2-inch from the nuts. C. Flanged Joints with Isolation Kit 1. Flange Isolation Kits sha1l be installed in accordance with 5ectioz� 33 04 �0. 2. City will verify Isolation in aeeordance with Sectian 33 04 10. CITY DF FORT WORTH North Tarraht Eapress �egmenl 3C STAAiIIARD CONSTRUCTION SPHCIFiCATION DOCUMENTS Ulilrry �lssernbly 35YV-U-0517 Revised De�emher 20, 2Q 12 3311OS-7 BOLTS, NUTS, ANIJ GASKEI'S Page 7 of 8 D. Threaded Rod 1. Install as part of joint harness assembly in accordan.ce witk� AWWA Manual M11. 2. Space rods evenly around the pipe. 3. During assembly, tighten nuts gradually and eq�ally using a three-pass methad in accordance with ASME PCC-1-2012. a. �or the %rst pass, tigt�ten t�e nuts to 50 percent at diametrically opposite sides to prevent misalignment and to ensure that all bolts earzy equal loads. b. Far the second pass, tighten the nuts to 100 perc�nt a�ain in a diametrically oppasite pattern. 4. The threads of the bolts should protrude a m�inimum of'/z-inch from the nuts. 5. Wrap joint harness assembly v�ith Petrolatum Tape System. E. Petrolatuzr� Tape System 1. Surfaces should be free fro�n dirt, loose rust, scale or flaking coatings. a. CIean surfaces in accordance with SSPC SP2 or SSPC SP3. 1) High pressure wash af 3,Oa0 to 7,000 psi is also suitahle. b. Suriaces may be damp but shall not have droplets or continuous film of water. 2. Apply a�niform, thin coat of Petrolatum Tape Prinner to the entire surface by stiff brush, gloved hand or rag at normal amhient temperatures. 3, By hand appIication, apply Molding and Filler Mastic ta a rounded configuration to iall irr�gular shapcs and reduce sla�arp-edged surfaces. 4. Spiral�y wrap All Purpose Pefxolatum Tape with a minimum overlap vf 1 inch. a. For severely corrosive environznents, an averlap of 55 percent is recommended. b. Press air pockets out and smooth all lap seams. 5. For additional mechanical protection, overwrap may be applied ko increase impac# strength and electrical resistar�ce. 3.� REPAIR / RESTORATION [NOT iTSED] 3.6 RE-INSTALLATION [NOT USED] 3.9 FIELD [oe] SITE QUALITY GONTR�L [NOT IISED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTNITIES [NOT USED] 3.12 PR�TECTION [NOT USED] 3.13 MAINTEN�NCE [NOT USED] 3.14 ATTACIIMENTS [NOT USED� END OF SECTION G17`Y QF FORT WORTF3 North Tarrant Eapr•ess �eg�nenf 3C STANDARD CONSTKUCTI03V SPECIF'1CATION BOCifMENTS Ulility Assembly 35W-U-0517 Revised Decembar 20, 2012 331I05-8 BOLTS, NUTS, AND GASTC�TS Page 8 nf 8 Revision Log DATE NAME STIMMARY OF CHANGE C13`I' OF FOR'F VJQRTH Not•11t Tarran! �.xpress 5egment 3C STANDARD CONSTRUCTION SPECIPICATION DpCUMENTS Utrlity Assembly 35W-U-0517 Revised December 2Q, 2012 331E 10-I DUCTILE IRQiY PIPE Page 1 af 13 I _� 1 2 3 PART1- GENERAL 4 11 SUNIMARY sECT�orr �3 ii io DUCTILE IltON PIPE 5 A. Sectian Includes: 6 I. Ductile Iron Pipe 3-inch ihrough 64-inch for potable water, wastewater and reuse 7 applications 8 B. Deviations from this City af Fort'VVarth Standard Specification 9 1. None. l0 I 11 12 I 13 14 1S 16 17 18 l9 C. Related Specification Section�s include, but are not necessarily limited to: � � - ._.. ... � . _- . S_ Divisiar� 1- General Requirements `--„-�,..�,�� _ � --- --- - .--=++ _ .�-,._.. ..� Section 33 04 10 - Joint Bonding and Electxical Isolation Sectian 33 04 40 - Cleaning and Acceptance Testing af Watex Mai�s Section 33 OS ld - Utility Trench Excavation, Embedment and Backfill Section 33 OS 24 - Installation af Carrier Pipe in Casing or Tunne� Liner Plate Section 33 11 OS - Balts, Nuts, and Gaskets -- Section 33 11 1�- Ductile Iron Fittings 20 1.2 PRICE AND PAYMENT PRDCEDURES 21 22 23 24 25 26 27 28 24 30 31 32 33 34 35 3b 37 38 39 40 A. Measurement and Payrnent 1. Ductile Iron Pipe a. Measurement 1) Measured horizonfally along the surface from center Iine to center l�e of the fitting, manhole, ox appurtenance b. Payment 1) The work perform�d anci rnaterials furnished in accordance with tlus Item and measured as provided under "Measurement" will be paid for at t11e unit price bid per linear foot for "DIP" insfalled for: a) Variaus sizes b) Various types of backfill c) Various iinings � d) Various Depths, for miscellaneoas sewer praj ects only e) Various restraints f} Various uses e. The price bid sha11 include: 1) �urnishitag and installing Ductile Iron Pipa with joints as speci£�ied by the Drawings 2} Mohilization 3) Polyethylene encasenlent CFTX OF FORT WORTH STANBARD CaNSTRiICT10N SPECIFiCATION dOCUMHirfTS Revised Aprii 20, 2021 NorH� Tarr•ant Eapress Segme�l3C Ulilely Assernbly 3SW-U-l1S 17 331110-2 DUCTILB IRON PIPE Page 2 of E 3 1 2 3 4 5 6 7 8 9 IO 11 rz I3 14 rs 4} Lzning 5) Pavement removal 6} Excavation 7) Hauling 8} Disposal of excess material 9} k'urni�hin�, placement and campaction of ezaabedment lfl) �'urnishing, �lacement and compactian of backfill 11 j Trench water staps 12) Thrust restraant, if'req�ired in Cantract Documents 13) Bolts and nuts 14) Gaskets 15) Clean-up 1 bj Cleaning 17) D.isinfectian 18) Testing 16 1.3 REFERENC`ES 17 A. Definitions 18 1. Gland ar Follower Gland 19 a. Non-restrained, mechanicai joint fitting 20 21 22 23 24 25 26 z� 28 29 30 31 32 33 34 35 36 37 38 34 40 41 �42 43 44 45 46 2. Retainer Gland a. Mecharucally restrained mechanical jaint iitting B. Referenee Standards 2. 3. 4 Reference standards cited in thzs Specificatio� refer to the current reference standard published at the time of the latest revision date logged at th� end af this Specification, unless a date is specifically cited. American Association o� State Highway and Transportation Officials {AASHTO}. American Saciety of Mechanical Engineers (ASME}: a. B16.1, C7ray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250}. ASTIVI International (ASTM): a. A193, Standard Speciiication for Allay-SteeI and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpnse Applica�ions b. A194, Speci�cation fnr Carbon and Alloy Steel Nuts for Bolts for High Pressur� or High Temperature Sezvice, or Boih c. A242, Standard Speciiication for High-Strength Low-Alloy Structural Stee1. d, A307, Standard �peci�icatian for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. e. A57�4, Standard Practice for Pnlyethylene Encasement f�r Ductil0 Iron Pipe for Water or Other Liquids. £ B117, Staz�dard Practice for Operating �alt Spray (Fog) Apparatus. g. B633, Standard Specificatior� farr Electrodeposited Coatings of Zinc an Iron and Steel. 5. American Water Woxks Association (AWWA}: a. C2�3, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tapa - Hot Applied. b. C6Q0, Installation of Ductile-Iron Water Mains aztd their Appurtenances. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFIGATION DOCUMENTS Revised Apii120, 2a21 Nortl� Tarranl Express Segment 3C Ulility,4ssembly .35W-U-0517 3311 i0-3 bUCTii,E IRON P1PE Page 3 af 13 1 2 3 �4 5 6 7 S 9 10 11 c. M41, Duatile-Iron Pipe and Fittings. S. Ameri.can Water Wnrks AssociataonlAmerican National Standards Instituie (AW WA/ANSI): a. Cl �J4lA2l .4, Cement Mortar Lining for Ductile-Iron Pipe and Fittings, b. C 105/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems. a C111.IA21.I 1, Rubher-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. d. C1151A21.15, Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron Threadec� Flanges. e. C1501A2I.50, Thickness Design of Duatile-Iron Pipe. £ C1511A21.51, Ductile-Iron Pipe, Centrifugally Cast, for Water. g. C600, Installation of Ductile-Iron Water Mains and f.}ieir Appurtenances I2 7. NSF International (NSF): 33 a. 61, Drinking Water System Companents - Health Effects. 14 $. Society for Protective Coatings {SSPC): 15 a. PA 2, Measurement of Dry Coating T'hickness with Magnetic Gages. 16 1.4 ADMINISTRATNE REQUIREI�IENTS [NOT USED] l7 1.� SUBMITTALS 18 A. Suhmittals shall be in accordance with Section O1 33 Oa. 19 B. All submittals shail be approved by the Ciiy prior to delivery and/or fabr�cation far 20 specials. 2I 1.6 ACTION SUSMITTALS 1 INFORMATTONAL SLTBMITTALS 22 23 24 25 2b 2'i 28 29 30 31 32 33 34 35 36 37 38 39 A. Product Data 1. J.aterior lining a. If it is ather tJaan cernent mortar lining in accordance with AWWAIANSI C104/A2L4, including: 1} Material 2) Application recammendatians 3) Fzeldtouch-up grocedures 2. Thrust Restraint a. Retainer glands, thrust harnesses or any other rneans 3. Gaskets a. If hydrocarbon or other special gaskets are required B. Shop Drawings — Furnisl� for D�ctile Iron Pipe used in the water distribution system or for a waster�ater force main for 24-inch and great�r diameters, ancluding: 1. Wall thickness design calcuiations sealed by a Licensed Frafessional Engineer in Texas including: a. Worlcing pressure b. Surge pr�ss�re e. D�flection 40 2. Provide thrust restrai�t calculations far all fittings and valves, sealed by a Licensed 41 Prrofessional Engineer in Texas, to verify the restraint lengths shown in the Drawings. 42 3. Lay schedule/drawing for 2�4-inch and greater diameters, sealed by a Licensed �3 Professionai Engineer in Texas including: CITY QP FORT WORT}3 NaYft Ta+raHl Express5`egmenl3C 5'I'ANDARD CONSTRUCTIpN SPECIFICATIDN DOCUA�EIYTS UtiFity Assembly 35W-t1-05I7 Revised April 20, 2U21 s3 ii ia-a DUCT[LE IRON PIPE Page 4 of 13 1 2 3 4 5 6 ? 8 9 10 11 a. Pipe class b. Joints type c. Fittings d. Statianing e. Transitions f, Joint defl�ciion C. Certificates 1. Furnish an affidavit certifying that all Ductile Iron Pip� meets the provisions of tlus Section, aach run of pipe furnished has met Specifications, a11 inspections have been made, and that all tests have been perFartned in accordance �ith AWWA/ANSI C1511,A�] .51. 12 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. i3 l.i CLQSEOUT Si1BMITTALS [NOT LISED] 14 1.8 MAINTENANCE MATERIAI� SUBNIITTALS [NOT USED] 15 L9 QLIALITY ASSCJRANCE 16 I7 18 19 20 2I 22 23 24 25 Zs 27 28 29 30 31 32 33 34 35 A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer. 1} Change orders, specials, and field changes may be provided by a different manufacturer upan Gity approvaI. b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed under the cnntrol of the manufacturer. c. Duetile Iron Pipe 1) Manufactured in accardance with AWWA/,ANSI C151/A21.51 a) Perform quality control tests and maintain results as outlined within standard to assure complianca. 2) Subjcct each gipe to a hyclrostatic test of nQt less than 500 psi for duratian of at least 10 seconds. B. Prenanstruc�ion Testing The City may, at its own cast, subjact random lengths of pipe for tasting by an ir�dependent laboratary for compliance witla this Specification. a. The compliance test sha11 be perfarmed in the L7nited States. b. Any visible def�ets or failure ta meet the quality standart�s herein. will be grounds for rejecting the entire nrder. 1.J 0 DELIVERY, STORAGE, ANI? HANDLING 36 A. Storage and HandIing Requirements 37 1. Ductile Iron Pipe shall be stored and handled in accordance with the guideiines as 38 stated in AWWA M41. 39 2. Secure ai�d maintain a loeation to store the material in accordance wiih Section O 1. 6b 40 00. C1TY OF FORT WORTH Norlia Tm•ranl Express Segmertt 3C STANDARA CQNSTRiTCTT�N SPECIFICATION DOCUMENTS UlilityAssembly 35GY-U-O$I7 Revised Apri120, 202 i 3s ii ta-s DUCTILE IRQN PII'E Page S of 13 1.11 FIELD [SITE] CONDITIOI�I'S [NOT USED] 2 1.12 WARR.ANTY [1�TOT LTSED] 3 PART 2 - PRODUCTS 4 �1 OWNER-FURNISHED [oR] OWNER-SiTPPLIED PRODUCT� [NOT USEDj 5 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 6 7 8 9 10 ll 12 13 14 15 lb 17 l8 19 20 21 A. Mannfacturers 1. Only the manufact�arers as listed in the City's Standard Produc.ts List will be considered as shown in Seetion O1 60 �a. a. Tb.e manufacturer must comply with this Specif�cation and related Sections. 2. Any product that is not listed Qn the Standard Products List is considered a substitution and shall be submitted in accordance with Section Q 1 25 00. B. Pipe 2. 3. 4. Pipe shall be in accordancc with AWVi�AIAN�I C111/A21.11, AWWA/ANSI C 1501A21.15, an.d AW WAIANST C 1511A21.51. All pipe shall meet the requirements of NSF 61. Pipe shall have a lay length of 18 feet or 20 feet except far special fittings or closure pieces and necessary to comply with the Drawings. As a minimum the follawing pxessures classes apply. The Drawings may specify a higher pressure elass or the pressure and deflection design criteria may also require a higher pressure class, but in na case should they be less than the following: Diametcr Min Pressure Class inches si 3 throu h 12 350 14 throu h 20 250 a� Zao 30 throu h 64 1 SO 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5, Pipe markings sha11 meet the minimum requirements ofAWWA/ANSI C151/A21.51. Minunum pipe markings s�aall �ae as follows: a. "DI" or "Ductile" shall be clearly labeled on each pipe h. Weight, pressure class and nominal thickness of each pipe c. Year and country pipe was cast d. Manufaciurer's mark 6. Pressure and Deflection Design a. Pipe design shall be based on trench conditions and design pressure class speciiied in the Draw�ings. b. Pipe shall be designed according to the methods indicated in AWWA/ANSI C 150/A21.50, AW WA/ANSI C 151/AZ l. S 1, and AW WA M41 for trench construction, using the follawing parameters: 1) Unit Weight of Fill (w) � 130 �cf 2} Live Load = AASHTO HS 20 CITY OF FDRT WQRT}3 STANDARD CQNS'�RUCTION 3PEClFICATIdN DOCUM�NTS Revised Apri12D, 2021 Norlh Turrun! Express 5egmer+l 3C Utllity Assembly 35W U-�517 3311 10-6 DUCTIL� IRRN PIPE Page b of 13 2 3 � 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3& 39 40 41 42 43 44 3} Trench Depth = 12 feet rninimum., or as indicated in Drawings 4} Bedding Conditions = Type 4 S} Working Pressure {Pw) = 150 psi 6) Surge Allowance (Pe} = J 00 psi 7) Design Internal Pressure (P;) = Pw �+ PS or 2:1 safety factor af the actual working pressure plus the aetual surge pressure, whichever is greater. a) Test Pressure � (1) No less than i.25 minimum times the stated working pressure (187 psi minimum) af tla�e pipeline measured at the highest el�vation alang the test section. (2) No less than 1.S tirnes the stated working pressure (225 psi minituum) at the lowest elevation of the test section. 8) Maximum Calculated Defl�etion {D,�) = 3 percent 9) Restrained Joint Safety Factor (Sf) = 15 pereent c. Trench depths shall be verified after existing utilities are Iocated. I) Vertical alignment changes requirt�d because af existing utility or other canflicts shall be accammodated by an appr�pria�e change in pipa design depth. 2) In no case shall pipe be installed deeper than its design allows. 7. Provisions for Thrust a, Thrust at bends, tees, plugs or other fittings shall be mechanically restrained jaints wk�en requir�d by the Drawings, b. Thrust af bends adjacent to casing pipe shall be restrained by mechanical means through casing and for a sufficient distance each side of casing. c. No thrust restraint contribuiion shall be allowed for the restrained Iength of pipe within the casing. d. Restrained joints, when required, shall be used %r a sufficienk distance from each side of the bend, tee, plug, val�e or other fittin.g to r�sist thrust which will be developed at the design pressure of tha pipe. For the purpose of thrust, the fo�lawing shall apply: 1) Valves shall be calculated as dead ends. 2) Design pressure shall be greater than the working pressure of the pipe or t�e internal pressure (P,) whichever is greater. 3) Restraiued joints shall consist of approved mechanical restrained orpush- on restrained joints as listed in the City's Standard Products List as shawn in Section O1 60 00. �. The Pipe Manufacturer shall verify the length of pipe wi�h restrained joints to resist thrust in aceordance with the Drawings, AWWA M41, and th� following: 1) The weight of earth {W�} shall be calculated as the vveight of the prfljected soil prism above the pipe, for unsaturated soil conditions, 2) Soil density = 130 pcf {maximum value to be used), for unsaturated �oi1 conditians 3) Zf indicated on the Drawings and the G�otechnicaI Barings that grounc� water is expected, account for re.duced soil density. 45 8. Jaints 46 a. Genaral — CompIy with A�WAIANSI C111/A21.11. �47 h. Push-On Joints 48 c. Mechanical Joinis 49 d. Push-4n Restxained Joints C1TY QF FORT WdRTH Nortli Tarrair[ Eapress Se.gmenf 3C STANDARD CONSTRUCTIQN SPECIFICATION DOCUMENTS Utiliry flssemb�y 35W-U-U517 Revised Apri12Q 2�21 33 I1 1Q-7 DUCTILE iIiON FIPE Page 7 oF 13 ] 1} Restraining R�sh-on joints by means of a special gasket 2 a) Only those products that are listed in Section O1 60 00 3 b) The working pressure rating of the restrained gasicet must exceed the 4 test pressure of the pipe line to be installed. 5 c) Appraved for use of restraining Ductile Yron Pipe in casing with a 6 carrier pipe of 4-inches to 12-inches 7 d) Otherwise oaaly appraved if specially listed on t�e Drawings 8 2� �'ush-on Restrained Joint bell and spigot 9 a} Only those products list in the standard products list wil� be allowed far 10 the size listed in the standard products list per Section 01 60 Q0. I 1 b} Pressure rating shalI exceed the working and test pressure of the pipe 12 line. 13 e. Flanged 7oints — AWWA/ANSI C115/A21.I5, ASME B16,1, Class 125 14 £ Flange boit circles and bolt holes shall match those of ASME B16.1, Class 125. 15 g. Field fabrieated flanges are prohibited. 16 9. Gaskets 17 a. Provide Gaskets in accordance with Seetion 33 11 O5. 18 10. Isolatian Flanges i9 a. Flanges required by th� dr�wings to be Isolation Flanges sha�l con%rm to 20 Section 33 04 1�. 21 l 1. Bolts and Nafs 22 a. Mechanical7oints 23 1} Provide bolts and nuts in accordance with Section 33 11 O5. 24 b. Flanged E�ds 25 1) Meet requirements of AWWA C115. 26 a) Provide bolts and nuts in accordance with Section 33 11 O5. 27 12. Flange Coaiings 28 a. Connections to Steel Flanges 29 1) Buried connectior�s with Steel Flanges shal� be coated with a Petrolatum 30 Tape System in accordance with Sec�ion 33 11 D5. 31 32 33 34 35 36 37 38 39 40 �4 S 42 43 ��F 45 46 47 48 13. Ductile Iron Pipe Exterior Co.atings a. All ductile iron shall have an asphaltic caating, minimum af 1 mil thick, fln tbe pipe exterior, uniess otherwise speciiied in the Contract Docurnents. 1 �. Polyethylene Encasement a. All buried Ductile Iron Pipe shall be polyethylene encased. b. Only manufaetur�rs listed in the City's Standa�•d Products List as shown in Secti.on 01 60 0� will be considered acceptable. c. Use only virgin polyethylene material. d. Encasement for buried pipe shall be S mil linear low density (LLD) polyethylene confor�ing to AW WAIANSI C 1051A21.5 or 4 mil lugh density cross-laminated {HDCL) pol.yethylene encaserrt�nt conforming to AWWAIANSI C105/A2I.5 and AST`M A674. e. Marking: At a minimum af every 2 feet along its length, the mark tl�e polyethylene film wzth the follow�ing iaaformation: 1) Manufacturer's name ortrademark 2) Year oi manufacturer 3) AWWA/ANSI C1�S/A21.5 4) Minimum filtn thickness and. material type CITY OF FOItT WORTH STANDARD CONSTRUCTION SPECIF'ICA'I'IQN DOCIIMENT5 Revised Apri] 20, 2021 Narih Tarrant Express Segmenf 3C Utilily,4ssembly 35W-U-OS17 331110-8 DUCTILE IRON PiPE Page 8 of 13 1 5} Applicable range of nominal diameter sizes 2 6} Warning — Corrosion Pratection — Repair Any Damage 3 £ Special Markings/Coiors 4 1} Reclaimed Vi�ater, perfarm one oithe following: 5 a} Label polyethylene encasement with "RECLAIMED WATER", 6 b) Provide purple polyethylene in accordance with the American Puhlic 7 Works Associatian Unifarm Calor Code; or 8 c} Attach puzple reclaimed water marker tape to the polyethylene wrap. 9 2) Wastewater, perform one of the following: 10 a} Labe1 pol�ethylene encasement with "WASTEWATER"; 11 bj Provic�e green polyethylene in accordance with the American. Public 12 Warics Association Uniform Color Code; or 13 c} Attach green sanitary sewer marker tape to fihe polye�laylene wrap, 14 g. Minimum widths 15 lb 17 18 19 20 21 22 Z3 24 25 Pol eth lene Tube and S�eet Sizes for Push-On Joint Pi e Nnminal Pipe Diameter Min. Width — Flat Tube Man. Width — Sheet (inches} (inches) (inches) 3 14 28 4 14 2$ G 1b 32 8 20 40 10 24 48 12 27 54 14 30 b0 16 34 68 18 37 74 20 �l 82 24 54 108 30 67 13� 36 81 162 42 81 162 48 95 194 54 108 216 6� 108 216 64 121 242 15. Duetile IrQn Pipe Interior Lining a. Cement Mortar Lining 1) Ductile Iron Pipe for potable water shaIl have a cement rnortar lining in accordance with AWWA/ANSI CI041A21.Q4 and be acceptabl� acenrding to NSF 61. b. Ceramic Epoxy or Epoxy Li�ings 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a Ceramic Epoxy ar Epoxy lining as designated in the City's Standard Products List as shown in Section O1 60 00. 2) Apply lining at a minimum of 40 mils DFT. CITY OF FpRT WQIiTH North Tarranl E'apress Segmenf 3C STANDARD CONSTRUC�IpN SPEGIFICATIO?,! DOCI]MENTS UtilityAssemb/y 3SW-U-0517 Revised April 20, 2021 33 11 10 - 9 I7UCTILE IRO]V FiPE Page 9 of 13 1 2 3 4 S 6 7 S 9 10 11 12 13 14 15 ]6 17 18 19 20 21 �z 3) 4} 5} s� 7) 8) Due to the to}erances involved, the gasket area and spigat end up to 6 inches back fram the end of the spigot end must be coated with 6 mils nom.i.na1, 10 mils maximum using a Joini Compound as supplied hy the manufacturer. a) Apply the joi�nt campound by brush to ensure caverage. b) Care should be taken that the joint campnund is smooth without excess buildup in the gasket seat or on the spigot ends. c} Coat the gasket seat and spigot ends after the application of the lining. Surface preparation shall be in accardanae with the manufacturer's recammendations. Check t�ickness using a magnetic flm thickness gauge in accordanee with the method outlined in SSPC PA 2. Test the interior lining of aII pipe barrels for pinholes with a non- destruetive 2,500 volt test. a) Repaia� any defects priar to shipment. Mark each fitting vc�ith the date af application of the lining system along vc+ith its numerical sequence of application on that date and recare�s maintained by the applicator of his work. For all Duc�ile Iron Pipe in wastewater service where the pipe has been cut, coat the exposed surface with the touch-up material as recommended by the manufacturer. a) The t�uch-up mat�rial and the lining sha11 be of tb.e same man�afacturer, 23 2.3 ACCESSORIES [NOT USED] 24 2.4 S�URGE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECLTTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINAT�QN jNOT USED] 28 3.3 PREPARATI�N [NOT USED] 29 30 31 32 33 34 35 36 37 38 39 40 3.4 Ili1STALLATiON A. Generai 1, Install pipe, fittings, spec�als az�d appurtenances as specified herein, as specified in AWWA C500, AWWA 11rI41 and in accordance with the pipe manufaeturer's recommendations. 2. See Sectio� 33 11 11 for installation requirements far Ductile �ron Fittings. 3. Lay pipe to the lines and grades as indicated 'an the Drawings. 4. Excavate and backfill trenches in accordance with Section 33 OS 10, 5. Embed Ductile Iron Pipe in accordance with Section 33 OS 1 Q. 6. Far ins#allation of ca�rier pipe within casing, see Section 33 OS 24. B. Pipe Handling 1. Haul and distribute pipe and fittings at the proj�et site. C1TY OF PORT WVaRTH STANDARD CONSTRUCTION 3PECIFICATION DpCUMENTS Revised Apri120, 2021 Nor1h Tarranl Ekpress Segment 3C Uliliry Assen�bly 35W-U-0517 331110-kD DUCFfLE 1RON PIPE Page ]0 of 13 1 2. HandIe piping with car� to avoid damage. 2 a. Inspect each joint af pipe azzd reject or repair any dama�ed pipe prior to 3 low�ring into the trench. � b. Da not handle the pipe in such a way that wilt damage the inter�or lining. 5 c. Use only nylon ropes, slings ar other lifting devices that will not damage the b surface of the pipe for handling the pipe. 7 3. At the close of each operatzng day: S a. Keep the pipe clean and free af debris, dirt, ani.rm�als and trash — during and after 9 t�ie laying operation. 10 b. Effectively seal the open end oithe pipe using a gasketed night cap, 11 C. Joint Making 12 1. Mechanieal Joints 13 a, Balt the followex ring into compression against the gaskei with the bolts 14 tighiened down evenly th�n cross tarqued in accordanca with AWWA C60U. 15 b. D�erstressing of bolts to compensate for poor installation practice will not be 16 permitted. 17 18 19 2� 21 22 23 24 2. Push-on Joints a. Install Push-on joints as defin�d in AWWAIANSI C111/A21.11, b, Wipe clean the gasket seat inside the bell a�' all extraneous matter, c. Place the gasket in �he bell in the position prescribed by the manufacturer. d. Apply a thin film of nan-ka�cic �ege#able soap lubricant to the inside of the gasket and the outside of the spigot prior to entering the spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut and scarf ta canform to AWWA C600. 25 3. Flanged Joints 26 a. Use ereetian balts atad drift pins to make flanged connections. 27 1) D� not use undue force or res#raint on the ends of the fittings. 28 2) Apply even and unif�rm pressure to the gasket. 29 b, The fitting must be free to mo�e in any direction while bolting. 30 1) Install flange bolts with all bol� heads faced in one direction. 31 32 33 34 35 36 37 38 39 A. ]oint Deflection a. Deflect khe pipe only when necessary to avoid obstructions or to meet fihe lines and gradas and shawn in the Drawings. b. The deflection of each joint must be in accordance with AWWA Cfi00 Table 3. c. The maxirnum deflection allowed is 50 percent of that indicated in AWWA Cb00. d. The manufacturer's recommendation may be used with tlie approval oithe Engineer. D. Polyethylene Encasement Installation 4a 1. Prepara�ion 41 a. Rernove alI Iumps of clay, mud, cinders, ete., on pipe surface priar to 42 installation of polyethylene encasement. 43 1 j Pravent soil or embedment material from �ecaming trapped between pipe �F�F and polyethylene. 45 l�. Fit polyethylene film to coniaur af pipe to affect a snug, but not tight encase 46 with zx��a.um space between poly�thylene and pipe. CITY OF FOR7' WORTH NortH Tirrranf Express Segment 3C STANDARD CO3�iSTRUCTION 3PECIFICATION DOCUMEN"I`S Utility �lssembly 35['� U-0517 Revised Apri120, 2Q21 33 E110-I1 DUCTIL� IRON PiPE Page 11 af 13 1 1} Provide sufficient slack in cantouring to prevent stretching polyethylene 2 where it bridges irregular surfaces suck� as bell-spigot interfaces, bolted 3 joints or fittings and to prevent damage io polyethylene due to baekfilling 4 aperations, 5 2) Secure overlaps and ends with adhesive tape and ho�d. 6 c. �or installations below water tahle and/ar in areas subject to tidal actions, sea! 7 both ends of polyethy3ene tube with adhesive tape at joint overlap. 8 2. Tubular Type {Method A) 9 a. Cut polyethylene tabe to lengtb approximately 2 feet longer than pipe section. 10 b. Slip t�be around pipe, centering it to �rovide 1-foat overlap on each adjacent 3 l pipe section and bunching it accardion-fashion lengthwise until it clears pipe 12 ends. 13 c. Lower pipe into trench as�d make up pipe j oint with preceding section of pipe. 14 d. Make shaliow bell hale at jnints to facilitate instaIIation of polyethylene tube. 15 e. After assembling pip� joint, make overlap of polyethylene tube, pull buncl�ed 16 polyethylene fram preceding length of pipe, slip it over end of the new lengih 17 of pipe and wrap tzntil it overlaps joint at end of precading lengtla of pipe. 18 £ Secure nverlap in place. I 4 g. Take up slacic width at top of pipe to make a snug, bat not tight, fit along banrel 26 of pipe, s�curing fold at quarter points. 21 h. Repair cuts, tears, punctures or other damage ta polyethylene, 22 i. Proceed with installatian of �ext pipe in same manner. 23 3. Tuhular Type (Methad B) 24 a. Cut palyethylene tube to length approxirnately 1 foot shorter than pipe section. 25 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 26 c. Take up slack width at top af pipe to make a snug, but not tight, fit along barx-el 27 af pipe, securing fold at quarter paints; secure ends. 28 d. Before making up joint, slip 3-foot lengt�i of polyethylene tube over end of 29 pmceeding pipe section, launehing it aecordion-fasluon lengthwise. 30 e. Afier completing jaint, pull 3-foot Iength af polyathylene over joint, 31 overlapping polyethylene previously i.nstalled on each adjacent section of pipe 32 by at least 1 foot; make each end snug and secure. 33 3�4 3S 36 37 38 39 40 41 42 43 44 45 4fi 47 4. Sheet Type a. Cut polyethylene sneet to a length approximately 2�eet langer than piece section. b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching it unfil it clears the pipe ends. c. Wrap polyethyl�ne around pipe sa that it circumferer�tially overlaps tdp quadrant of pipe. d. S�cure cut edge of po�yethylene sheet at intervals of apprvximately 3 feet. e. Lower wrapped pipe into trench and make up pipe joint with preceding section of pipe. £ Make shallow bell hole at joints to facilitate installatian of polyethylene. g. After completing joint, make overlap and secure ends. h. Repaix cuts, tears, punciures or other darnaga to polyethylene. i. Proceed with installation af next sectioz� af pipe in same manner. 5. Pipe-Shapad Appurtenances CITY OF FORT WORTH STANDARI] CONSTRUCTiON SPEC[FICATIOT] DOCUMENTS Revised Apri120, 2D21 Norlh Tarranl &tpress Segment 3C Utrlrry Assembly 3SW-U-0517 3311 ID-12 Di1CTILE I120N P1PE Page l2 of 13 1 2 3 4 5 6 7 8 4 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 : F`� a. Cover bends, reducers, offse�s az�d oti�er pipe-shaped appurtenances with polyethylene in same manner as pipe and fittings. 6. Qdd-Shaped Appurtenances a. When it is not practical to wrap valves, tees, crasses, and other odd-shaped pieces in tube, wrap with flat sheet or split length polyethylene tube by passin� sheet under appurtenances and bringing it up around body. b. Make seams by bringing edges together, folding over twice and taping down, c. Tape polyethylene securely in place at the val�e stem and ai any other penetrations. 7. Repa�rs a. Repair any cuts, tears, punctures or damage to polyethyiene with arlhesive tape or wiih short lengih of polyethylene sheet or cut apen tube, wrapped arnund �itti.�g to cover damagcd area and secured in place. Openings in Encasement a. Pravid� openings for branches, service taps, blaw-offs, air valves and sunilar appurtenances by nnaking an X-shaped cut in poiyethylene and temporarily folding bac�C €'ilm. b. Af�er agpurtenance is in�talled, ta�e slack securely to appurtenance an.d repair cut, as well as other damaged area in polyethylene with tape. c. Service taps may also be made directly �Ytrough polyethylen.e, with any resulting damaged areas beiz�g repaired as described ahove. Junctions between Wrapped and Unwrapped Pipe: a. Where polya�hylene-wrapped pipe joins an adjacent pipe that is nat wxapped, extend polyethylene wrap ta caver adjacent pipe for distance of at least 3 feet. b. Secure end with circumferential turns of tape, c. Wrap service line� o.f dissimilar metals with polyethylene or suitable dielectz�ic tape for minimum clear distance o� 3 feet away from Cast or Duciile Iron Pipe. 28 3.� REPAIR/RESTORATION 29 30 31 32 33 34 35 36 37 38 39 1. Excessive field-patchi.ng is not permitted of iining or coating. 2. Patching of lin.ing or coafing �vill be allo�ed rvhere area to be repaired does not exceed 100 square inches and has na dimensions greater than 12 inches. 3. In general, there shall not lae more than 1 patch on either the lining or the eoating of any 1 joint of pipe. 4. Wh�rever necessary to patch tlae pipe: a. Make paich with cemen� mortar as previously specified for interiar joints, b. Do not install patclaed pipe until th� patch has been properly and adequately cured and approved for laying by tl�e City. 5. Promptly rexnove rejee#ed pipe from the site. 40 3.6 RE�INSTALLATION [NOT USED] 41 3.'� FLELD [oR] SITE QUALITY CONTROL 42 A. Potable Water Mains 43 1. Cleaning, disinfection., hydrostatic testing and bacteriological testing of watar mains A. Patching C1TY pF FORT WORTH STANDARD COI�fSTRUGTION SPECIFICAT]DN DOCUMENTS Revised Ap�7] 20, 2Q21 North Tarrant Express Segrnent 3C lJlfHty Rsse,nbly 35FY-U-0517 331111-1 DUCTI�.E IRON FCCI`II�[GS Page I of l3 t � i y � 1 2 3 PART 1- GENERAI. SECTION 33 11 11 DUCTTLE IRON FITTING S 4 1.1 SiJMMARY 5 A. Sectzan �Zacludes: 6 1. Ductile Iron Fittings 3-inch through 64-inch far patable water, wastewater, and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chlaride (PVC) Pipe 8 2, All rnechanical joint fittings shall be mechanicaliy restrained using restrained 9 wedge type retainer glands. 10 11 12 13 i4 15 16 17 is 19 20 B. Deviations frozxz this City of Fort Worth 5tandard Specification 1, None. C. Related Specification Sections include, but are not necessa�rily limited to: � :' Divisinn 1— General Requa�ements Section 03 30 00 — Cast-in-Place Concrete �� Section 33 04 10 — Joint Bonding and Eleetrical Isolation ' Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains Section 33 O5 10 — Utility Trench Excavation, Embedment and Backfill . Section 33 11 OS — Bolts, Nuts, and Gaskets 21 1.2 PRICE AND PAYMENT PROCEDURES 22 23 24 25 26 27 28 29 �a 31 32 33 34 35 36 37 38 39 �}4 41 A. Measure3nent and Payment 1. Ductile Iron Waier Fittings with Restraint a. Measurement I) Shall be per ton of fittings supplied 2} Fittings weights are the surn of the various types of fittings multiplied by the wc;ight per fittiuug as listed in AWWAIANSI C153/A21.53. 3) The fitting weights listed iu AWW�-1LANSI C11Q/A21.10 are only allowed for specials where an AWWAJANSI G1531A21.53 is not available, or if the Drawings speci�caZly call for an AWWAIANSI C11Q/A21.10 fittings. 4) Ifthe Contractor chooses to supply AWW.AJAN�T C11�IA21.10 (full hody) Ductile Iran Fittings in lieu of AWWAIANSI C1 S31A21.53 {cornpact} Ductile Iron Fittings at his convenience, then the weight shall be measured in accordance wit� AWWA/ANSI C1S3/A21.53. b. Payxnent 1} The wark perfor�ned and materials fur�ished in accordance with t4us Item and measured as provided under "Measureznent" will be paid for at ihe unit price bid per ton of "Duetile Iran Water Fittings with Restraint". c. The pzice bid shall include: 1) Furnis}ung and instaSling Ductile Iron Water Fittings as specified by the Drawings C1TY OF FORT WORTH STANDAW] CONSTRUCTIqN SPECIFICt1T10N DOCUMENTS Revised Apii120, 2021 Nol•!h Tar1•and Express Segine�st 3 C Utility Asse�nbly 35W-U-0317 33 l] lI -2 �UCTILE IRON FITTINGS Page 2 of 13 1 2 3 �F 5 6 7 S 9 10 1i 12 13 14 15 16 17 1$ 19 2� 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4D 41 �F2 43 44 45 46 47 2) Polyethylene encasement 3) Lining 4) Pavemen� removal 5) Excavation b) Hauling 7) Disposal of excess matexial 8) Furuislung and ins#alling bolts, nuts, and restraints 9) Furnisl�ing, placement and compaction of eznbedment l Oj Furnishing, placement and compaction flf backfill 11) Trench water stops 12} Clean-up 13) Cleaning 14) Disinf�ction I5) Testing � - - - � . i1s�i. r.rn�r'� �� -rxsc�r_�., tspt,��.. � . : -:. �• :. �,_ eunve��►�ieT ry r��y r� - 4FiP �9i��[{6 flVi IlR4alsZiQ � • r ' - , ---- ;�_ - � � '� `°--- - - - .+;, : 'AlAATQTL'+17f1lA71 Yfll�,11 � - �.. :� 4�1 3 _ _ �-�. "�"� - ,�� Ir � ,, « � ir - n . Y� � ` �!'`�� `-��g � �� -$�eet�-�e�t�e�i: - ��# �� W "'L^. ' t f ��si'--� . �- � ; _.� �� '�� CITY OF FORT WORTH STANDARA CONSTRUCTION SPECIFICATION DOCUIvIENTS 12evised April 20, 2021 Narth Tarrar�l Expr•ess Segment 3C Uliliry Assembly 35W-U-0517 3311 il-3 D[3CTILE IRON FITTINGS Page 3 of 13 1 1.3 REFERENCES 2 A.Definitions 3 1. Gland or Follawer Gland 4 a. Non-restrrai.ned, mechanical joint fitting 5 2. Retainer Gland b a. Mechanically resCrained mechanical jaint fitting, consisting of multiple 7 gripping vvedges incorporated into a fallower g3and meeting the applicable S requirements of ANSIIAWWA C110/A21.10. 9 B. Re€erence Standards 10 1. Reference standards cited in this Specif cation r�f�r to the current reference 11 standard published at the time of the latest revision date lagged at the end of this 12 Specification, unless a date is speciiically ci�ed. 13 2. American Saciety of Mechanical Engineers {ASME): 14 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittin�s (Classes 25, 125 and 250). 15 16 17 18 19 24 21 22 23 24 3. ASTM International (ASTM): a. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for High Temperature or I�ig� Pressure Service and Other Specia! Purpose Applicatians b. A194, Specification far Carbon and Alloy Steel Nuts for Bolts for High Preasure or High Temperature Service, or Both c. A242, 5.tandard Specification for High-Strength Low-Alloy Structural StEel. d. A674, Standard Practice for Polyethylene Encasemeni for Ductile Iran Pipe for Water or Other Liquids. e. B117, Standard Practi�e %r Operating Salt Spray (Fog) Apparatus. 25 4. Ameriean Water Works Association (AWWA): 26 a. C203, Goal-Tar Protective Coatings and Linings for Steel Water Pipelines - 27 Enamel and Tape - Hot Applied. 28 b. C600, Installation of Ductile-Iron Water Mains and their Appurtenances. 29 c. M41, Ductile-Iron Pipe and Fittings. 3D 31 32 33 34 35 36 37 38 39 40 41 �42 43 5. American Water VJarks Association/American National Standards Institute (AWWAJ.ANSI}: a. C104/A21.4, Cement Mortar Lining for Ductile-Iron Pipe and Fittings. b. C l O5/A21.5, I'aSyethylene Encasement for Ductile-Iron Pipe Systems. c. c i� a�� 1. i o, Ductile-Iron and Gray-Iron Fittin.gs. d. C111/A21.11, Rubber-Gasket Jaints for Ducti�e-Iron Pressure Pipe and Fittings. e. C115/A21.15, Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron Threaded Flauges. f, C151/A21.51, Buctile-Iron Pipe, Centrifugally Cast, for Water. g. C153/A21.53, Ductile-Iron Compact Fittings far Water Service. 6. NSF International {N5F): a. 61, Drinking Water System Cornpoz�ents - Health Effects. 7. Saciety for Protective Coatings (�SPC): a. PA 2, Measuxenaent af Dry Coating Thickness vvith Magnetic Gages. G1TY OF FORT WOItTH STANDARI7 CdNSTRUCTIQN SPECIFICATION DqCUMENT5 Revised April 20, 2021 Nor11a Tarrant Express 3egmend 3C Utility Assembly 35W-U-0517 331111-4 DIiCTTLS IRON FITTINGS Page 4 of 13 1 1.4 ADiVIINISTRATIVE REQUIREMENTS [NOT USED] 2 1.� SUBMITTALS 3 A. Submitials shall be in accordance with Section O1 33 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication fQr 5 specials, 6 1.6 ACTION SUBMITTALS / INFORMATYONAL SL]BMITTALS 7 8 9 1Q 11 i2 13 14 i5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 34 40 4I 42 43 44 A. Produet Data 1, Ductile Tron Fittings a. Pressure class b. Interior iining a Joint types 2. Polyethylez�e encasement and tape a. Planned method of installation b. Whether the film is linear low density or high density cross linkcd polyethylene c. The thickness of the film provided 3, The interior lining, if it is other than cez.uent mortar lining in accordance with AWWAIANSI C104/A21.4 a. Material b. Application recoinmendations c, Fieldtouch-up procedures. 4. Thrust Restraint a. Retainer �lands b. Thrust harnesses c. Any other means S. Gaskets a, Provide Gaskets in accordance wi� Section 33 11 O5. 6. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall confoz� to Sectian 33 04 10. 7. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordanee with Section 33 11 O5, b. Flanged Ends 1) Meet requirements of AWWA C115. a) Provide bolts and nuts in accordance with �ection 33 l 1 05. 8. Flange Caatings a, Cannections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape Sys�em in accordance �vith Section 33 11 O5. B. Certificates l. The maz�.ufacturer shall furnish an afiidavit certifying that all Ductile Iron Fittings meet the pravisians of this Seetion and meet the requirements of AWWA/AN�I C110/A21,10 or AWWA/ANSi C1531A21.5�. 2. Fuz�n.ish a certificate stating that buried bolts and nuts confvr�� to ASTM B I 17. CITY DF FOItT WORTH STAi�IDARD COIrfSTRUCT101V SP�CI�'TCATION DOCUME.NTS Revised Apri120, 2021 North Tarranl �xpress Segrnent 3C Uliiily Assemhly 35W-II-0517 3311 ll -S �UCTT'LE IRON FITTINGS Page 5 of 13 1 1.9 CLOSEOi3T SUBMITTALS [NOT USED] 2 1.$ MA�NTENANCE MATERIAL SUBMTTTALS [N�T USED] 3 1.9 QUAI,ITY ASSURANCE 4 A. Qualifications 5 1. Manu�acturers 6 a. Fittings manufacturirig operations {fittings, lining, and caatings) shall be 7 performed under the conirol of the manufacturer. 8 b. Ductile Iron Fittings shall be manufactured in accordance with AVVWAIANSI 9 CI i0/A21.1� or AWWAJANSI C153/A21.53. 10 1) Perfortn quality cantrol tests and maintain the results as outlined in these 11 standards to assure compIiance. 12 B. Precansfruction Testing 13 1. The City may, at its own cost, subject random �it�ings for destructive testing by an 14 independent laboratory for compliance with this Specification. 15 a. The compjiance test shall be performed in the United States. 16 b. Any visible defects or failure to zneet the quality standards herein will be I7 g�'ounds for rejecting the entire order. 18 1.10 DELIVERY, �TORAGE, AND HANDLING 19 A. Storage and Handling Requirements 20 1. Store and handle in accordance wit� the guidelines as stated in AWWA M41, 21 2. Secure and maintain a lvcation to store the material iu accordance with 5ectian O1 22 56 00. 23 1.1i FIELD [SITE] CONDITIOI�S [NOT USED] 2� 1.12 W.�.RRANTY [NOT USEDj 25 PART 2 - PRODUCTS 26 2.1 OWNER�FURNI,SHED [ox] OWNER-SUPPLIEll PRODUCTS [NOT IISED] 27 �.2 EQUIiPMENT, PRODUCT TYPES AND MATERIAI�S 28 A. Manufactur�rs 29 1. Only the maz�ufacturers as listed on the City's Standard Products List will be 30 eonsidered as shown in Section O1 6Q OU. 3I a. The manufacLurer must comply with this Specification and relat�d Sections. 32 2. Any product that is not listeci on the Standard Products List is considered a 33 substiLution and sha11 be subrnitted in accordance with Section O1. 25 QQ. 34 B. Ductile Iron Fittings 35 1. Ductile Iron Fittings shall be in accordance with AWWAJANSI C110/A21.10, 36 AWWAlANSI CI531A21,53. 37 2. AIl fittings far potable waYer service shall meet the requirements of NSF 61. 38 3. Ductile Iron Fittings, at a minunum, shall meet or exceed the pressures classes of 39 the pipe which the fitting i.s coaznected, ux�less speci�'zcally indicated in the 40 Drawings. CITY OF PORT WOR`TH No�7H Tarrmtt F.xpress Segmer�r 3C STAN�AAD CONSTRUCTION SPECIF1CATiON AOCUM�NZ'S U�ilaty Rssem6ly 35W-U-D517 Revised Apri120, 2D21 �a xi �i -6 DUCTILE [RON FITTINGS Page 6 oF 13 1 4. Fittings Markings 2 a. Meet the minimum requirements o.f AW WA/ANSI C 1 S l/A2I .51. 3 b. Minimum markings shall include: 4 1) "DI" Qr "Ductile" ca�t or metal stamped on each �tting 5 2) Applicable AWWA/ANSI standard for that the iitting 5 3) Pressure rating 7 4) Nurnber of degrees for all bends S 5) Nominal diameter of the apenings 9 6) Year and country fitting vvas cast 10 7) Manufacturer°s mark 11 12 13 14 15 15 17 1$ 13 20 21 22 23 24 25 2C 27 2$ z9 30 31 32 33 34 35 36 37 38 39 4� �41 42 43 44 45 46 47 48 49 S, ]oints a. Mechanical Joints with xnechanical restraint 1) Comply with AWWA/ANSI C111/A21.11 and applicable parts of ANSUAWWA C110/A21.10. 2) The retainer g�and shall have the following working pressure ratings i�ased on size and type oipipe: a) Ductile Iron Pipe (I) 3-inch— 16-inch, 350 psi (2) 18-inch — 48-inch, 250 psi b) PVC C900 and C9QS {1) 3-inch— 12-inch, �asps� {2) 1 �-inch —16-ineh, 235psi {3) 18-ineh -- 24-inch, 200psi (4) 24-inch — 30 —inch 1 b5psi c) Ratings are for water pressure an.d must include a minimum safety factar of 2 to 1 in a11 sizes 3) Retainer glands shall have specific designs %r Ductile Iron and PVC and shanld be easily differentiate between t�e 2. 4} Gland body, wedges and wedge actuating companents shall be cast fz-om grade 65-45-12 ductile iron material in accordance with ASTM A536. 5} Mechanical joint restraint shall require conventianal tools and installation procedures per AWWA C6QQ, while retaining full mechanical joint deflection during assembly as well as allo�ving joint de�Ieckion after assernbly, 6) Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. b. Push-On, Restrained Jaints 1} Aestraining Push-an joit�ts by means of a special gasket a) Only those produ�ts that are listed in O1 60 fl0 b) The working pressure rating of the restrained gasket must exce�d the tesi pressure of the pipe line to be in�talled, e) Approved for use of restraining Ductile Iron Pi�e in casing with a carrier pipe of 4-inches to 12-inches d} Other�wise only approved if specially lisEed on the drawings 2) Push-on Restrained Joint beIl and spigoi a} Qr�ly those products list in the stanc�ard products list will be allowed for the size listed in the standard products list per Section O 1 60 DO b) Pr�ssure rating shall exceed the working and test pressure af the pipe li�e CITX OF FORT WORTH STANDARI7 CQNSTRUCTIflN SPECIFICATION DOCUMENTS Revised Apii120, 2U21 Norih Tar�rrnr Express Segraelzt 3C Ulilily,4sseirrbly 35W-i7-0517 3311I1-7 DUCTILE fRON �'ITTINGS Page 7 of 13 1 c. Flanged Joints 2 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 3 2) Flange bolt circles and bolt �oles shall match those of ASME B16.1, Class 4 125. 5 3} Field fab.rieated flanges are prohibited. 7 l0 11 12 1� 14 15 lb 6. Gasl�ets a. Provide Gaskets in accordance with Sc;ction 33 11 Q5. 7, Isolation Flange� a.. Flanges required by the drawings to be Isolatian �langes shall conform to Section 33 04 10. 8. Balts and Nuts a. Mechanical Jaints 1) Provide bolts and nuts in accordance with Section 33 11 O5. b. Flanged Ends 1} Meet requirements of AW WA C 115 . a) Provide balts and nuts iz�. accordance wi�h Section 33 I 1 O5. 17 9. Flange Coatings 18 a. Connections to Sieel Flanges 19 1) Buried connections with Steei Fianges shall be coated vc�ith a Petrolatum 20 Tape System in accordance with Section 33 11 O5. 21 10. Ductile Iron Fitting Exterior Coatings 22 a. All Ductile Iron Fittings shal� have an asphaltic coating, minimum of 1�c►il 23 thick, on the exterior, unless otherwise specified in the Cantract Dacuments. 24 11. Polyethylene Encasement 25 a. All huried Dactile Iron. Fittings shalI be polyethylene encased. 26 b. Only manufacturers listed in the City's Standard Products List as shovtirn in 27 Section O1 60 �0 will be consider�d acceptabie. 28 c. Use only virgin polyet�ylene material. 29 d. Encasement for buried fittings shall be S bn.zl liuear low density (LLD} 30 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 31 cross-laminated (HDCL) polyethyiene encasement conformiug to conf"artning 32 to AWWA/ANSI C105/A21.5 and ASTM Ab74, 33 e. Marking: At a minimum oi every 2 feet along its length, the mark the 34 polyethylene iilm with the following i�%rmation: 35 1} Manufacturer's name or trademark 36 2) Year of manufacturer 37 3) AWWA/ANSI C105/A21.5 38 4) Minimum film thickness and material type 39 5) Applicable range of nominal diameter sizes 40 6) War�ing — Corrosian Protection — Repair Any Damage 41 £ Special MarkingslColors 42 1} Reclaimed Water, perform� one of the following: 43 a) Label polyethylene encasement with "RECLAIlVIED WATER", 44 b) Provide purple polyethylene in accordance with the American Pub�ic 45 Works Association Uniform Color Code; or 46 e) Attach purple reclaimed water marker tape to the polyethylene wrap. 47 2) Wastewater, perform one of khe following: 48 a} Label polyethylene encasement with "W.4STEWATER"; CITY OF FQRT WOR`i'H ll�urtl� Tarrartd Express Segment 3C STA3�lDARD CONSTRUCTIO]V SPECTF'1CATION DOCUIv1ENTS Utility �Issernbly 35W-U-0517 Revised Apri124, 202E 3311 l]-8 Di1CTILE IRON FITTINGS Page 8 of 13 1 b) Provide green polyethylene in accordance with the Ameriean Public Z Works Association Uniform Color Code; ar 3 c) Attach green sanitary sewer marker tape to the polyeihylene wrap. 4 g. Minimum widths 5 Polyethylene Tube �nd Sheet Sizes for Push-On Joint Fittings Nominal Fittings Di��neter Min. Width — Flat Tube Min. Width — Sheet (inches) (inehes) {inches) 3 14 28 4 14 28 6 16 32 S 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 I62 42 81 162 48 95 190 54 108 21� 60 108 21& 64 121 242 6 7 9 10 11 12 13 14 15 16 17 I8 19 2a 21 22 23 12. Ductile Iron Fittings Interior Lining a. Cement Mortar Lining 1) Ductile Iron Fittings for potable water shalt have a cement mortar lining in accorc�anc� with AWWAIANSI C104/A21.4 and he acceptable according to NSF 61. b. Ceramic Epoxy or Epoxy Linings 1} Ductile Iron Fittings for use in wastewater applications shall be lined with a Ceramic Epoxy or Epoxy lining as designated in the Siandard Froducts L'zst as shown in Section O1 60 00. 2} App1y lining at a minimum of 40 mils DFT 3} Due to the tolerances involved, ihe gasket area and spigot end up to 6 inches back from the end of the spigat end �nust be coated wifh 6 miJs nominal, 10 mils maximum using a Joint Compound as supplied by the manufacturer. a} Apply the joint con:�.pound by hrush to ensure caverage. b) Care should be taken that the joint cornpound is smooth withaut excess buildup in the gasket seat or on the spigot ends. c) Coat the gasket seat and spigot ends after the application of the livung. C3TY O�' FORT WORTH NortJt Tarranl Express Segmerr[ 3C STANBAAD CONSTRUCTION SPECIFICATIflN DOGUMENTS U�ilily Assernbly 33W-U-0517 Revisad ApriI2U, 2021 33k111-4 DUC'i'lLE IRON FITTII�lGS Page 9 of 13 1 2 3 4 5 6 7 8 4 10 11 12 13 14 4) 5) 6} 7) 8) Surface preparation shall be in accordance with the manufacturer's recommendations. Chack thickness using a magnetic film thicicness gauge in accordance vaith the method outlined in SSPC PA 2. Test the interiar lining of all fittings for pinholes with a non-destructive 2,500 voIt test. a) Repair any defects prior to shipmen�. Mark each fitting with th.e date of applieaCion of the Ii�ing system along with its numerical sequence of appIicatian on t4�at date and records maintained by the applicatar of his work, Far al! Ductile Iron Fittings in wastewat�r service where the iitting has been cut, coat the expased surface with the touch-up material as racommended by the manufacturer. a) The touch-up material and the lining shall be of the same manufacturer. 15 2.3 ACCESSORIES [NOT i35ED] 16 2.4 SOURCE QUALITY CONTROL [N�T [7SED] 17 PART 3 � EXECUTIDN 1 S 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USEDj 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION Z2 A. Generai 23 1. Install fittings, specials anct appurtenances as specified herein, as speciiied in 24 AWWA C600, AWWA M41, and in accordance wif.h the fittings manufacturer's 25 reeommendations. 26 2. Lay fittings to the lines and grades as indicated in the Drawings. 27 3. Exca�ate and backfill trenches in aecordance with 33 OS IQ. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4. Ernbed Duetile Iron Fittings in accordance wiih 33 OS 10. B. Joint Making 1. Mechanical Ioints with required mechanical restraint a. All mechanical joints require mechanical resiraint. b. Bolt �e retainer gland into compression against ihe gas�et, with the bolts tightened down evenly then crass torqued in accordance with AWWA Cb00. c. 4verstressing of bolts to compensate for poar installatian practice will not be permitted. 2. Push-an Joints (restrained) a. All push-on joints shall be restrained push-on type. b. Install Push-on joints as def�nedinAWWA/ANSI C1111AZ1..1i. c. Wipe clean the gasket seat inside the bell of all extrar�eous matter. d. Place the gasket in t�e bell in the position prescxibed by the mant�facturer. e. Apply a thin iilm of non-toxic vegetable soap lubricant to the inside of the gasket and ihe outside of the spigot prior to entering the spigot into the be11. CI7`Y OE` FQRT WdRTH STANDARD C�NSTRUCTIOIJ SPECIFICATION DOCUMEN"fS Revised Apri� 20, 2021 Nor1Fi Tm�ra�rt Express 5egn�ent 3C Ulility .4ssernbly 33W-U-05I7 33�ii1-�o DUCTILE [RO�1 FITTINGS Page l0 of 13 £ When using a�eld cut plain �nd piece of pipe, refinished the field cut and scarf ta canforn� to AWWA M-41, 3 3. �langed Joints 4 a. Use erection bolts and drift pins to make flanged connections. 5 1} Do not use undue force ar restraint on the �nds of the fittings. 6 2} Apply even and uniform pressure to the gasket. 7 b. The f iting must be frae to move in any direction while bolting, 8 1} InstaIl flange bolts with all bolt heads faced in 1 direction. 9 4. Joint Deflectian IO a. Deflect the pipe only when necessary to avoid abstructions or to meet the line� I 1 and grades and shown in the Drawings. 12 b. The deflection of each jaiz�t rriust he in acaordance with AWWA C600 Table 3. 13 c. The maximum deflectiol� allowed is 50 percent of ihat indicated in AWWA 14 C600. 15 d. Th� manufacturer's recornmendation may be used with the approval of the 16 Engineer. 17 L8 19 20 21 22 23 24 25 Z6 27 28 29 3p 31 32 33 34 35 36 37 38 34 4Q 41 42 43 44 45 46 47 C. Palyethylen�e Encase:rncnt Installation 1. Preparation a. Renno�e a111urnps of clay, mud, cinders, etc., an �tttings suriace prior to installation of polyethylene Encasement. I) Prevent soil or embedment material from becoming trapped between fittin.gs and polyethylene. b. Fit polyethylene film to eantour oF fitiings to �ffect a snug, but nat tight encase witk minimum space between polyethyiene and fittings. 1) Provide sufficient slack in contouring to prevent stretching polyethylene where it bridges irregular surfaces such as be1l-spigot interfaces, bolted jaints or �ttings, anc� to prevent damage to palyethylene due to backfilling operations. 2) Secure overlaps and ends wifh adhesive tape and hold. c. For instaltatians l�elow water table and/or in areas subject to tidal aeiions, seal both ends ofpolyethylene tube with adhesive tape at jaint overlap. 2. 'I�bular Type (Method A} a. Cut polyethylene tube to length approximately 2 feet longer than fittings seetion. b, Sli� tube around ittings, centering it to provide I foot overlap on each adjacent pipe section and bunching it accordion-fashion lengt�wise until it clears fittings ends. c. Lower fittings into trench with preceding section o� pipe. d. Make shallow bell hole at joints to facilitate installation oipolyethylene tube. e. After assembling fittings make overlap of polyethylene tube, pull btu�ched polyethylene from preceding length of pipe, slip it ov�r end of the fitting and wrap until it overl�ps j oint at end of preceding length of pipe. £ Secure overlap in place. g. Take up slack width at top of fitting to make a snug, but nat tight, fit along barrel of fitting, securing fold at c�uarter points. h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of next fitting in same manner. CITY OF FORT WORTH Norlia Tarrunr Exp1-ess Segnteitt 3C STANDARD CONSTRUGTIQN S3'ECIFICATION �OCUMEi�'TS U1ilily �lsswnbly 3S W-U-05! 7 Re�ised Apri120, 2D31 331111-I1 AUCTIL� CRON FITTINGS Page 11 of 13 1 3. `h�bular Type (Method B) 2 a. Cut polyethylene tube to Iength approximately 1 foot sharter than fitting 3 section. 4 b. Slsp tube around fitting, centering it to provide 6 inches of bare fitting at each 5 end. 6 c, Tak� up slack width at top of fitting ta make a snug, but not tight, fit alang 7 banrel af iittin.g, securing fold at quarter paints; secure ends. g d. Before making up joint, slip 3-faat iength of polyethylene kube over end of 9 proceeding pipe section, b�nching it aecordion-fashion lengthwise. 10 e. After completing�oint, pull 3-foot lengtla ofpolyethylen� over joint, 11 overlapping poly�thylene previously installed on each adjacent section of pipe i2 by at least 1 foot; make each end snug and seeure. 13 14 15 16 17 18 19 20 21 22 23 24 25 4. Sheet Type a. Cut polyethylene she�t to a leng�kt approxiznately 2 feet longer than piece sectian. b. Center length to provide 1-foot overlap on each fitting, bunching it until it clears the fitting ends. c. Wrap polyethyl�ne around fitting so that it circumferentially overlaps top c�uadrant o� fitting. d. Secure cut edge of poiy�thylene sheet at intervals of approxinaately 3 feet. e. Lower wrapped fittizag inta trench with preceding seetion of pipe. £ Make shallow bell kole at joints to facilitate iz�stallation of pnlyethylene. g. After campleting joint, make overlap and secure ends. h. Repair cuts, tears, punctures or oiher damage to polyethylene. i. Proceed with installation of fittings in same znanner. 26 5. Pipe-�haped Appurtenances 27 a. Cover bends, reducers, offsets, and other pipe-shaped appurtenances with 28 polyethylene in same manner as pipe a�d fittings. 29 30 31 32 33 34 35 6. Odd-Shaped Appurtenances a. When it is not practical �o wrap valves, tees, crosses and other odd-sha�ed pieces in tube, wrap with flat sheet or split length polyethylene tube by gassing sheei under appurtenances and bringing it up around body. b. Make seams by bringing edges together, folding ov'er twice and taping down. c. Tape polyethylene securely in place at the valve stena and at any other penetrations. 36 7. Repairs 37 a. Repair any cuts, tears, punetures or damage ta polyethylene with adhesive tape 38 or with short length of polyethylene sheet nr cut open tube, wrapped around 3g fitting to cgver damaged area, and secure in place. 40 S. Openings in Encasement 41 a. Provide openings for branches, se�vice taps, blow-offs, air valves and sirnilar 42 appurtenances by ma�cing an X-shaped cut in polyethylene and temporarily 43 folditag back film. 44 b. After ap�urtenance is installed, tape slack securely to appurtenance and repair 45 cut, as well as other damaged ar�a in }�oIyethylene with tape. 46 c. Serviee taps may als�o be made directly through poIyethylene, with any 47 resulting damaged areas Ueing repaired as dascribad above. G8 9. Junctions between Wrapped and Unwrapped Fittings CITY OF FORT WOR'i'H Nor•tJt Tctrrar+l �'xpress Segnrent 3C STANDARD CONSTRUC'T'ION SAECIF➢CAT10N DOCUMEN"fS UlilityAssemhly 35i�Y U-0517 ltevised Apiti] Z0, 2Q21 33 1 L 11 - 12 �UCTTLE [RON FITT[NGS Page I2 of 13 1 2 3 4 5 6 a. Where polyethylene-wrappet� fitting joins an adjacent pipe tha# is not �vrapped, extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. b. Secure end with cireumferential iurns of tape. c. Wrap service lin,es aF dissimilar metals with polyethylene or suitable dielectrie tape %r minimum clear dista�.ce oF 3 feet away from cast ar Ductile Irnn Fittings. 7 D. Blacking 8 1. Install concrete blockiz�g zn accordance with �ectian Q3 30 04 for all bends, tees, 9 crosses and. plugs in the pipe lines as indicated in the Drawings. 10 2. Place the eoncrete hlocking so as to rest against �rm undisturbed trench walls, 11 normal ta the thrust. 12 3. The suppo�ting area for each block shall be at least as great as that indicated on th� 13 Drawings and shall be sufficient to withstand the tkzrust, including water hammer, 14 which may develop. 15 4. Each block shall rest on a firm, undisturbed foundation or trench battom. 16 5. Tf the Contractor encounters soil tl�at appears ta be di�ferent than that which was 17 used to calculate fhe blocking according to the Drawings, the Contraetnr shall 18 notify the Engineer prior to the installation of the blocking. 19 3.5 ItEPAlR/R�STORATION 20 A. Patching 2] 1. Excessive field-patching is not permitt�d of lining or coating. 22 2, Patclvng of lining c►r coating will be allowed where area to be repaired does not 23 exceed 1d0 square inches and has no dimensians greater than 12 inches. 24 25 26 27 28 29 30 3. In general, there shall nat be more than 1 patch on either tlae tining ar the coating of any fitting. 4. Wherever necessary to patch the fitting: a. Make patch with cement mortar as previously specified for interior joints. b. Do not ins.tall patched fitting until the patch has been praperly and adequately cured and approved for layin� by the City. c. Prornptly remove rejected fittings from the site. 31 3.G RE-INSTALLATION [NOT USED] 32 3.i FIELD [ox] SITE QUALITY CONTRQL 33 34 35 3( A. Potable Water Mains 1. Cleaning, disinfection,, hydrostatic testing and bacteriological testing of water mains a. C1ean, flush, pig, disinfect, hydros�atic �est and bacteriolagical, test the water main as specifzed in Sectian 33 04 �0. C17'Y OF FORT WflRTH Nartli Tarranl Express Segme�at 3C STANDARD CONSTRUCTiON SPECIFICATION DOCUMEI�IT5 UtiliryAssembly 35W-U-0517 R�vised Apiti120, 2D21 33 11 11 - 13 �UCTILE IRON FLTTfNGS Pege l3 of 13 1 3.8 SY�TEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 310 CLEANING [N�T iTSED] 4 3.11 CLOSEDUT ACTIVITIES [1�T�T USED] 5 3.1� PROTECTION [�iOT USED] 6 3.13 MAINTENANCE [NDT U�ED] 7 31� ATTACHMENTS [NOT IISED] 8 9 30 END OF SECTION Ravision Log DATE NAME SUMMARY OF CHANGE 1.2.A.l.c — Restraints included in price bid 1.2.A.2.c— itestraints included in price bid 1.3 — AddEtl definrtions af gland types for ciarity 12120/2U 12 D. Johnson 2•z•�•5 — Remvvecl unrestrained push-on and mechanical joints 2.2,8,6, '�, 8, and 9— Added reference ta Seotion 33 OS 10 and 33 b4 10; removed material sgecifioations for bolts, nuks and gaskets. 3.4 — Re>quirement for ail mechanical and push-on joints to be restrained 3.4.D— Corrected reference CITY OF FORT WORTH North Trrrrar�t Express Segment 3C STA3VDARD CONSTRUC'I'ION SPECIFICA"1'lON DOCUMENTS Ultlity Assembfy 35W-U-0517 Revised Ap�til 20, 2U21 s3 ii az-i POLYVINYL CHLOIt1DE (P'VC} PREBSURE 1'IPE Page 1 of 8 ,' 1 2 SECTTON 33 11 12 P�LYVINYL CHLORIDE {PVC) PRESSURE PIPE 3 PART 1 - GE1�IERAL 4 ].l �UMMARY 5 6 7 S 9 10 � 11 l2 13 , 14 15 16 I 17 1s A. Section Inclu.des: 1. Polyvinyl Chloride {P`IC) Pressure 1'ipe 4-inch through 36-inch for potable water, wastewater and r�use applications B. De�iations from this City of Fo� Worth Standard Specification 1. None. C. Related Specification Seetions inc�ude, bnt are not necessarily limited to: __ .... � ., T . . .. . „ Di�isian 1 — General Requirernents - - - - - - --' n w' • . „ � i± �� 1-i - : .33 04 40 — Cleaning and Acceptance Testing af Water Mains 33 4S 10 — Utility Trench Excavation, Embedment and Backfill � _. . _� . w . .�';... " �'� �'.33 1� 1 i— D�ctile iron Fittings �9 1.� PRICE AND PAYMENT PROCEDURES 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurenr�ent and Payment 1. Meast�rement a. Measu��ed horizontalIy along the suriace frorn center line to center line of the fitting, manhole, or appurtenanee 2, Payment a. The work perfarmed and materials furnished ir� accordance with �his Item anci measured as provided under "Measurement" will be paid for at the unit price bid per linear faot of "PVC Water Pip�" installed for: 1} Various sizes 2) Variaus types of hackfill , - . . . ,. . . _.---•_�___ . ...... ........... . .«., <�,.� ��:,. -_--� .. . ,� o .trrcF, Nv pi _ .,�� ,-�:, - �=•tf�& , �� • 3. The price bid sha11 include: a, �us�nishing and installing PVC P�•essure Pipe with�aints as specified by the Drawings b. Mobilization c. Pavement remaval d. Excavation e. Hauling. CITY OF FORT WORTH STANDARD CONSTRUCTIOI�! 3PECT�'ICATIQN DOCUl1�ENTS Revised Apri120, 2021 Na•th Tae•e•arrt F�pr•ess Segnaent 3C Urr'lrty E1.sse,�r8i�� 35H'-U-0517 3s ii �a-a POLYVINYL CHLflR]DE (AVC) PR�55URE P1PE Page 2 of 8 1 2 3 � 5 6 7 S 9 10 f. Disposal oiexcess matez•ial g. Furnishing, placement and compaction of embedment h. Furnishing, placement and cornpactian af backfill i. Trench water stops j. Thcust restraint, if required by Contract Documents k. Gaskets I. Clean-up m. Cteaning n. Disinfectian o. Testing lI 1.3 RGFERENCES 12 A. Reference S.tandard� ] 3 1. Referenee standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date lagged at the end of tk►is 15 Specification, unless a dafe is specifically cited. ! 6 2. American Associa�ian of 5tate Highway and Transportatian Officials (AASHTO). 17 3. ASTM lnternational(ASTM): 18 a. D1784, Standard Specification for Rigid Poly(Vinyl-Chlaride) (PVC) 19 Compaunds and Chlorinated Poly(Vinyl Chloride} {CPVC) Compounds. 20 b, D3139, Standard Specification for Joints for Plastic P�•essure Pipes Using 21 Fle�ible Eiastameric Seals. 22 23 24 25 26 27 28 29 30 31 4. American Water Works Associatian (AWWA): a. Cb00, lnstallation of Du.ctile-[ron �ater Mains and their Apput�tenances. b. Cb05, Undergroui�d Installatian of Polyviny] Chlaride (PVC} Pressuxe Pipes and �'ittings for Water. c, C9�0, Polyvinyl Chlaride (PVC) Press.ure Pipe, and Pabricated Fittings, 4 IN through 12 IN, far Water Transmission and Distribution. d. C9Q5, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 14 TN througl� 48 IN, for Water Transmission and Distribution. e. M23, PVC Pipe — Design and Installation. f, M41, Ductile-Iron Pipe and Fattings. 32 5, NSF International (NSF): 33 a. 61, Drinking Water 5ystem Components — Health Effects. 34 6. Underwriters Laboratories, Ina (UL). 35 1,4 ADNIINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUSMITTALS 3'7 A. Submittals shaIl be in accordance with 5ection O1 33 OQ. 38 B. All submittals shall be approved by the City prior to delivery. 39 1.6 ACTI�N SUBNIITTALS / INFORMATIONAL SUBNIITTALS 4D 41 42 43 A. Pro�uct Data 1. For PVC I'ressure Pipe that is used for water distribution, wast�water force mains or wastewater �ravity mains, incIuding: a. PVC Pressure Pipe CITY OP FOR'C WDRTH Narfh Tcrrr�an► Express 5egnrent 3G STANDARD COiVSTRUCTIOt�1 SPECIFICATIOI�I DOCUMEi�TS UtrrrfyAssenrhly.35W-(1-0517 Revised April20, 202] 33 11 l2-3 PqLYVINYL CHLORIDE {PVC) PRE5SURE P1PE Page 3 of B 1 2 3 � 5 6 7 8 4 10 11 12 13 1� �5 16 17 18 i9 20 21 22 23 24 25 26 27 z. 3. b. Manufacturer c. Dimension Ratio d. Joint �'ypes Restraint, if required in Contract Documents a. Retainer glands b. Thrust harn�sses c. Any oiher means af restraint Gaskets B. Shop Drawings: When restrained joints are required, fuz�iish far PVC Pressure Pipe used in the water�distribution system or %r a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations seal�d by a Licensed Professiana� Engineer in Texas includin�: a. Working pressure b. Surg� pressure c. Deflection 2. 3. Provicie thrust restraint calculations for all fittings and �alves, sealed by a Licensed Professional Engineer in Texas, to verify the resri-aint lengths shown on the Drawings. Lay sehedule / drawing for 24-inch and greater diametez^s sealed by a Licensed Professional Engineer in Texas including: a. Pipe class b. 3oints type c. Fittings d. Stationing e. Transitions f. loint deflection 28 C. Cet�t�ficat�s 2g l. Furnish an af�ida�it eertifying that al1 PVC Pressure Pipe meets the provisions of 30 this Section, each run af pipe furnished has met Specifications, a1l in5pections have 31 been made and that all test� have been performed in aeco�•dance with AWWA G9U0 3z ar AW1NA C9d5. 33 1.i CLO�EOUT Si]BMYTTAL� (NOT USED] 34 1.8 MAII�ITENANCE MATERIAL SUBNIITTALS [NOT USED] 35 1.4 QUALITY ASSURANC� 36 37 38 39 40 41 42 43 A. Qualifications I. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for eaoh size, ur�less otherwise approved by the City. 1} Ct�ange arders, specials, anci field changes may be provided by a different nnanuiacturer upon City approval. b. Pipe manufacturing operations shall be performed under the contral of the manufacturer. C1TY O� FORT 4VORTH STANDARD CDN3TRUCTIOtd SP�CIFICATION DOCU1viENTS Revised April 24, 2021 Noi'th Tat'i•artf Fatpress Segxre�tl 3C U�rlity Bssemhly 35W-U-OSl7 33I1 12-4 PQLYVINI'L CHLORIDE (PVC) PRESS[JRE PIPE Pagc 4 of 8 1 2 3 c. A1I pipe furnished shall be in conformance with AWWA C900 and AWWA C945. Z.IO DELIVERY, STORAGE, AIiTD HANDLING 4 A. Storag� and Handling Requirements 5 1. Sta�•e and handle in accordanc� with the guidelines as stated in AWWA M23. � 2. Secure and nnainta.in a lacation to store the mat�rial in accordance with Section Ol 7 6b 00. S 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WA12.I2ANTy [N4T USED] 10 PART 2 - PRODUCTS ]] !2 13 �.1 OWNER-FUItNISHED �ou] QWNER�SUPPLIED PRODUCTS [NOT USED] �.2 EQU]PMENT, PRODi7CT TYP�S AND MATE1tiALS A. Manufacture;•s 14 1. Only the manufacturers as listed in the City's Standard Products List �vitl be I S eonsidered as shown in Section OI 60 00, 16 a. The manufacturer must comply with tfais Speeification and related Sections. 17 2. Any product that is not listed on the Standai�d Products List is considered a � 8 subsiitution and shalI be submitted in accordance with Section O 1 25 00. ]9 20 21 22 23 2�l 2S 26 27 28 29 30 31 32 33 34 35 B. Pipe L Pipe shall be in accoi•danca with A1�VWA C900 or AWWA C905. 2. PVC Pressure Pipe for potable water shall meet the requirements of N�F 61. 3. Pressure Pipe sha�l be approved by the UL. 4. Pipe shall ha�e a Iay length of 20 feet except %r special fittings or closure pieces necessary to comply rzvith tl�e Drawings, S. The pipe material shall be PVC, rneeting the requirements of A�TM D I 784, with a cel] classification af 12454. Outside diametecs inust be equal to thosa of cast irnn and ductile iron pipes. 6, As a minimunn the fallowing Dimension Ratia's apply: Diameter lltin Pressure Class inch �i 4 thrau h 12 DR 14 16 throu h 24 DR 18 7. Pipe Markings a. Meet the minimum requirements of AWWA C900 or AWWA C905. Mrnimu�n pipe markings shall be as follows: 1} Manufacturer's Name or Trade�nark and production racord 2) Nominal pipe size 3) Dinnension Ratia GITY OF PQRT W012TH Nor•Ih Tcrr•r•an1 Espiess Segnrent 3C S'TANDARD CONSTRUCTIOI� SPECIFlCAT10N ROCUML•`NTS Ut'ility.4ssemhly 35W-U-05I7 Revised Apri12D, 202I 331112-5 AOLYVINYL CHLORIbE (PVC) PitESSURE PIPE Page 5 of 8 � 6 7 9 10 11 12 13 1� l5 16 17 i8 19 20 21 22 4) AWWA C9a0 or AWWA C905 S) Seal of testing agency that verified the suitability offhe pipe C. Pressure and Deflection Design l. Pipe design shall be based on trench canciitians and design pressure class specified in the Drawings. Pipe �ha�l be c3esigned according to the methods indicated in AWWA M23 fot• trench construction, using the fallawing parameters: a. Unit Weight of Fill (vv} = l30 pcf b. Live Lvad = AASHT� I-IS 20 c. Trench Depth = 12 feet minimum, or as indicated in Drawings d. Maximum E' = 1,000 m�x e. Deflection Lag Factor = l.n f. Working Fressure {Pw} — 150 psi g. Surge Allowance (PS) = 100 psi minimum li. Test Pressure = 1) No less than 1.25 times the stated working pressure (l87 psi minimum) af the pipeline measured at the highest elevat�on along the test secti4n. 2) No less than 1.5 times the stated working pressure (225 psi minimum} at th� lowest elevation of the test sectian. i. Maxir►�um Calculated Deflection = 3 percent j. Restrained 3oint Safi�tiy Factoi• (SF) � 1.5 k. Maximum Joint Deflection = 50 percenit of the manufacturer's recommendations. 23 2. Verify trench depths after existing utilities are locaied. 2A� a. Accommadate vertical alignment changes required bscause of existing utility or 25 other conflicts by an appropria�e change in pipe design depth. 2G b. I�x no. case shall pipe be installed deeper than its design allows. 27 3. Provisions for Thrust 28 a. Thrusts at bends, tees, plugs or other fittings shall be t�echanically restrained 29 joinis when required by the Drawings. 30 b. No thrust ��est�aint contrihution shall be allowed for the restrained length of 31 pipe within the casing. 32 c. Restrained joints, where required, shall be used for a sufficient distance from 33 each side of the bend, tee, plug, valve, or o#I�er fitting to resist thrust which will 34 be de�eloped at the design pressure of the pipe. For the purpose ofthrust the 35 foIlawing shall apply: 36 1) Calculate vaives as dead ends. 37 2) Design pressure shall be greater than the pressure class of the pipe or the 38 internal pressure (P;), whiche�er is greater. 39 3} Restrained joints shall consist of approved mechanical restrained o�• push� 40 on restrained joints as ljsted in the City's Standard Producfs List as shown 41 in Section U1 60 OD. 42 4) Rastrained PVC pipe is not allowed for pip� greater than I2 inches. 43 d. The Pipe Manufacturer shall verify the length af pipe with res�rained joints to 44 resist thrust in accocdanee with the Drawings and the followizig: 45 I) Caiculate the weigh� of the earth (We} as the weight of the projected soil 46 prism abo�e the pipe, for unsaturated sozl conditions. 47 2} Soil density = 115 pcf (maximum value to be used), for unsafizrate.d soil 48 conditions Gl'I'Y OF FORT WDRTH Norlh Tarrant �xpr'ess 5egirre�t 3C STANDARD CONSTRUC7'IOAi SPECIFICATION DOCiT1WENT5 Uiility Asse»tbly 35A�-t1-0517 Revised April 20, 2D21 33 I1 l2-G POLYVINYL CHLdRIDE (PVC) PRE,SSUR� P.IPE Page 6 of 8 1 2 3 4 S b 7 8 9 10 1] 12 13 3) In locations where grou.nd vvater is encountered, reduce th� soil density to its buoyant weight for the backfill below the water table. a} R�duce the coefficient of friction to 0.25. 4. Jaints a. �oints shall be gasket, bell and spigot and push-on type conforming ta ASTM D3I39. b. Since each pipe manufacturer has a different d.esign fnr push-on joints, gaskets shal] ba part of a complete pipe s�ction and purchased as such. c. Lubricant must ba nai�-toxic and NSF appro�ed for potable water applications. d. Push-On Restrained Joints shall only be as appro�ed in the Standard Products List in Section O1 6D 00. S. Detectable Mark�rs a. Provide detectable markers in accardance with Section 33 OS 26. 14 2.3 ACCESSQRiES [NOT USED] i5 2.4 SOURCE QUALITY CONTROL [1�iOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS �1VOT USED] 1 S 3.2 EXANIINATION [NOT USED] 19 3.3 PREPARATION rNOT USED] 2� 21 22 23 24 25 2G 27 ( 28 29 30 31 32 33 34 35 36 37 38 39 3.4 INSTALLATI�N A. GeneraI 1, Install pipe, fittings, specials and appurtenances as speci�ed herein, as specified in AWWA C600, AWWA C605, AWWA M23 and in accardance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and baekfill trenches in accardance with Section 33 05 10. 4. Embed PVC Pressure Pipe in accordance with Section 33 05 1 Q. 4 i� �� cF]Y� L � Y" .. T.� .. � B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care io avoid damage. a. Inspect each joint of pipe and reject oj• repair any damaged pipe prior to lowering into the t�•ench. b. Use only nylon ropes, slings or other lifting de�ices that wil] not damage the surface of the pipe for handling the pipe. 3. At the clase of each operating day: a. Keep the pipe clean and free oi debris, dirt, animals and h•ash — during ar�d aftar the laying op�ration. b. Ef�'�ctiively seal the open end of the pipe using a gasketed night cap. C1TY OF FORT WORTH STANDARD CONSTRUCTION SYECIFICATION DOCUMEN7'S Revised April 2Q, 202] Nor•!h Tar��•ant �xpress Segment 3C L1tility.4sseynGly 35W-U-0517 33 11 12 - 7 POLYVINY`L CHLORIDE(PVC} FRESSURE PIPE Page 7 of 8 , /I 36 37 ,� 38 C. Joint Making 1. MechanicalJoints a. In aceordance with Section 33 11 11. 2. Push-on Joints a. Install Push-On joinis as defin�d in AWWA C9Q0 and AWWA G905. b. Wipe clean the gasket sea# inside the bell of all extraneous matter. a. Place fhe gasket in the bel! in the position prescribed by the manufacturer. ci. Apply a thin film of non-toxic vegetable soap lubricant to the insic�e of the gasket and the outside af the spigat prior to entering fhe spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut to conform ta AWWA C60S. 3. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions,. or ta meet the line5 and grades shown in the Drawings. b. Joint deflection shall not axceed Sp percent of the manufactarer's recommendation. 1 � 3 4 5 6 7 8 9 l0 11 l2 13 14 1S 16 D. Detectable Metallic Tape Installation 1. See Section 33 0� 26. 17 18 l9 3.� REPA1R/ItESTORATION [NOT USED] 20 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD Co�] SITE QiTALITY CONTROL A. Patabje Water Mains 1. Cleaning, C�151rii8Ctii017, hydrostatic testing, and bacteriological testing af water mains: a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as speci�ed in Seetion 33 04 �D. 21 22 23 za 25 26 27 � ..... ..... . 2$ L— E.,,.a r�:..,...:. •r�„f,..,i.,L.., rr'f ��l�vl �,,...,o..t;�. � 29 " •� _n �. ,-r,� � . �: _ . ,..� ,r 30 3.8 SYSTEM STARTUP [NOT USED] 3] 3.9 ADJUSTING [NOT USED] 3.�0 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 34 3.1� PROTECTION [NOT USED] 35 3.13 MAINTENANCE [NOT USED] 3.14 ATTACIiN1ENTS [NOT USED] END OF SECTI�N CITY OF' FORT VJORTH STANDARD CONSTRUCTIOAI SPECII�ICATIO%I DOCUIv1ENT5 Revised April 20, 2021 e4�. F - �f� i- ''� � 5 � Norfh Tarran! Expi'ess 5eg1�en13C UliliPy rlssernhly 35W-U-0517 3311 12-8 POLYVINYL CHLORIDE {PVC) PRESSUF�E PIFE Page 8 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.C.I and 3.4.C.3 —revised maximum joint deflection requirements ]2/20/2012 D,Johnson 3.4.C.1— Added reference to Ductile iron Fittings 3.4.D — Removed Marker Balls 1.1 Modified acce�table range for specification from up to 24-inch to up tn 36-inch Change Section 2.2 B, 5. from '1'he pipe maierial shall be PVC, meeting the requirements of ASTM D1784, with a cell classifieation of I��SSr�-�r." to 4/1/2013 F. Griffin "The pipe material shaIl be PVC, meeting the requirements af ASTM D1784, with a cell classification of I?-a5<I '. C1TY OF FORT WQRTH No1•th Tar•1•ant Expt•ess 5egnten13C STAN�ARD CONSTRLTCTIOt�! SPECIFICATION DpCUMENTS U�ility Assembly 35W-[I-OS17 Revised Apri12Q 2021 331210-1 WATER S�RViCE� 1-INCH TO 2-I3�ICH Page 1 of 17 SECTIOl�T 33 1� 1Q WATER SERVICES 1-1NCH TO 2-INCH PART 1- GENERAI_, 1.1 SUMMARY A. Section Includes: 1. Lead-free 1-inch to 2-inch watez service lines from the water main to the right-of- vu�ay, fittings and watez� rrieter boxes corr�plete in plaee, as shown on tlae Dxawings, directed by the Engineer, and specified herein fox: a. New Watar Service b, Nevv Water Service (Bared) c. Water Meter Service Relocate d. Private Water Service B. Deviations from this City af Fort Worth Standard Specificatian 1. None. C. Products Insfalled but not Fu�-it�.ished Under this Section 1. Water meters for variaus sizes D. Related Specification Sections include, but are not nece�sarily limited to: I. Di�ision 0— Bidding Requirements, Contract Forms and Conditians of the Contract 2. Division 1— Generai Requirements 3. Sectian 33 Q4 �0 — Cleaning and Acceptance 'Festi�:g af Water Mains 4. Secrian 33 OS 1 Q— Utility Trench E�cavation, Embedment and Backfill 5. Section 33 12 25 — Connection to Existang Water Mains 1.� PRICE APiD PAYMENT PROCEDURES A. Measurement and Payment l . New Water Service a. Measurement 1) Measurennent for this Item shall be per each new "Water Service" complete iu place from the tap of the main to the installation of the �neter bax and associated appurtenances where the service line is installed by open cut constructian. b. Payment 1) The work perFormed and rnater�als furnished in accordance with this Item anc� me.asured as provided under "Measurement" will be paid for at t�e unit price bid per eaeh "Water Service" installsd for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data. 3) Tapping saddle 4) Corporatian stop 5) Curb stop CITY QF FpR'T WORTH North Tarv•atrl Express �egrnen� 3C STANDARD CONSTRUCTI�N SPECIFICATdON DOCUMENTS U1ilily Assembly 35YY-U-0517 Rev'rsed Febivary 14, 2017 33 12 ]0 - 2 WATER SERVICE3 l-iNCH TQ 2-F3VCH Page 2 of l7 6) Fittings 7) Service line instaIled by open cut 8) Connection to meter 9} Meter Box and Lid 10) Pavement ret�.oval 1 I ) Excavation 12) Hauliz�g 13) Disposal of excess material 14) Surface Restaration assQciated r�vith Meter Box installation and connection, excluding grass (seeding, sodding or hydra-mulch paid separately} 15) Clean-up 16) Disinfection 17) Testing 2. New Bared Wa�er Service a. Measurement 1) Measuremeni for this Item shall be per each new Water Service complete in place frozn the tap af the main ta the installation of the mat�r bo� and associated appurtenances where the �service line is installed by trenchless method. � c. Payment 1) The work perfarmed and materials furnished in aceordance wi�h this Item aisd �neasu�•ed as provided undei- "Measurement" will be paid for at the unit price hid per each `Bored Water Seivica" installed for: a) Various sizes The price bid shall include: 1) Subn�.itting product data 2) Tapping saddle 3) Corporation stop 4) C�rb stop 5) Fittings b) Se�vice line installed by trenchless method 7) Connection to meter 8) Meter Box and Lid 9) Pavement remaval 14} Exca�ation 11) Hauling 12} Disposal of excess material 13) Surface restoration associated with Meter Box installation and connection, excluding grass (seeding, sodding nr hydro-mulch paid separately} 14} Clean-up 15) Disinfection 16} Testing 3. Water Meker Service Reconnect a. Measurement 1) Measuxement for this Item shall be per each V§�ater Meter Service Reconnect eomplete in place iram public service line eonnection to private ser�ice Iin� connection. b. 1'ayment CI7'Y OF FOiiT WORTH Nol�fit Tarranl Eapress Segmen� 3C STANDARD CONSTRUCTION SAECIFICAT'ION DOCUMENTS U�itily Assembly 354Y-U-D517 Revised Febevary l4, 2fl17 331210-3 WATBR SERVICES 1-INCH TO 2-INCH Page 3 af 17 1) The work perfarmed in conjunction vvith relocatioa� of the meter, associated private service line, fittings and meter bax 5 feet or less in any direction frono centerline of existing meEer location and the materials furnished in accordance with this It�m wiIl be paici %r at the unit price bid per each "Water Meter Service, ReconnectiQn" installed for: a) Various size of services c. The price bid shall inelude: 1 } Privat� service lina 2) Fittzngs 3) Private connection to water meter 4) Connection to axisting private sezvice line 5) Cut and crimp of existing service 6) Removal and Disposal or Salvage of existing 2-inch ar smaller water met�r, as direct�d i�y City 7} Pavement removal 8) Excavation 9) Hauling 10} Disposal of excess material 11) Surface resioration �or area disturbed for installation of ineter box, excluding grass {seeding, sadding or hydro-mulch paid s�parately) 12) Clean-up 13) Cleaning 14) Disinfeetion 15} Testing 4. Private Water Service Relocatioxt a. Measurement 1) Measure�►ent for this Item shall be per linear faot of Private Service relocation complete in place fro�n the meter box to a connection ta the e�sting service line on private property. b. Payment 1} The t�vork pexformed in conjunetion with Pri�ate Sarvice Line installation where the meter and meter boxes are rr►oved more than 5 feet in any direction fram centerline of existing meter location and materials furnish�d in accordaxrce with the Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Privaie Wa�er Service" perfortned for: a) Various service sizes c. The price bid shall include: 1) Obtaining appropriate permit 2) Obtaining Right of Entry 3} Submitting product data 4} Private serviee line 5) Fittings 6) Backflow pre�enter, check valve, and isolatian valve relocation, if applicable 7) Connection ta existing private service line 8) Pavement remaval and replacemez�t 9) Excavation 10) Hauling 11) Dispasal of excess material CITY OF FORT WORTH Nor11� Tarrant F�press Segrxer�d 3C STANAARI] C4NSTRLICTION SPECIFICATION DOCUMENTS U[iltty AssemGly 35W-U-0517 Revised February 14, 2019 33 l2 10 - 4 WATER SERVICES 1-INCH TO 2-INCH Page +� of 17 12} Surface restoration, excludin.g grass (s�eding, sodding or hydz'o-mulch paid separately) 13} Clean-up 1�} Clean.ing 1 S) Disinfection 16) Testing 1.3 REFERENCES A. Definitions 1. New Service a. Insiallation of new I-inch #0 2-inch Water Service Line by open c�zt constructi.on from the water main to the rigktt-of-vcray, including corporatian stop, curb stap, fittings and v�rater meter boxes complete in place, as shown an the Dravvin�s. 2. New Service (Bored) a. Installation of new 1-inc� to 2-inch Water Serviee Line by trenchlass construction m�;thod from the water main to the right-af-way, including corpogatian stop, curb stap, fittings and water meter boxes completie in place, as shown on the Drawings. 3. Meter Service Reconnection a. Relocation and reconneetion of the private service line from an existing meter to be abandaned and a ncw meter installed tk�at lies within 5 feet of the existing meter. 4. Private Ser�ice Relocation a. Relocation and reconnection of private ser�ice line behind the water meter where the e�isting meter to be abandoned and the new meter installed rs greater than S feet of the cxisting meter, A licensed plum�er is required ta reloeate the private serviee. 5. Lead-free a. Lead-free pipes and plumhing fittings and fzxtuares shall contain less than 0,25 percent lead in accardance vvith the reduction of Lead in Drinking Water Act (P,L. 111-380). B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference skandard publish�d at the tiine of the latest rerrision ciate logged at the end of this 5pecification, unless a date is specifically cited. 2. ASTM International (ASTM): a. A4&, Standard Specification for Gray Iron Castings. b. A536, Standard Specifieation far Ductile Iron Castings. c. B88, Standard Speci�cation for Seamless Copper Water Tuhe, d. B98, Standard Specif catian for Copper-Si�icon Alloy Rod, Bar and Shapes, e. C131, Standard Speciiication for Resistanca to Degradation af Small-Siz� Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. f. C 150, Standard Speeificatian for Partland Cement. g. C33Q, Stan:dard Speeifiea�ion for Lightweig�t Aggregates for Structural Concrete. h. C857 (RL}, Standard Practice for M�um Structural Design Loading for Underground Precast Coneraie Utility Structures CTTY OF FORT WflRTH Norlh Tarrarit �xpress Seglnent 3C STANDAR[7 CONSTAUCT{ON SPECIFICATION DOCUMENTS Ucdli[y �4ssemhly 35W-U-0517 Revised Februaty 14, 2017 33121U-S WATER SERVICES I-INCH TO 2-INCH Page 5 of 17 i. D883, Standard Terminology Relating to Plastics. j. DI693, Standard Test Method for Envi�ronnaental Stress-Cracking of Ethylene Plastics 3. American Water Works Association (AWVVA}: a. C700, Cold-Water Meters - Displacement Type, Bronze Main Case. b. C800, Underground Service Line Valves and Fittings. 4. NSF �t�rnational (NSF): a. 61, Drinking Water System Components - Health Effects. 5. Rednction of Lead in Dz•inking Water Act a. Public Law 111�380 {P.L. 111-38Q} 6. Gen.eral Services Administration (GSA}: a. RR-�'-621E, Frames, Co�ers, Graiings, Steps, Sump and Catch Basin, Manhole 1.�4 ADMIN�STRATIVE REQUIREMENTS A. Scheduling 1. Provide advance ndtice for service interruptions and meet requsrernents of Division 0 and Division 1. 1.� SUBMITTALS A. 5ubmittals shall be in accorda�ce with Section O1 33 Od. B. All submittals shall be approved by the City prior to d�livery, 1.b ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Product Data, if applicable: 1. Tapping �addle 2. Cozporation stop 3. Curb Stop 4. Service Line 5. Meter Box 6. Meter Box Lid B. Certificates and Test Reports 1. Priar to shipme�t of any Water S�rvice components, the manufacturer shaI1 submit the following: a. A Certificate of Adequacy of Design stating that the components to be furnished camply with all regulatory xequiremen�s identified in this Section including: 1) The Reduction of Lead in Drinking Water Act (P.L. I 11-380) 2) AWWA C800 3) NSF 61 1.7 CLOSEOUT SUBIV�ITTALS [NOT USED] 1.8 MAINTENANCE MATEItiAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSUR.ANCE A. Qualiiications C1TY OF FQRT WqRT�I Nw 11� T�rrnh1 Farpress Segnre�l3C STANDARD CONSTRUCTION SPEGIFICATION DOCUMEN'iS UlilityRssemb�y35W-U-OS17 Revised Fe6ivary 14, 2�.17 331210-6 WATER SERVECES 1-[N�H TQ 2-[NCH Page 6 oF 17 1, Manufacturers a. Water Seivices shall meet or exceed the latest re�isions of AWWA C800, NSF &1, the Reduction of Lead in Drinking Water Act anc� shali meet ar exceed the requiremen.ts of tbis Specification. 1.10 DELIVERY, STORAGE, .A,ND HANDLING A. Storage and Handling Requzrernents 1, Protect aIl parts such that no damag� or d�terioration will occut• during a prolonged delay frozn the time nf shipment until ins#allation is cornpleted and the units and equipment are ready far aperation. 2. Protect aIl equipment and parts against any damage during. a prolonged period at ihe site. 3. Prevent plastic and si.zn.ilar brittl� items from being directly exposed to sunlight or extremes in temperature. �. �ecure and maintain a location to store the material in accordance rvith Section O1 66 00. 1.l I FIELD [SITE] CONDITIONS jNOT U�ED] 1.12 WARRANTY [NOT IISED] PAR.T 2 - PRODUCTS 2.1 OWNERWFURNI�HED PRODUCTS A. Watcr meiers for various sizes 2.� EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturexs as listed on the City's Standard Products List will be considered as shown in Section O I 60 Q0. a. The manufacturer must comply with this Specificatioil and z-elated Sections. 2. Any praduct that is no# listed on the Standard Products List is considered a substitution an.d shall be submi�ted in accordanee with Se�tion O1 25 00. 3. The Water Serviees an.d appurtenances shall be new and the product of a manufacturer ragularly engaged in the znanufacturing of Water Services and appurtenances having similar service and size. B. DescriptiQn Regulatory Requirements a. All �unaterials shaII conform to the Redaction of Lead in Drinking Wat�r Act (P.L. 111-384), This Act de�nes "Lead�free" for pipes and oiher appurtenances ta be less than 0.25 percent lead. b. Water Services shall meet or �xceed the latest rev�sion.s of AWWA C800 and shall meet or exceed the requirenaents of this Specification. c. All Water Services components in contact with potable water shatl cvnform to the reguirements af NSF 6l . C. MaterialslDesign Criteria CITY OF FORT WaRTH Noytl� Tarranl �;apress 5eg»ten13C STAN�ARD CQNSTRUCTIQN SPECIFICATION DOCUM�NTS Utility �tssernbly 35W U-0317 Revised Feb�uary 14, 2017 33 l2 10 - 7 WATER SERVICES 1-INCH TO 2-INCIi Page 7 aF 17 1. Service Lines a. Provide Type K Copper Tubing per ASTM B88. b. Furnish in the annealec� condiiions, unless otherwise speci#"ied in the Cantract Documents. 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing vvith thread dimensions per AWWA C800 2} Provide coupling nuts with a machined bearing sl�irt of a length equal to the tubing auter diarneter (O.D.). b. Provide with hexagonal wrench grip compatibl� with the coupling size. c. Provide lead-iree service couplings in accordance with the Reduction of Lead in Drinkang VVaier Act. 3. Corporation s�ops a. Pravide brass castings per AWWA C800 for: 1) Bodies 2) Plugs 3) D washers 4) Bottam nuts b. Machizung and Finishing of Surfaces 1) Provide 1 3/ inch per foot or 0.1458 inch per i.nch � O.Q07 inch per inch taper of the seating surfaces for the icey and body. 2) Reduce large end of tha tapered suxface of the key in diameter by chamfer or turning for a distance that will bring the largest end of the seating surface of tha key into the Iargest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the sma�l end. 4} Extend small end of the key there-through ta prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key, key nut and washer such that if the lcey nut is tightened to fai�lure point, the stem end of the key skall nnt fracture. 6} Design nut and stem ta withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure iu any manner. 7) Port through corporatzon stop shall be full size to eliminate turbulence in the flovv way. 8) Design stop for rotation about the axis of the flow passageway inside the following. minimum cizeles in arder to properly clear the tapping machine: a) Two 7/S-inc�h for 1-inch corporation stops h) Foux iS/16-inch For 1'/� -inch and 2-inch corparatioz� stops a Provide lead-free corporation stops in accordance with the Reduction of Lead in Drinking Water Act. 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type, or 3) Ball type c. Iucorporate full f�ow porting. d. Provide for fu11360 degree plug rotation clockwise or counter-clockwise. e. Overall Length CiTY OF FORT WORT�3 Narth Tarrant �'xpress Segmenl3C STANI7.ARD CONSTRLlCTION SPECIFICATIO]V DOCUMENTS Utility Assembly 35W-U-0517 Revised Fe6tvary 14, 2017 33 i2 io - a WATER S�RVICES 1-]NCFi TO 2-IIVCH Page 8 of I7 1) 3-5/l6 inch + I/8 inch far I-inch diameter 2) 4-1/32 inch + 9.32 for 1-inch diameter f. CyIindrical Plug Type 1) Provide O-ring seal at top and bottam. a) �-ring at top only is acceptable if bottom of curb stap body is closed. 2} Seals shall be Buna N. 3} 1 O-ring seal shall sunround the outle.t part af the curb stop and act to effectively seal in the closed position. 4} The port in the plug shaZl provide a straight thraugh, full siza flow t�vay, so shaped as to eluninate turhulence. 5) AlI waterways shall be smooth and free af burrs or rough az�eas. 6) Design the curb stop to provide ease and accuracy of aperation and positive shut-aff o�'water. g. Tapered Plug Type 1) Pravide 0-ring seal at top and bottom. 2) The tapered pIug and cylindrieal recess in the valve body shall be machined to nnatch within appraved zn�anufacturing tolerances. 3) Inlet and outlet pe�rts shall i�e sealed by O-rings or combitiation Teflon U- shaped seal rings backed with O-rings. �) The port zn the plug shall provide a straig�t through, full size flow wa�, so shaped as ta eliminate turbulence. S} All waterways shall be smooth and fr�e of burrs or rough areas. 6} Design the curb stop to provide ease and aceurac� of operation and positive slaut-off nf water. h. Ball Plug Type I) Prnvide double O-ring seals an the stem, 2) The ball sha11 seal against r�bber rings mounted in the valve bady at the inlet and outlet ports, 3) 'The �iall shall be branze with a smooth Teflon coating. 4) The port in; the plug shall provide a straight ihrough, full size flow �vay, so shaped as to eliminate turbulence. 5} All wate:rwa�+s shall be smooth and free of burrs or rou.gh areas. z. Provide lead-free curb sto�s in accordanee with th� Reduction of Lead in Drinking V4rater Act. 5. Straight Adapters a. Brass castings and threads per AWWA C800 b. Provide lead-free straight adapters in accordance with the Reduction �f Lead in Drinking Watex Act. 6. Three Part Copper Unions a. Brass castings and threads per AWWA C800 b. Pravide lead-free Three Part Capper Unions it�, accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass castings per AWWA CS00 b. Threads per AWWA C700 c, Tailpiece with outside iron pipe �hread d. Chamfer corners on threaded end of ineter nut. e. Machine inside and outside of tailpiece. G1TY OF FDRT WORTH NorlJ� Taara�7t Express Segme�rl 3C STANDAR� GONSTRUC�`]ON SPEGIFICATION UOCUMEAITS iltilily Assembly 35W-U-0517 Revised Febivary 14, 2017 33 ]2 10 - 9 WATER SERVICES 1-INCH TO 2-1NCH Page 9 oF 17 £ Pravide lead-free Straight Me#.er Couplings in accordat�ce with the Reductxon of Lead in Drinking Water Act. 8. Branch Connections a. Brass castings per AWWA C800 b. Tniet ar�d ouilet connections per AWWA C800 c. Provide lead-iree branch co�anections in accardance with the Reduction of Lead zza D�inking Water Act. 9. Serviee Saddles a. Casiings 1) Brass or Nylon coated ductile iron castirngs per AWWA C8Q0 2} Free of porosity with sharp edges remo�ted 3) S�ddle a} �or�rn to fit £'�rtnly against side of maximum diameter of water main with approximately 1$0 degrees wrap around. 4) Outlet a) Design outlet boss for no thread distortion by hending moments. b) Tapped for taper threaded corporation stop c�nforming to AWWA csao. b. Straps I} Cvnfarm ta ASTM B9S. 2} Form flat to fit u$ifarn�ly against the wall of the water main. 3} Shall be double straps 4} Rod diameter not less than 5/8 inch flattened to 1 in�h on ane side. 5) �traps shall be thread�d 518 inch (11-NC-2A) for a distance such that 1/z inch remains after clamp is fully tightened on the pipe. 6) Chamfer strap ends ta protect the starting threads. 7) The threads shall be full and fr�e from shear, $) �4-ineh and Iarger pipe sha11 be in accordance with Section 33 12 25. c. Nuts 1 } Brar�ze material a) Same mat�rial as straps 2) Dimensions equal ta ar larger thari heavy hexagon n�ts 3} Tapped 5/8 inch (11 NG2B) d, Gaskets 1) Neoprene rubber material 2) Cemented to saddle and positioned to facilitate installation 10. Brass Flanged Angle Valve a. Far I'/2-inah and 2-inch sarvices b. Brass castings per AWWA C8Q0 c. Valve Body with in�egral outlet flat�ge and inlet wrenching flat d. �it togeiher key and body by turning key and rearning body 1) Key with Q-ring seal seaf at the upper end 2) Lap key and body seat are tn conform to corporation stop requirements of this Specification. 3) The outlet flange shall contain an �-ring seat or a uniform flat drop-in flaiige gasket surface. 4) Drop-in flange gasket surface shall contain gasket retaining grooves milled ciarcular abaut the axis of the flange. CITY OF FORT WORTH Nortlt Tai•rartl Fxpress Seg��erri 3C STANDARD CONSTRLICTION SPECIFICATION DOCUMENTS Utrltry Assembly 35W-U 0517 Revised Fehruary i4, 2017 33 �2 ia- �o WATER SSRVICES 1-ITdCH TO 2-iNCH Page 10 of 17 5} The size vf the outle� flange and the diameter and spacing of the bolt holes shall confarm to AWWA C700, 6} The flange on Z-inch angle valves shall be double drilled ta permit connec#ion to 1 %z -inch meters. 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe t.hread. 8) The key cap shall include a wrenching tee marked with a raised ar recessed arraw to show v�hether the vaive is open or closed. 9) Valve Assembly (anain body, key, key cap) a) Brass material per AWWA C800 �) 0-ring seal an the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching ta the key by means of a strong bronze pin with phosphor bronze spring washer(s} depressed between the key cap and the top of the val�e main body. d) Pravide with padlock wings for locking the valve in the closed position. e) There shall be a uniform application �f cold water val�� grease between the body aud the key. �} The valve shall be capable of being easily opened and stopping lugs. g) The waterway t�rough the valve shall be smooth and rounded for rninimnm pressure loss, and shall be free o.f buirs �r iins. h) The valve shaIl be sirang, well designed, neat in appearance, water- tight and entirely adeqnate fox the intended purpose. i} �'rovide with either a high quality rubber drop-in gasl�et or an O-ring seal depending an tbe znanufacturer's flange seal surface deszgn choice. e. Pravide lead-free brass tlanged angle valves in accordance with the Reduetion of Lead in Drinking Water Act. 11. Meter Boxes shall: a. Be construeted of; 1) Polymer, black palyethylene material as defined in ASTM D883, a) Minimum wall thicicness of 3/8-inch throughout with no blawing agen#s or foaming glastics b} Bady shall be black throughout, blended at t�e tinie of manufacture, and shall have a molded recycled emblem with a minimum of 35 percent Post Industrial/ Pre Consumer Recycled Cantent- verified with a Leed Product Documentatian. c} Have a tensile strength greater than 1700 pounds per square inch (�si). d) Smoath edges and corners and be iree frorn sharp edges so the unit can be handled safely without gloves. e} �xterior free from seams or parting lines. f� Have crush resistant ribbing along the outside of th� bax, g) Have a flange araund the lid opening ta help prevent settfing and aide in adjustment to grade. h) Nat to be installed in rvadway -- designed to withstand loading in non- deliberate and incidental kraf�'ic only. 2) Concrete a) Frame of No. 6 gauge wire welded clased b) Type I or Type II Portland cement, in accvrdance with ASTM C15Q, portioned with lightweight aggregate, in accordance with ASTM C330 (1) Percentage of wear not ta excead 40 per ASTM C131 (2) Mzz�a�mum 28 day compressive strength of 3,000 p.si C1TX OF FORT WOATH 1VortJi Tarrant Eapress Segtneial3C STAIVDARD CpNSTRUCT]ON SPECIFICATI0�1 �OCUMENTS iltility Assembfy 35W-U-0517 Revi5ed Febil�ary 14, 2p 17 331210-I1 WATER SERVICES l-WCH TO 2-INCH Fage 1 i of ] 7 b. Be able to withstand a minimum 15,004 pouncis vertacal laad c. Withstand a minimum 4C}0 pounds sidewail Ioad. d. Have pipe holes measuring a minimum of 2-112" x 3-114". e. 1-ineh Standarc� Meter �ox (Class A) 1) F�r use with services utilizing 5l8-inch x 3/a-inch, 3/-inch or I-inch rneter Sing3e or Dual service meter. 2) Polymer a) Size: working of not less than 1 Q inches x 16 inches, 12 inches kugh 3} Concrete a) Size: working area not less than 10-inches x 16-inches, 12 inches high f. 2-inch Standard Meter Box (Class C) 1) For use with sezvices utilizing 1-1/2-inch or 2-inch Single service rneter. 2) Polymer a) Size: working area not less tlaan 14-inches x 28-inches, 12 inches hig�. 3) Concrete a} Size: working area not less than 15-inches x 26-1/2-inc�es, l2 inches high g. Bullhead Standard Metex Box (Class B) 1) For use with servzces utilizing two 518-inch x 3/a-inch ar'1�-inch or 1-inch Single service meter. 2) Polymer a) Size: working area ndt less than 15-inches x 18-inches, 12 inches high 3} Conerete a) Size: working axea not less than 15-inches x 18-inches, 12 inches high 12. Meter Bax Lid a. M�ter Box Lids Shall: 1) Be solid thraughout with reiuforcing ribs. 2) Have City af Fort Wortl� `Molly' logo molded into the 1id. 3) Bear tl�e Manufacturer's IS (name or logo} and Caun#ry ofOrigin. 4) Be dessgned both with and without AMI receptacles S} Ha�e a mnlded tread-plate 6) Seat securely and evenly inside the m�ter box and shall nat overlap the top edge of the meter box. 7) Ha�e a molded pick bar far u.se by meter reading tool. 8) Have Automated Meter Tnfrastructure (AMI) snap locking slide mounts for numbex of ineterslendgoints associat�d with meter box 9) Have an opening to accept the AMI end-point. Opening shall acconanaodate an endpoint with a 1-7/8 inches diameier. 10) Have recessed AMI end point area,. to alleviate a trip hazard, cent�red over AMI slide mount. Recess area should be �4-1/2 inches in diasnet�r and 318" deep. 11 } Have built-in anti-flotation devices. b. Cast Iron ar Ductile Iron 1) Lids for Concreie M�ter Bnxes shall be canstructed out of a. east iron and meet RRF-62I specification. 2) S�all withstand a minimum vertical load of 15,000 pounds 3) Coat castings with a bituminous emulsifed asphajt unless okherwise specified in the Cantract Documenis, ground smooth, and cleaned with shot blasting, to get a uniform quality &ee from strengkh defecis and distortions. CITY OF FORT WUIZTH No�11i Ta�raitt Express Segtneirt 3G STANDARD CONSTRUCTION SPECIFIGATION DOCUMENTS U1ilily rtssem8ly 35W-U-OSl7 Revised FebivaGy la, 2U17 33121D-12 WATER Sfii�VICES ] -INCH TO 2-INCH Page l2 vf 17 �} Dimensions shall be vcrithin industry standards of �1/16 znch per font, 5) Shall have a plug inserted in to the AMI receptacle io avoid water entering through opening until the AMI recegfacle is used 6) Be a min.imum of 1-3/4 in.ches thick at reinforcing ribs, 7) Casting vveights may vary f5 percent from drawing weight per indus�ry standards. c. Plastic(Cnmposite} 1 } The lid sha11 ; a) Constructed of Engineered Plastic as defined in ASTM D$83 (1) Have a molded recycled err�bleFn with a minimnm of SO percent Post Consuzx�.er Recyclad and 50 percent Post Industrzal/ Pre Consuxner Recycled Content- vex�aified with a Leed Product Documentation. {2) Be designed to fit a cancrete bax/cast iron box in retrofit ivastallations. {3) Have a tensile strength great�r than 174U psi. (4) Have a`knock-out" plug to accept t��e AMI end- point. Knock-out diameter shaII be 1-7/8 inch diameter. A remo�able plug may be substituted for the knoek-aut plug. (5) Be constructed out of a composite material blend for maximurn durability and corroszon resistance, (6) Be black throughout with no blowing agents or foaming plastics (7) 5mooth edges and corners arid be free from shacp edges so the unit can b.e handled safely withou� gloves. (S} Exterior free from seams or parting lines. (9} Have a molded tread�pattezn- tread dimensions shall be .188-incl� x .938-ixzch x .150-inch deep. (10) Have "City of Fort Warth" molded into the lid. (11) Have "Water Meter" �nolded inta the 1id- Font shall be standard Fadal CNC font with 1-inch characters x.I50-inch deep. (12) Have a molded pick hole pocket- dimensions shall be 3�inch x 9/16-inch x Thru Hole with 3/16-inch 304 stainless steel rod. (13) HaVe 2 pieees of'/a-inch rebar located in lid pockets far locatability as shown in Drawings, (14) Have lacation capability �sing znetal detector. b) Domestic Manufacture Only-Made in USA molded on Lid. c) Not to be installed in roadway or parking area d) Be designed to withstand H-1 O laading f'or non-deliberate and incidental h•affic only as . e) Have ultraviolet pratection. 2) 1-inch Standard Plastic Meter Box Lid (C1ass A) a) For use with services Utilizing 5/8-inch x'/a-inch, 3/a-inch or 1-inch meter Single or Dual service meter, b) Size: 11-7/8-inch x 17-7/8-ineh, 1-1l2 inches high c) �'or use with Class A Standard Meter Box. d) Poly�aaer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 3) 2-inch Standard Plastic Meter Box Lid (Class C) a) For use with services utilizing 1-1/2-inch or 2-inch Single service meter. CITY OF' FORT WQRTH North 7`arranl E'xp+•ess Segtnen! 3C STANDARD CONSTRUCTIaN SPEGIFIGATION DOCUMENTS Ildiltry Assern6ly 3SW-U-0517 Ravised Fehivary 14,20l7 33 l2 10 - 13 WATER SSRVICP.S 1-INCH TO 2-INCH Page l3 of 17 b} Siz� 27-inches x 15-1f4-inches, 1-7/8 inches high c) For use with Class C Standard Meter Bo�c. d) Polyrner Iid sl�all seat evenly inside meter box and shall not overlap the top edge of the meter box. 4) Bullhead Standard Plastic Meter Box Lid (Class B) a) For use with services utilizing two 5/$-inch x%a-incIa or 3/a-inch or 1- inch Single service meter: b} Size: 16-5/8-inch x 14-5/8-inch, 1-3/�4 inches high c} For use with Class B Standard Meter Box, d) Polymer lid shall seat evenly inside n�:eter box and shalj not overlap the top edge of tlae nr�eter bax. 13. Horizontal Check Valve a. Equip 1'/z-inch and 2-inch Water Services �vith a�.orizontal c�eck valve, wii� pipe plug, anly if specified in the Drawings. b. If an e�sting backflow preventer is present, the Contractor is to leave it, and is nat required to provide an additional horizontal check valve. c. Prflvide lead-fi�ce horizontal eheck valves in accordance witl� the Reduciion of Lead in Drinlcing Water Act. 14. Service Marker a. 3 inch wide, 5 mil blue vinyI tape 2.3 ACCESS�RIE$ [NOT iT�ED] �.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. At the City's option, tlie manufacturer shall be required to provida certification records showing conformance of materials, design and tasting to these Specifications. 2. The test procedures shall conform to AWWA C&[}�. a. In fihe event that a chosen valve fails the City's hydrostatic t�st, the cost of the test sha11 be at the expex�se of the supplier. b. Proof tesiing of the remainder of the valves shall be at the cost and responsibility of the supplier. c. Tl�ese tests wilI be the basis of acceptance or rejection of th.e remainder of the shipment by the City. 3. The City reserves the right to select products at randam for testing. The failurc: of materials to confarm to the applicable Speeification may result in t�e rejection af the entire shipment. B. Marking 1. Service saddle castings shall b�e cl�arlp marked by letters aud numerals cast thereon showing: a. Manufacturer's name h. Type c. Size of Pipe CITY OF FORT WOR7'H Nort)r Tarra,�t Express SegrnenP 3C STANDARD CONSTRUCTION SPECIFICATION DOCUME]�TS Utiliry Asseinbly 35I� U-0517 Revised Fe6ruary 14, 2017 33 l2 ] 0 - l4 WATER SEAVICES 1-INCH TO 2-Ii�TCH Page 14 of l7 PART 3 - EXECUTION 3.1 INSTALLERS A. A licensed plumber is required for instatlatians on the ou�let side of the service nnetex. 3.� EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 IN�TALLATION A. General 1. Install Water Services and appurtenanees in aceordance with AWWA C800. 2. Install Water Service Lines 5£eet north or east nf center of lot frontage on lots 75 %et or wider, or where shown on Drawings. 3. Install Wate� Service Lines on lot center line on lo�s less than 7S �eet wide, unless o�herwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches belQw final grade/proposad top of curb, unless othez-wise specified in the Contrac� Daouments. 5. Perform Ieak tests in accordance with Section 33 04 40. 6. Replace existing %-inch Service Lines with 1-inch new Service Line, tap, and corporation.. 7. rnstalI replaced or relocated services with the service main tap and service line being in line wi�h �he service meter, unless otherwise dzrected by the City. $. Excavate, ennbed and backfill trenches in aecordance with Section 33 OS 10, B. Handling 1. Haul and distribute Se�rvice Lines fittings at the project site and handle with care ta avoid damage. a. Inspect each segmant of Service Line and rejecz or repair any damaged �ipe prior to lowering into the trench, b. Do not handle the pipe in such a way that will damage the pipe. 2. At the close af each operating da�: a. Keep the pipe clean and free of debris, dirt, anirnals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cag. C, Service Line Tnstallation Service Taps a. Only ductile iron pipe may bc directly tapped. b. Install service taps and/or tap assemblies af the speeified size as indicated on the Drawings, or as specified by the Engineer. c. Perform taps on a water system that is either unchar�ed or under pressure. d. Taps consist af: 1) Far Concrete Pxessure Pzpe or Steel Pipe a) Standard internal pipe threaded holes in the pipe walls (1) Made during pipe fabrication {2) Frovide tapered threaded out�et with cc threads fQr up to 2-inch. CITY OF FORT yVORTH Norih Tar•rant Expr•ess Segynenf 3C STAF+IDARD CONSTRUCTION SP�CIFjCATION DOCUME�TS Utiliry,4ssemb1y356Y-U-OS17 Revised February 14,2017 331210-i5 WATER SERVICES 1-INGH TO 2-II�ICH Page l5 0£ 17 {3) Provide flange outlet with flange to thread insulator adaptor kits for 4-inch and larger taps. 2) Other pipe materials a) Bronze service clamp with a seaIed, threacled port thraugh which the pipe wall is drilled to complete a service port e. Tap Assemb.lies 1) Consist of corporation s�op with iron to coppar conneetion attached to: a) Copper tubing tern�inating as shown on the City's Standard Detail b) May be requireci adjacent to gate valves c) Install as shown on the Drawings, or as directed by the Engineer. d) When required, shall b� ineluded in the unit price bid for installing gate valve. 2) Chlori�ation and testing purposes a} No separate payment will be made for taps required far testing and chlarination. 2. Installation of Water 5ervices a. Insiall tap and Serviee Line in aecordance with City Details. b. Instal3 meter bax in aeaordance with City Details. 1) Adjustment af the Service Line to proper meter placemeni height shall be considered as part Qf the Meter Bnx installatinn. 3. Trenching a. Provide a trench width sufficiently wide to allow for 2 inches of granular emhedment on either side of the Service Line. �4. Bared Services. a. Ser�vices shall be bored utilizing a pilot hole having a diam.eter 1/z inch to 3/ inc�es large�r tlaan the Service Line. 5. Arrangement a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and othcr associate appurtenances as shown in th� City Detail, and to the appro�al of the Engineer, 6. Sezvice Mar�Cex a. When Meter Box is not installed immedia�ely subsequent to service installation: 1) Mark Curb Sto.p with a strip of bIue vinyl tape fastened to the end of the sex-vice and extending through the ba�kfill approximately 6 inches above ground at the Meter Box location. b. Installation of service taps only: ]) Attaeh serviee rnarker tape to the coiporation stop or plug and extend upward and normal to the main through the backfill at the adjacent trench edge to at least 6 inches above ground to flag the tap location. 7. Corporation stops a. Fully open corparation stop prior to backfill. D. Removal of E�sting Water Meters 1. Remove, tag and collect existing W ater Service meter for pickup by the City for recnnditinning or replacement. 2. After installation aithe Water Service in the proposed location and receipt of a meter frorri the City inspector, install the meter. C17'Y OF E'ORT WORTH North Tarra�rl Express Segrner�i 3C STAi�lDARD CONSTRUCTIOiQ 5PEC1F1CAT10N DOCLJMENTS Ulility AssemUly 35W-U-0517 Revised February i4, 2017 331210-1b WATER SERVICHS 1-INCI3 TO 2-INCH Page l6 of 17 3. Reset the meter box as necessary to be flush with existing ground or as otherwise directed by the City. 4. All such work on the outlet side of the service meter shall be perforrned by a licensed piumher. 3.� REPAIR / RE�TORATrON [NOT USED] 3.b RE-INSTALLATTON [NOT USED] 3.7 FIELD [oa] SITE QUALITY CONTR�L A. Field Tests and Tnspectio.ns 1. Check each Water Service installation far leaks and full flow through the curb stop at the time the mai�n is tested in aecordance with Section 33 p4 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [N�T USED] 3.10 CLEANING [N�T USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION �NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION C1TY OF FORT WOR7"H Norlh Tarrant Eapress 3egment 3C STANDARD CON5TRUCTEON SPECIFICATION DOCUMSNTS U1ilityAssernbly 35W U 0579 Revised Februa�y 14, 2D17 33 12 k0 - 17 W ATSR SERV ICES 1-INCH TO 2-INCH Page 17 of 17 Re�ision Log DATE NAME SUMn�IARY OF CHANGE Added Blue Text for c{arifi�catian 1.2 A. —�tevision to items included in price bid Specification �nodified to be in accordance with the Reduction �f Lead in Drinking 12/20/2012 D. Johnson Water Act— All materials shall be lead free in accordance with this Act. i,2.A.3 — Water Meter Service RelocaYe �vas renain�d Water Meter Se�vice Recannect 1,6.B. —added eertificatian suhmittals for compliance with regulatflry requirements Added the phrase ', inclttding grass' to lines; Part 1, 1.2.A.I.c.l4, Partl, L2.A.2.ai3, Part I, 1.2.A.2.c.13, Part 1,1.2.A.3.c.11, 2/13/2013 F. C:rif�n Partl, 1.2.A.4.c.11 Added the phrase `and replacement' to linePart 1,1.2,A.4.a7 Revised lines with °including grass' repfacing with `excfuding grass (seeding, �4/2U12� 13 g, �1�'{�n sodding or hydromulching paid separately]' Included in Part l, 1.2, A, ], c, 14; Part 1,1.2, A, 2, c, 13; Part 1, 1.2, A, 3, c, I 1; Part I, I.2, A, 4, 2, 11 5/19/20I3 D. Johnson �•2.A.4.c— Addition of private water service appurtenances relocation to being included in the linear foot rice of rivate water services 11/21/2016 W. Narwoad Require meter box suitable for AMI mater. 2.2,C, 11 & 2.2,C,12 11/21/2016 W. Norwood Require service saddle with double straps. 2.2,C,9,h 21141l7 W. Norwood 7.Z, C, 9.a.3 Remavetable "Fit Con#our of pipe..." 2/14/17 W.1�lorwood 3.4, C, I.d.(2) Remo�e nylon sleeve inserts, require cc threads. CITY OF FORT WORTFI Norfli 7'al•rrrnr Express Segmefi� 3C STANBARUCOAiSTRUCTIOI�i SPECIPICATION DOCIIM�NTS UtiliryRssem6ly35W-[I-OSJ7 Revised Febivary 1�}, 20I7 33 12 29 - 1 RESILIENT 3�ATED (WEDGE) GATE VALVE Page 1 of l0 1 SECTION 33 12 20 2 RESILIENT SEATED (WEDGE) GATE VALVE 3 PART1- GENERAL 4 1.] SUMMARY 5 A. Section Includes: 6 1. Resilient Seated (Wedge) Gate Valves 4-inch through 48-inch for use wiih potable 7 water mains 8 a. 24-inck� azad larger valves may require an integral bypas� 9 B. Deviatians fronn this City of Fort Worth �tandard Specificatzon I O ] . None. 11 I2 13 I4 15 16 C. Related Specification Sections include, but are not necessarily limited to: ], Divisian 0— Bidding Requireinents, Cantract Farms, and Conditions of the Contract 2. Division 1— General Requireza�ents 3. Section 33 11 OS — Bolts, Nuts, and Gaskets 4. �ection 33 11 10 --Dnctile Iron I'ipe 17 1.� PRICE AND PAYMENT PROCEDURES 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measureznent and Paymcnt 1. Gate Valve a. Measurement 1) Measurement for this Item shali be per each. b. Payment 1} Thc wark performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Gate Valve" installed for: a) Various sizes c. The price bid shall include: 1} Furnishing and instaIling Gate Valves with connectzons as sp�cified in the Drawings 2) Valve box 3) E�ensian 4) Extensions far valves in vaults 5) Valve vault az�d appurtenances (for 16-inch a.nd larger gate val�es} 6) Peirolatum taps for connectian.s to steel flanges 7) 2-ineh risers (for 16-ineh and Iarger gate valves} 8) Isolation kits when installed with flanged connections 9) Polyethylene �ncasement 10) Pavement reznoval 11) Excavation 12) Hauling CiTIr OF FOR'�' WORTH Nor•tlr Tarraf�t Fapress Segmen� ,�G STANI?AR17 CONSTRUCTIpN SP�CIFICATIQN DOCUMENTS Utilrty AssemGly 35[3'-U-OS17 Revised December 20, 2012 331220-2 RESILIENT SEATED (WEDGE) C'sATE VALVE Page 2 of 10 � 2 3 4 5 6 7 8 9 10 11 12 13 i4 15 16 17 18 19 20 21 22 23 24 25 2f 27 28 29 30 3I 32 33 34 35 36 37 38 39 13) Disposal of excess material 14) Furnishing, placemeni and eompaction of embedment 15) Fumishing, placement and compaction of backfill 16} Clean-up 17) Cleaning 18} Disinfection 19) Testing 2. Cut-in Gate Valve a. Measurement 1} Measurement far this Item shall be per each. b. Payment 1} The work performed and the materials furnished in accordance with this Itein shall be paid for at the unit price bid pe�• each "Cut-in Gate Valve" installed for: a) Variaus sizes c. The price bid sha13 include: 1) �uraaishing and installing Gate Valves with connections as specified. in the Drawings 2) System dewaiering 3) Connections to existing pipe materials 4) Valve hox 5) Extensian 6) Extensions for valves in vaults 7) Valve vault and appurtenances {for 16-inch and larger gate valves) $} Petrol�tum tape for connections to steel flanges 9} 2-inch risers {far 16-inch and larger gate valves} 10) Isolatian kits when installed with flanged connections I 1) Valve vault and ap�urtenances (for 16-inch and la.rger gate valves) 12) Pnlyethylene encasement 13) Pavement removal 14) Excavation 15} Hauling 16} Disposal of excess material 17} Furnishing, placement and compaction of embedment 18) �'urnishing, placement and compaction of backfiIl 19} Clean-up 20) Cleaning 21 } Disinfection 22) Testing 40 1.3 REFERENCES 41 A. Abbreviations and Acra�yms 42 1. NRS — Non Rising Stem 43 2. OS&Y — Outside Screw and Yoke 44 B. Reference Standards GTTY OF FORT WORTH STANDARD CONSTRl1CT10N SPECIFICATION DOCUMENTS Revised December 20, 20I2 Nord� Tai�ranl Fapr-ess SegmerTl3C Utilily.4sseiMbly 35W-U-0517 33 12 2Q - 3 RESILIENT SEAT�� (W�pGE} GATE VALVE Page 3 of 10 1 2 3 4 5 6 7 S 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2b 27 28 29 30 31 Reference standards cited in this Specifieation refer to the current referenca standard published at the time of the Iatest revision date logged at the end of this �pecification, unless a date is specifically cited, American Associaiian of State Highway and Transpartation Off'zcials (AASHTQ). American 5aciety of Mechanical Engineer� {ASME}: a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125, and 2S0). American Iron and Ste�l Institute (AISI). 5. ASTM International (ASTM): a. A48, Standard Specificatian far Gray Iron Castings. b. A242, Standard Speeification for High-Streng�h Low-A11oy Structural Steel. c. A307, Standard Specification for Carrbon Steel Balts and Studs, 60,000 psi Tensile .Strength. d. A53fi,. Standarci Specifieation for Ductile Iron Castings. e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. £ B633, Standard Specification for Elcctrfldeposited Coatings of Zine an Iron and Steel. b. American Water Works Association (AWWA}: a. C509, Resilient-Seated Gate Valves for Water Supply Service. b. C515, Reduced-Wall, Resilient-Seated Gate Valves for Water Supply Service. c, C550, Protectave Interiar Coatings for Valves and Hydrants. d. C900, Polyvinyl Chloride (PVC) Pressure Pipe and Fabrieated Fittings, 4 IN tkirough 12 IN, far Wat�r Transmission and Distributian. 7. American Water Warks Association/American National Standards Institute (AWWAIANSI): a, C105/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems. b. C 111/A21.1 I, Rubber-Gasket Jaints for Ductile-Iron Pressure Pipe and Fittings. c. C115/A21.15, Flanged Ductile-Iron Pipe with Ductil�-Iron or Gray-Iron T�u'eaded Flanges. $. NSF International {NSF): a, 61, Drinking Water System Camponents - HeaIth Effects. 32 1.4 ADMINISTRATiVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS 34 A. Submittals shall be in aceordance with Sectzon O1 33 00. 35 B. All submit�als shall be approved by the City priar to delivery. 36 1.6 ACTION SUBMITTALSlTNFORMATIONAL SUBMITTALS 37 38 39 40 41 42 43 2. 3, 4. A. Product Data 1. Resilient Seated {Wedg�} Gate Valve noting the pressure rating and coatiz�g system supplied, including: a. Dimensions, weights, material list, and detailed drawings b. Joint type c. Maximum torque recommended by the manufacturer for tb.e valve size 2. Polyethylene encasem�nt and tape CITY OF FOItT WORTH Narflr iarrend �'xpress Segrnent 3C STANDARD CONSTRUC7'lON SPECIFTCATION DOCUMENTB Utility Assembly 35W-U-0517 Revised Deceinber 2D, 2012 33 12 20 - 4 RESILIEi�fT SEATED (WEDGE) GATE VALVE Page 4 of 10 1 2 a. VVhether the film is linear low density or high density cross linked polyethylene b. The thiekness of fhe film provided 3 3. Tkuust Restraint, if required by contract Docuzx�ents 4 a. Retainer glands 5 b. Thrust harne�ses 6 c. Any other means 7 4, Tnstructions far field repair of fusion handed epoxy coating 8 5. Gaskets 9 10 11 12 13 14 15 16 17 18 19 20 21 B. Certificates 1. Furnish an afiidavit eertifying that all Resilient Seated (Wedge} Gate Valves meet the provisions of this Section, each valva meets Specifications, all inspections have heen made az�d that all tests have heen performed in accordance with AWWA CS09 or AW WA C515. 2. Fumish a certificate stating that buried bolts and nuts conform to ASTM B 117. 3. Furnish aifidavit that Resilient Seated (Wedge) Gate Valve manufac�urer has five years experience manufaeturing Resilient Seated Gate Valves af similar service and size with experience record. 4. Fur�ish affidavit that Resilient Seated (Wedge) Gate Valve ma�ufaeturer owns or controls any foreign factory/fou�dry that supplies valve casings and can certify that the Resilient 5eated (Wedge) Gate Valve manufaeturer is in control of quality control at the foreign factorylfoundry. 22 l.i CLOSEOUT SCTBMITTALS [NOT USED] 23 1.S 1V�AINTENANCE MATERiAI� SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE 25 26 27 28 29 30 31 32 33 3A 35 36 37 38 39 4D 4l 42 43 44 A. Qualifications 1. Manuiaetur�rs a. Val�es 16-inch and larger shall be the product vf 1 ma�ufacturer for each proj e.ct. 1) Chang� orders, specials and field changes may be prouided hy a different manufacturer upon City appraval. b. For valves less than 16-inch, valves of each siz� shall be the product of 1 manufacturer, unless approved by the City. 1} Change ardsrs, specials and field changes may he provided by a different manufacturer upon City apgroval. c. Valves shall meei or exce�.d AWWA C509 ar AWWA C515. d. For valves equipped with a bypass, the bypass valve must be of the same rrianufacturer as the main valve. e. Resrliant Seated Gate Valves shall be new. f. Resilient Seated Gate Valve Manufacturer shall not have less than 5 years of successful experience manufacturing nf Resilient Seated Gate Valves of similar ser�ice and size, and indicated or demonstrate an experienca recard that is satisfactary to the Engineer and City. This experience reeord will be thoroughly investigated by the Engineer, and acceptarice will be at the sole discretion of the Engineer and City. C1TY QF FORT WORTH STANDARD CONSTRUCTI�N SPECIFiCATION DOCUMENTS Rcvised DecemUer 24, 2012 Na•fh Tarrarrl Expi-ess 5eg��en13C Ufility rlsse�n6ly 35.W-U=0517 a�izzo-s RESILIEI�T SEATED (WBDG�) GATE VALVE Page 5 of IQ I g. Casings far Resilient Seat�d Gate Valve, such as valve body, wedge, and 2 hypass; that are not manufactured witk�a.� the United States of America, shall be 3 manufactured hy factorieslfoundries that are awned or controlled (partial 4 ownerskiip) such that the Resilient Seat�d Gate Va1�0 Manuiacturer can control 5 and guarantee quality at the foreign factory/foundry. 6 1.10 DELIVERY, STORAGE, AND Ii�NDLING 7 8 9 10 li 12 i3 14 15 15 ]7 1$ 19 20 A. Storage and Handling Requirements 1. Protect all parts so that no darnage or deterioration will occur during a prolanged delay fram the tizxxe o:f sbaipment untiI installation is completed and the units and equipment are ready for opera#ion. 2. Proteet aIl aquipment and parts against any damage during a pralonged periad at the site. 3, Pro�ect the finishec� surfaces of all exposed flanges by wooden blank flanges, strongly built and securely bolted th�reto. 4. Pratect �nished iron or steel surfaces not painted to pravent rust and corrnsion. 5. Prevent plastic and similar brittle items fram being dzrectfy ex.posed to sunlight ar e�tremes in ietnperature. 6. Secure and nnaintain a location to stor� the material in aceordance with Section O 1 66 OQ. 1.11 FIELD [SYTE] CONDTTIONS [NOT USED] 21 1.1� WAIiRANTY 22 A. Manufacturer Warranty 23 1. Manufacturer's Warranty siiall be in accardance rvith Division 1. 24 PART 2 - PRODUCTS 25 �.I OWNER-FURNISHED [ouj OWNER-Si]PPLIED PRODUCTS �NOT i1SED] 26 27 28 29 34 31 32 33 34 35 36 37 38 �.� EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers i. Oniy the manufacturers as listed on the City's Standard Produets List will be considered as show�in Section Q1 50 00. a. The manufacturer must cornply with this Speeification and related Sections. 2. Az�y product t,�.at is not listed on the Standard Prod�ets List is considered a substitution and shall be submitted in accordance with Section O1 25 00. B. Description 1. Regulatory Requirements a. Valves shall be new and meet or exceed AWWA C549 or AWWA C515 and shall maet or exceed �lie requirements of this Specification. b. A11 valve components in eontact with potable water shall conform ia fi�e requirements of NS�' 6I . 39 C. Materials C1TY OF FQRT WORTH STANBARD CONSTRUCTION SPECIFICATION T70CUMENTS Rerised Decembec•20, 2012 Narth Tar1•an1 F�press 5egmenl3C Utility Assembly 35W-U-4517 33122p-6 RESILIENT SEATE� (WEDGE) GATE VALVE Page 6 of 10 1 1. Valve Body 2 a. Valve body: ductile iran per ASTM A536 3 h. Flanged ends: Furnish in accordance with AWWA/ANSI C ll S/A21.15. 4 c. Mechanieal Jaints: Furnish with outlets which conform to AWWA/ANSI 5 C11I/A21.11. 6 d. Valve interiar and exterior suxfaces: fusion banded epoxy coated, mir�imum 5 7 mils, meeting AWWA C550 require�nents 8 e. Buried val�es: Provide with polyethylene encasernen.t in accordance with 9 AWWA/ANST CIOSIA21.5. 10 1) Pol.yethyles�e encasement: �urnish in accordanoe wiih Section 33 11 10. 11 2. Wedge (Gate) I2 a. Resilient wedge: rated at 250 psig cold water working pressure l3 b. The wedge {gatc;) for all valve sizes shall be 1 piece, fully encapsulated with a 14 permanently bonded EPDIVI rubber. 15 1b 17 18 I9 24 2I 22 23 24 25 26 27 28 29 3a 3I 32 33 34 35 36 37 38 39 44 41 42 43 44 45 46 47 4$ 3. Bypass a. For gate valves using a douhle roller, track and scrapper system, an integrally cast bypass on. khe body of the valve is required_ 1} Orient the bypass on the same side af fhe gate valve as tb:e spur gear to allow operation of both valves from the mankole opening. 2) The hypass shall be a minimum 4-inch in size. 4. Gate Valve Balts and Nuts a. Bonnet, Stuffing Box and Gear Bnx - Hex head bolt, and hex nut; Steel ASTM A307 Gr. B, Zinc Plate perASTM B633, SC3 for non-buried serviee (4-inch through 12-inch valves) ar as specified in 2.2.C.4.b. b. Hex head bolt and hex nut: AISI 304 stainless stee� fvr buried serr�ice {all sizes} and for valves 15-inch through 36-inch {non-buried seivice) 5. Bolts and Nuts a. Meck�azucal Joints a) Provide bolts and nuts in accordance with Section 33 11 OS. b. Flanged Ends 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe material. 2) Provida balts and nuts in accordance with Sectian 33 1 I O5. 3) Flanged isolation �Cits shall be provided when connecting to buried steel oz- concrete pressure pipe. Kits shall confortn io Section 33 Q4 10. b. 3oints a. Valves: flanged, or mechanical joint ar ar�y combination af these as specified on the Drawings or in the project Specificatinns 1} Flanged jnints: AWWAIANSI Cl IS1AZ1.15, ASME B16.1, Class 125 a) Flange bolt cireles and bolt holes shall match those af ASME B16.1, Class 125. b} Field fabrieated flanges are prohibited. 2) Steel ox concrete pressure pipe a) Use flange-jaints unless otherwise specified in the Contract Documents. 3) Ductile Iron or PVC pressure pipe a) Use mechanical joints �vith mechanically restrained retainer glands unless otherwise specified in the Contract Documents. CITY OF FDRT WORTH STANDARD C�NSTRUCTION SPECFFICATION DOCUMENTS Revised December 20, 2012 Nor1h Tarranl Fapress Segine�zf 3C Utilrty .4ssern5ly 35bY-U-OS17 331220-7 RESILLENT SEATEI} (VVEDGE) GATE VALV� Page 7 nf ]0 ] 7. ��erating Nuts 2 a. Supply for buried service valves 3 b. 1-15/16-iz�ch square at the top, 2-inch at the base, and 1-3/4-incla high 4 c. Cast an arrow showing the direction of opening with the word "OPEN" on the 5 operating nut base. 6 d. To open, tbe operating nut shall be turned to the RIGHT (CLOCKWISE) 7 directian. Nut shall be pairit�d red per AWWA specifications 8 e. Cont�ect the operating nut to tlae shaft with a shear pin that prevents the nut 9 from transferring torque to that shaft or the gear box that exceeds the I O manufacturer's reco�mnanded torque. 31 f. Furnish handwheel operators far non-buried service, or when shown in the 12 Dra�rings. 13 S. Gea�ring 14 a. Gate valves that are 24 inch and larger: Equip with a spur gear. 15 b. Bevel gears �or horizontally mounted valves ara not allowed. 16 c. The spur gear shall be designed and su.pplied by the manufacturer of the valve 17 as an integral part af the gate valve. 18 9. Gas�Cets 19 a. Frovide gaskets in accordance with Sectian 33 11 05. 20 2.3 ACCESSORIES 21 A. All gate valves shall ha�e the foIlowing accessories provided as part of the gate valve 22 installatian: 23 1, A keyed solid extension stem of suffzcient length ta bring the operating nut up to 2�4 within 1 foot of the surface of the ground, when the operating nuf on the gate valve 25 is 3 feet or more beneath the surface af the grnund. Extensian �iems are; 26 a. Not required an City stack orders 2'7 b. Not to be bolted or attached to the valve-aperating nut 28 c. To be of cold rolled steel �ith a cross-sectional area of 1 square inch, iitting 29 loosely enaugh to allow deflection 3D 2. Furnish joint cnmpanenis such as gaskets, glands, lubricant, bolts, and nuCs in 31 sufficient quantity for assembly of each joint. 32 3. Cast Tran Valve Boxes: provide for buried service gate valves, cast iron valve 33 boxes and covers 34 a. Each valve box for �4-inch through 12-inci� valves shall be 2-piece, 5'/a-inch 35 shafts, screw iype, consisting of a top section and a battom sectian. 36 b. Valve boxes shall be as Iisted in the City of Fort Worth Standard Products List 37 in attached in Section 01 60 00. 38 c. Valve bQx covers sha11 be so des:igned that they can be easily removed to 39 pravide access to val�e operating nu�. 40 d. VaIve box covers must be designed io stay in position and resist damage under 41 AASHTO H5 20 traffic loads. �2 e. Each cover shall be casted �ith the word "WATER" or "RECLAIMED" in 43 raised letters on the upper surface. 44 f. Cast iron valve boxes and covers shall conform to ASTM A48, Class 35B. 45 1) Valve box covers shall be round for potable water applications and square 46 for reclaimed water applications. C1TY OF FORT WORTH Narth Tarranl Express SegmeNl 3C STANDARD CONSTRUCTION SPECIFLCATION DOCUMENTS Utility Ass¢mbly 354Y-U-0517 Revised Becember 2p, 2012 33 L220-8 RES1LlE3�ET BEATBD (WEDGE) GATE VALVE Page $ of 10 I 2 g. Box extension materiaI shall be AWWA C900 PVC or ductile iron. �.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 � EXECUTION 4 5 6 7 8 9 10 11 12 l3 14 1S 16 17 18 19 20 21 22 23 24 25 26 27 28 Z9 3.1 Il�TSTALLERS [NUT IISED] 3.2 EXAMINATION [NOT U�ED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. All valves shall be installed in vertical position when utilized in normal pip�line installation. 2. Valves shall be placed at line and grade as indicated on the Drawings. 3. Polyethylene encasement installation shall be in accardance with Sectian 33 11 1 fl. 3.5 REPAIR/RESTORATION [NOT USED] 3.G RE-INSTALLATION [NDT USED] 3.'� FIELD [o�] SITE QUALITY CONTROL A. Field Inspectians 1. Before acceptance of t4�e installed valve, the City Fiel� Operatians Siaff shall have the opportunity �o operate the valve. 2. The City shajl be given the opportunity to inspect all buried flanges before they are covered. 3. The Operator will be assessing the ease of access to the operating nut within the valve box and ease of operating the valve from a fully closed to fully op�ned position. 4. If access and operation of th� valve meet the City's criteria, then the valve will be acc�pted as inskalled. B. Non-Confox-mi.�g Work 1. If access and operation of the valve or its appurtenances does not meat the City's criieria, the Contractar will remedy the situation until it meets the City's criteria, at the Contractor's expeasse. d CITY OF FORT WORTH STANDARD CONS'FRUCTION SPECIFICATION DpCUMENTS Revised December 20, 2012 NortJ� Tprr•anl Eapress Segment 3C Utility .4ssem6ly 35W-U-p577 33 ia zo - s RE51L1ENT SEATED (WEDGE) GATS VALVE Page g af ] 0 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOCJT ACTNITIES [NOT USED] 5 3.1� PRQTECTION [NOT USED] b 313 M�INTENANCE [NOT USED] 7 314 ATTACIiMENTS [NOT USED] 8 C1TY OF FORT WORTH Norrlr Tcrrrant �ipress Segmerrt 3C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Utillty Assembly 3SW-U-DS17 ftevised Decem6er 20, 2012 33 12 20 - 10 i2E51LIENT SEATEU (WEDGE) GAT� VAI.V� Page ] 0 af 1p END OF SECTION Revision T.og DATE NAME SUMMARY QF CHANGE I.1.A — Modified acceptabSe size range and added rec�uirement for bypass in 30-inch gate valves, Blue text added far exceptions 1.2 Measurement and Payment — Added Cut-ln Gate Val�e 1,2.A.1.e and 1.2.A.2.c — added additionaf itams ta be included in price 6id l.f�.A — rsmovec� reyuirement for product data for bolts anci nuts beeause it is to he included under Section 33 1 I O5. l 2120/2Q 12 D. Jotu�san 1.9.A.1 — Added requirernenf for bypass vaive manufaciuring 2,2.C. — Added rec�uiremenE for 3�-inch gate valves to have a bypass and bypass materiai requirements; Added reference to Section 33 I 1 OS and removed materia) specification for bolts, nuts and gaskets; Added requirement for fla�ged isolation kits; Added restraint requiresnenks for mechanical joint wnneotions witkt duetile iron or PVC pressure pipe. 2.3.3 — Modified acceptahle cast iron fiom Class 40 io Class 35B; Added requirements for reclaimed water applications 1.1.A.2 Ctevision - Gate valves Iarger than 24-inches may be approved by the City on a ease-by-oase basis i.5.g.3 Added Section, Requires Affida�it for 5 years of experience in manufacturing RS Gate valves of simi}ar size and type. ].6.8.4 Added Section — Requires Affidavit on Gate Valve manufacturers ownership 6/24/2014 D. Tawnsend in foreign faetorieslfoundries providing compnnents to certify on-site quality control. i.9.A.1.f Added Section. Itequirement for S years of experience in manufacturing RS Gate valves of similar size and type. 1.9.A, l.g Added 5ection. Requirement fnr Gate Valve manufacturers ownership (or control) in foreign factories/foundries providing components to certify an-site qua[ity control 1. I.A.1 lZevised maximum allawable Resilient Seated (Wedge) Gate Valve from 30-ineh ta 4S-inch 1. I.A.I .a Revised minimv�n size gate vaive raquiring bypass from 30-inch to 24- inch. 516/2D15 D. Townsend ,2,G.3. Changed re�uirement for an integrafly cast hypass from 30-inch and above resilient seated gate valves to all dou6le roller, track and scrapper system resilient eated gate valves 2.2.C.3.2 Added the minimum size �ypass shall 6e 4-inches. 2.2.C.7.d Added Chat nut shall be painted retl per AWWA specifications CITY OF FO�iT WORTH North Tarranl.E.rpress Segme,rt 3C STANDARD CONSTRUCTIdN SPECIFICATION DOCUNiE3+f`3'S Utility AssemBly 35W-U 0517 Revised December 2a, 2p 12 331225-I COi�INCCTIqN TO EXISTING WATER Iv[AWS Page ] of 8 1 2 SECTION 33 I� Z� CONNECTION TO EXISTING WATER MA1N5 3 PART 1 - GEI�iERAL 4 1.1 SiTMMARY 5 A. Section lncludes: 6 l. Cannection to existing water mains ta include, buf nat limited to: 7 a. Cutting in a tee for a branch connection � b. Extending from an existing watec main 4 a Installing a tapping sleeve and valve 10 B. Deviations from this Cify of Fort Worth Star�dard Specification 11 1. None. 12 13 14 ]5 16 17 i8 l9 z.o 21 1.2 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 C. Related Specificatioix Sections include, but are not necessarily limited to: , . - ..9iEs � - - �—�:-v------r'— 1 �-- tf� 'c—, �� a— ----i i�`f.r � , Division 1 — General Requirements Section 33 04 40 — Cteaning and Acceptance Testing of Wate�• Mains Section 33 OS 10 — Utility Trench Excavation, Embedment and Backfill Section 33 OS 30 — Locatian of Existing Utiliiies Section 33 11 OS — Solts, Nuts, and Gaskets Section 33 11 10 — Ducti�e Tron Pipe PRICE AND PAYMENT PROCED[TRES A. Measurement and Pa.y�ment � 1. Connection to an existing unpressurized Fort Woi�th Water Distribution 5yste�n Main tha# does not ��equire the City to taice part of the water system out of service a. Measurement 1) This Item is considered subsidiary to the watcr pipe heing installed. b. Pa�ment ]) The work perfortned and the materials furnished in accordance witli this Item are subsidiaiy to the unit price bid per linear foot of water pipe completa in place, and no other compensation wi�l be allowed. 2. Connection to an existing pressurized �ort Warth Water Distribution Systern M.ain that requires a sliutdown of some part of the water system a. Measureinent 1) Measurement for this Item shall be per each connection cornpleted. b. Payment 1) The work perfa��med and the �naterials iurnished in accordance with this I�em shall be paid for at the unit price bid per each "Cor►nectian to Existing Water Main" installed for: a) Vaezaus sizes of existing water distribution main CI7'Y OE' FO�iT WQRTH Nor1h Tarrarrl Express Segmenf 3C STRNDARI? CON3Tl�i3CTION 5PECIFICATCdN DOCUMENTS UdilityAssemtily 35W-U-0517 Revised Apri] 20, 2421 33 i225-2 CQNNECTION TO �XISi'ING WATER MAIi�S Page 2 af 8 1 2 3 4 5 6 7 8 9 10 ]l 12 13 14 ]5 16 17 I8 l9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 �4� 45 46 47 48 49 c. The price bid shall include a11 aspeets af making t�e eonnection including, but not limited to: 1) Preparing submittals 2} Dewatering 3) Exploratory excavatian (as needed} 4) Coordination and notification 5) Remobilization 6) Temparary lighting 7) Polyathylene encasement 8) Make-up pieces 9) Linings i 0) Pavement removal 11) Excavation 12) Hau.ling l3} Disposal of excess mafierial i4} Ciean-up 1 S} Cleaning I6) Disinfection 17) T�sting 3. Connectian to an existing pressurized Fort Worth Water Dislribution System Main by Tapping Sleeve and VaIve: a. Measurernent 1) Measurement for this Item shall be per each connection completed, b, Payment 1) The work p�rformed and the mate��ials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tapping Sleeve and Valve" installed for: a} Various sizes of connecting main b} Various sizes of exis�ing water distributson main c. The price bid shai� include all aspeets of making the connection incIuding, but not limited to: 1} Pre}�aring submittals 2) Dewatering 3) Explorato.ty exea�atian (as needed) 4) Coardination and notiiicatian S) Tapping Sleeve and Tapping Valve 6) Remobi�ization 7) Temporary lighting 8) Polyethylane eneasement 9) Make-up pieces I O) Linings 11) Pavement remo�al 12) Excavation l3) Hauling 14) Disposal of excess material 15} Clean-up 16) Cleaning 17) Disinfection 1 S) Testing Cl"I'Y QP FORT WO12TH STANDARD CONBTRUCTI03V SPECIFICATIOIV DOCLTMEI�lTS Revised April 20, 2p21 Nor7h Tan•an1 F.xpfess Seg�nent 3G UN]i�}+ �4ssembly 35W-CI-05I7 �a �zzs-3 CONN�GTION TO EXISTING WATER MAINS Page 3 oF8 1 1.3 REFERENCE5 2 A. Reference 5tandards 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3� 33 34 35 36 37 38 39 40 1, Referenee standards cited. in this Specificatian refer to the current raference standard published at the time of the latesi revision date logged at tha end oithis Specification, unless a date is specifically cited. 2. Arnerican Society of Mechanical Engineers {ASME); a. B16.1, Gray [ron Pipe �'langes and Flar�ged Fittings Classes 25, 125 and 250) 3. ASTM International (ASTIVI): a. A36, Standard Specification for Carbon Stiuctural Steel. b. A193, Standard �pecification far Alloy-SteeI and Stainless Stael Bolting for High Temperature ar High Pressure Seivice and O�her Special Purpose Applications c. A194, Specificatian for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Tempej•atur� Service, or Both d. A242, Standard Specification far High-Strength Low-Alloy Structural Steel. e. A283, Standard Speei�cation �or Law and Cntermsdiate Tensile Strength Carbon Sta�i Plates. f. A285, Standa�•d Specification far Pressure Vessel Plates, Carban Stee1, Lo�v- and Intertnediate-Tensile Streng,�h. g. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. h. D2000, Standard Classi�eation System for Rubber Products in Auto.moti�e Applicatians. 4. Ameitican Water Works Association (AWWA): a. C200, St�el Water Pipe - G IN and I�arg�r. b. C207, Stee1 Pipe Flanges for Waterworks Seivice — 5izes 41N through 144 IN. c. C213, �`usion-Bonded Epoxy Coating for the Interior and Exteriar of Steel Water Pipelines. d. C223, Fabrieated Stee! and Stainless Steel Tapping Sleeves. 5. Americar� Water Works Associatian/A�n�rican National Staradards Institute (AWWA/ANSI): a. C1051A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems. b. C 111 /A21.11, Rubber-Gasket Joints for D�ctile-lron Pressut•e Pipe and Fittings. a C1 ] SA21115, Flanged Ductile-Iron Pipe with Duetile Iron or Gray-Iron Threaded Flangas. 6. NSF Inteinational (N5F): a, 61, Drinking Water System Components --Health Effects. 7. Manufacturers Standardization Society of the Valve and Fi�ting Indu�try Inc. (MSS}: a. SP-60, Connecting flange Joint B�tween Tapping Sleeves and Tapping Valves. 41 1.4 ADMINISTRATIVE REQUIREMENTS 42 �3 44 45 A. Pre-i.ns�allation Meetings Required for any connectians to an existing, press�rized 16-inch or largar City water distribution system main that requires a shutdown of so�►e pai�t of the water system C1TY OF FORT WOKTH STANDARp CaNSTRUCTION SP�CIFICAT[ON QOCUM�iVTS Revised Ap.ri120, 2021 Narth Tarrant Expi•ess SegnPenf 3C Utrlilj� Asseuably 35W-ZI-651 Z 33 12 25 - 4 CONNECTION TO EXISTINCe WATER MFIINS Page 4 of 8 I 2 3 4 5 6 7 8 9 10 Il 12 13 1 �4 15 16 17 18 19 20 21 22 23 24 25 26 27 2. May also be reguired for connections that involve shutting water service off'ta certain critical businesses 3. Schedu.le a pre-installatian meeting a minimurn of 3 weeks prior ta proposed time for the wark to occur. 4. The meeting shall include the Gontractor, City Inspector and City Vatve Crew. S, Review work procedures as submittec! and any adjustments made far current field conditions. 6. Verify ti�at all valves and plugs to be used have adequate thrust restraint or blocking. '1. Schedule a test shutdown wifh the City. 8. Schedule the date for the can�ection to the existing system. B. 5ci�eduling 1. Schedule work to make ali connections ta existing 16-inch and larger mains: a. During the period fram November through April, unless otherrvise approved by the City b. During normal business hours from Monday through Friday, unless otherwise approved by the City 2, Schedule City Valve Crew by 1:OQ P.M. a rninii�um of I busin�ss day prior ta planned disruption to fhe existiug water syst�m. a. In the event that other water systean activities do not allow the exist.ing main to ba dewaterad at the reyuested time, schedule work to allow the connection at an alternate time acceptable to the City. 1) If water main cannot be taken out of service at the originally requested tirne, coordinatio.n will be required with the City to discuss rescheduling and compensation for jnobilizatian. 2) No additional payment will be pro�ided if �he schedule was altered at the Contractor's request. Zs i.� Si1BMITTALS 29 A. Submittals shall be in accordance with Section O1 33 Ofl. 30 B. All submittals shall be approved by the City prior to delivery andbr fabrication for 31 specials. 32 1.6 ACTION SUSNIITTALS/INFORMATIQNAL SUBMITTALS 33 A. Product Data, if applicab�e 34 1. Tapping Slee�+e noting the pressure rating and coating system supplied including: 35 a. Dimensions, weights, material list, and detailed drawings 36 b. Maximum torque recommended by the manufacturer for the valve hy size 37 38 39 40 4l 42 B. Subrnittals l. Provide a defailed sequence nf work for 16-inch, ar larger, connections if required by City that includes; a. Results of exploratoty excavation b. Dewatering c. Procedure for connecting to the existi�ig water main C1TY O� FORT WORTH STt13VDARD CQN3TRUCTION 3PEClF3CAT'ION bOCUMENTS 12evised April 20, 2021 Na�lh Tcn•��unt Express Segi��en13C Ulrlily Asseu�bly 35W-U-0517 33I2�,5-5 COI�iNECTION TD EXISTING WA'I'ER MAW S Page 5 of S 1 2 3 4 S 6 d. Tim� period fnr comple#ing �ork from when the water is shut down to when the main is back in seivice e. Testing and repress�rization procedures 2. Welt�ers that are assigned to work on connection to concrete cylinder or steel pipe niust be certified and provide 1Nelding Certiftcaies, up.on request, in accordance with AWWA C200. 7 1.7 CL�SEOUT Si1BMITTALS �NOT USED] 8 1.� MAINTENANCE MATERIAL SUBNIITTALS [NOT USEDj 9 1.9 QUALITY ASSURANCE [NOT USED] ]0 1.1U DELIVERY, STORAGE, AND HANDLING ]1 12 13 14 1S 16 17 18 19 20 21 22 A. �torage and Handling Requirements 1. Protect parYs so that no da�nage or deterioration occurs during a pralonged delay from #he titne of shipment until installation is completed, 2. Protect all equipment and parts against any dafnage dui•ing a prolonged peitiod at the site. 3. Protect the fiuished surfaces o� al l exp�sed flanges using wooden flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to pre�+ent rust and corrosion. 5. Prevent plas#ic and similar britiie items from being exposed to direct sunlight and ext�•emes in temperature. 6. Secure a��d maintain a location to store the material in accordance with Section O 1 6b 00. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.1� WARRANTY 25 A. Manufacturer Wa�•a�anty 26 1. Manufacturei•'s warranty shall be in accordance with Divisian 1, 27 PART 2 - PRODUCTS 28 29 30 31 32 33 34 35 36 37 2.1 OWNER-FUItNISHED [o�t] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.� EQUIPMENT, PRODIICT TYPES AND MATERIAL� A. Manufacturet•s 1. Only the manufacturers as listed by the City's Standard Products List will be cansidered as shown in Section O1 60 00. a. The manufacture�• must comply with this Specification and related Secti�ns. 2. Any product that is not listed on the Standard Products List is eonsidered a substitutian and shail be submitted in accordance with Section O1 25 00. B. Descriptian 1. Regulatory Requirements C1TY OF FORT WORTH North Tar�•ant Express Segirenl3C STANDARD CQNSTRUCTION SPECiFICATION DOCUMENTS U1ililyAssentbly 35{�['-U-0517 Revised Apri] 20, 2p21 331225-6 CONNECTIqN TQ LXI'S'I'ING WATER MAINS Page 6 of 8 1 a. Tapping Sleeves shall meet or exceed AWWA C223 and ihe requirements of 2 this Specification. 3 b. All va��a components in cantact with potable water shall eonform to the 4 reyuireme»ts af N5F 61. 5 C. Tapping S1e�ve Materials b 1. Body 7 a. Bady: Carbon Ste�l per ASTM A283 Grade C, ASTM A285 Grade C, ASTM 8 A36 Steel or ec�ual 9 b. Finish: fusion banded epoxy coating to an average 12 mit thickness. Fusion ] 0 appIied per AWW�► C213. 11 c. A�1 buried tapping slee�es shall be pro�idsd with polyethylene encasement in 12 accordance witb AW WAIAN Sl C 1051A21.5. 13 1) Polyethylene encasement shall be in accordance with Section 33 11 10, l4 2. Flange 15 a. Carbon Steal per ASTM A36 in accardance with AVVWA C20'1 and ASME 16 B 1 fi.1 Class l 25. 17 b. Recessed For tapping r�alva per M.SS SF-60 18 3. Bolts and Nuts 19 a. Flanged Ends 20 1) Meet requireinents of AW WA C 115 or A1�VWA C207 depending on pipe 21 material. 22 2) Pro�ide balts and nuts in accordance with Section 33 11 O5. 23 4. Gastcefs 24 a. Pro�ide gaskets in accardance with Section 33 11 05. 25 5. Test Plug 26 a. 3/a-inch NPT carban steel with square head and fusion bonded epoxy coating 27 �.3 ACCESSORIES [NOT USED� 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.� EXAMINATI�N 32 A. Verifcation of Conditions 33 1. Veriiy by ex�lorato.ty excavation, if needeci, that existing water main is as depicted 34 in the Drawings and that the lacation is suitable foi• a connection to the existing 35 water main. 36 a. Excavate and backfill trench for the exploratory excavatinn in accordance with 37 33 OS 10. 38 2. Verify that all eyuipment and materials are available an—site priar �o the shutdown 39 of the existing main. 40 3. Pipe Iines shall be completed, tested and authorized for connectinn to tlte existing 41 system in accordance with Section 33 04 40. CITY OF FQRT WORT43 Nnr1h Tar•rarrt Ex�ress Segment 3C S'1'ANbARb CONSTRUCTION SPECIFICATIOi� DOCUM�I*!TS Uiility.4ssenrbly35W-U-0517 Revised April 2D, 2021 331225-7 CONNECTION TO EXISTITfG WA7'EI2 MAINS Page 7 oF 8 1 3.3 PREPARATION [NOT iTSED] 2 3.4 INSTALLATION 3 A. General 4 1. Upon disruption ofthe existing water main, continue work until the connectian is 5 cornplete and the existing water main is back in service. 6 B, Procedure 7 1. Expose t�e proposed conn�ction point in accordance with Sectian 33 OS 10. 8 2. Dewater the existing wa#er Iine so the chlorinated water is no# unlawfully 9 discha�•ged, 10 3. Maintain the water that may bleed by existing valves or plugs during instaIlation 11 within the work area to a reasonable level. 12 a. Cantrol the water in such a way that it does not interfere with the praper 13 installation �fthe connection or create a discharge of chIorina�ed water. 14 4. If any discharge of chlorinated water aecurs, discharged watet shall be de- 15 ehlorinated in accordance with Seciion 33 04 40 lb 5. Cut and remove existing water main in order to inake the connecfion, 17 6. Verify that the existing pipe line is suitable for ihe proposed connection. 18 7. Place trench foundation and bedding in accordance with 33 OS 1 �, 19 S. In the event that a tapping sleeve and valve is used, the coupon from the existing 20 water main shall be s�abmitfed to the City. 21 9. Prevent embedmEnt, hack�ll, soil, water or oth�r debyis form entering the pipeline, 22 lU, Establish thrust restraint as provided for in the Drawings. 23 11. Clean and disinfect the pipeline associated with the conneetian in aceordance with 24 Section 33 04 �0. 25 12, Place embedment to the top of the pipe zone. 26 13. ReyuEst that the City Valve Crew re-pressurize the pipeline. 27 14, Directionally flush the connection in accordance wiCh Sectivn 33 04 40. 28 15. Request that City Valve Crew open a11 remaining valves. 29 3.5 REPAIR/RESTORATION [NOT USED] 3U 3.6 RE-INSTALLATION [NOT USED] 31 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 32 3.� SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTII�TG [N�T USED] 34 3.10 CLEANIl*�G [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.1� PROTECTTON [NOT USED] 37 3.13 MAINTENANCE [NOT USED] CITY OF FOR'1' W4RfiH Nw•1h Ta+•rar�! �rpress Segment 3C STANDARD C�NSTRUCTIOI� SYECTri'1CATIqN DOCUMENTS UtilrJ}+.4ssenrbly 35W U-0517 Revised Apri12U, 2021 33 �zzs-s CONNECTIOI�I TO EXISTING WATER MATNS Pxge S af 8 3.14 ATTACHIi�iENTS [IiTOT USED] END OF SECTIOIi� Re�isian Log DATE NAME SUMMARY O�' CHANGE 12/2012Q12 D.lohnson 2•2•C•3 and 4—Added referance to Section 33 1 I fl5 and rernoved holt, nut and gasket rnaterial specification 2/6/2013 D. Townsend 3.4.B.4 Modified to ��efer ta Section 33 04Q4U CITY OF FDRT W�R7'H North Tar•rant Express Segn�ent 3C STANBAIiD CONSTRUCTI01+] SPBCII'ICATION DOCUMENTS Utility Rsserrrbly 35W-U-0517 Revised A}�ril 20, 2021 331230-1 CDMBWATIQI�! AIR VALVE ASSBMBLIES FOR PdTASLE WATER SYSTEMS Paga 1 of 8 SEC'TION 33 12 30 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYBTEMS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. 2-inc�i through 8-inch Combination Air-Release and AirlVacuum Valve Asserriblies (Combination Aix Valves} for pot�ble water s�stems including: a. Comhinatian air-release and air/vacuum valve b. Tap ta water main c, Lead-free Inlet pipuag and appurtenances d. Vent piping and appurtenances e. 'Vault enciosure and ap�urtenances B, Deviations from this City afFart Wortl� Standard Speeificatian 1. None. C. Related Specifrcation Sections include, but are not necessarily limited �o: " , �t Il � li; .�- .. - ' __"_ _"._ .� ___i._'__ 4;r �i1^Division i — General Requirements �-.'. 5ection 33 OS 13 — Frame, Cover and Grade Rings 4.z Sectinn 33 11 10 — Ductile Iron Pipe ��. Section 33 11 11 — Ductile Iron Fittings � = ti ::t ;� �� - �r;n �' � � ti �-t ; ti:.fl-�3 ,:;+: . �r-�: Sectian 33 12 10 — Water Sarvices 1-Inch ta 2-Inch � Section 33 12 20 — Resili�nt Seated (Wedge) Gate Val�e �y - Secfion 33 39 20 — Precast Concrete Manholes 1.� PRICE AND PAYMENT PRQCEDURES A, Measur�ment and Pay�x�ent 1. Measurement a. Measurement for this Item shall be per each, 2. Payment a. The work perfortned and maierials furnished in accordance with this Item and measured as pro�vided under "Measurement" will be paid for a# the unit price bid per each "Water Air Release Valve & Vanit" installed far: 1) Various inlet sizes 3. The price bid shall include: a. Furnishing and instaIling Combination Air Valves with appurtenances as specified in the Drawings b. Air valve vault and appurtenaz�ces ClTY OF PpRT WORTH Norrh Tarrarrt Express Segmen► 3C STANdARD CQNSTRUCTIpIv SPECIFICATION DOCUMENTS Ufility Assembly 35[-Y-U-R517 Revisad April 2D, 2U21 3� izso-2 CqMSINATION AIR VALVE ASSEMBLIES FOR POTABLE WATEg SYSTEMS Page 2 of 8 c. Tapping the main d. Isolation valves e. Fittings £ Vent piping g. Vent cover andlor enclosure h. Vent enclosure andlor pipe bollard protection, if required i. Excavation and backfill 1.3 REFERENCES A. Definitions i. Combination Air Valve: A device having the features af both an air-release �alve and an air/vacuum valve 2. Inlet: The apening at tha t�ase of the Combination Air Valve mechanisln t�ough which air and water from the pipeline enters 3. Inlet Piping: The piping and appurtenances betwe�n the pipeiine and the valve inlet �. Lead-free: Lead-free pipes and plumbing fittings and iixtures sha11 contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Aet (P.L. l ll-380). 5, Orifice: The apening in the Cambi�ation Air Valve mechanisz�a. through which air is expelled from or ad�nn�itted inta the pipeline or piping syst�m. �ome valves may have multiple orifices. 6. Outlet: The apening at the top of Combination Air Va1ve meehanism, including th� orifie�, through which air anters or exits the Air Valve 7. Vent Piping: The piping and appurtenances from the Combination Air Valve outlet to its tezmination poin� outsid� the vault B. Reference Standards 1. Refexen.ce standards cited in this Sp�cification refer to the current reference standard published a# #he time of the latest revisinn date logged at the end of this SpeciFication, unless a date is specifically ci�ed. 2, American Iron and Steel Institute (AISI}. 3. ASTM Internatianal (ASTM): a. A536, Standard S�ecification far Duetile Iron Castings. 4. Ayner�can Water Works Association (AWWA): a. C512, .Air-Release, Air/Vaeuum, and Combination Air Valves for Waterworks Service. b. M51, Air-Release, Air/Vacuum, and Combination Air Valves. 5. NSF International (NSF): a. 61, Drixticing Water System Components - Health Effects. 6. Reduction of Lead in Drinking Water Act a. Public Law 111-380 {P.L. 111-38fl) 1.4 ADMINLSTRATNE REQUIltEMENTS [NOT i7SED] C1TY OF FQRT WORTH Nortlr Tarrar�l Express Segment 3C STANDART] C�NS'1'RUCT30N SPEC�ICATION DOCUM�NTS Udility Assembly 35W-U-0517 Revised April 20, 2021 33 12 30 - 3 COMBINATiON A1R VALV6 ASSEMBLiES �'OR POTASLE WATER SYSTEMS Page 3 of S 1.5 SUBMITTALS A. Submittals shall be in accordance wit� Section O1 33 00. B. All subznittals shall be approved by the City prior to delivery. 1.6 ACT�ON SUBMITTALS/INFORMATIONAL SLFBIVIITTALS A, Product Data 1. Combinaiion Air Valves a. Application type b. Working pressure raiing c. Test pressure rating d. Surge pressure rativag e, Inlet size £ Small orifice size g. Large orifice size 2. Valve vault and appurtenances 3. Tapping appurtenances 4. Isolation valves 5. Fittings 6. Veni piping 7. Vent cover and/or enclosure 8. Vent enclnsure and/or pipe bollard protection 1.'� CLOSEOi1T SUBMTTTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QLIALITY AS�URANCE A. Qualiiacatians 1. Manufacturers a. Combination Air Valves of the same size shall be the product o�' 1 manufacturer, uz�.Jess approved by the City. b. Combination air valves shall be in conformanee with AWWA C512. S. Certif cations 1, Obtain an Affidavit of Compliance fram the valve manufacturer in accardance with AWWA C512. i.10 DELIVERY, STQRAGE, AND HANDLING A. �tarage and Handling Req�irements I. Protect a11 parts such that na damage or deterioration will occur during a pralonged delay from the time af shipment until installation is completed and the units and equipment are ready for aperation. 2. Protect all equipment and parts against any damage during a prolanged perio� at th� site. CITY OF FORT WpRTH NorU� Tarrunl Ezpress Segmenl3C S'T'AlVC7A1tD CONSTRUCTiON SPECI�ICATION DOCLFMENTS Utility �ssembly 3SW-U-051 T Revised Apri12D, 2Q21 33 12 30 - 4 COMBIiVATION AIR VALVE A35EMBLIES FOR POTABLE WATER 5YSTENlS Page 4 of 8 3. Protect the �nished surfaces af all exposed flanges by wooden blank flanges, strongly built arid securely bolted thereto. 4. Protect iuushed iron or sieel surfaces r�ot painted to prevent rusC and corrosion. 5. Prevent plastie and similar brittle items from 6eing directly exposed to sunlight or extremes in temperature. 6. Secure and maintain a location to stoxe ihe material in accordance vvith Section 01 66 00. LI1 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Wartanty shall be in accordai�ce with Division 1, PART � - PRODUCTS 2.� OWNER-FURNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED] �.� EQUIPMENT, PRODIICT TYPES, AND MATERIALS A. Manufacturers 1. Only �l}� �nanufacturers as listed on the City's Standard P's•oducts List will be considered as shown in Section O1 60 00, a. The manufacturer must corriply with this Specification and related sections. 2. .A�y praduct tbat is not listed on the Standard Products List is eonsidered a substitutian and shall be submitted in accordance with Section �1 2S 00. 3. The Combination Air Valve shall be new and the product of a manufacturer regulariy engaged in the manufacturing of air releaselair vacu�am valves having similar service and size. B, Description Regulatary Req�airements a. Combination Air Valves shall meet or exceed the latest revisions of AWVVA CS I2 and shall meet or exceed �he requirements nf t7us Specification. b. A11 Combination Air Valve components in contact with potahle water shall canforrri to the requirements of NSF 61. c. All matcrials shall conform to the Reduction of Lead in Drinking Water Act (P.L. 111-380). This Act defines "Lead-free" for pipes and other appurtenances to be less than 0.2� percent lead. C. Perfarmance / Design Criteria 1. Capacities a. Water Application = Potahl� Water b. Working Pressure from 10 psi to 150 psi c. Test Pressure = 225 psi d. Surge Pressure = 100 psi rninimum, unless stated otherwsse in. the Cantract CITY OF FORT WORTH Noi•tJr Tarra�it Express Segment 3C STANIaARD CONSTRUCTION SPECIFICATION DOCUM�NTS Uri�ity Assembly 35W-U-0517 Re�ised Apri120, 2021 331230-5 COMBINATION AIR VALVE ASSHMBL[ES FpR POTABLE WATER S1"STEM� Page 5 of 8 Documents e. Size 1) Each orificc size must be sufficient to meet the requit�ements set �orth in AWWA M51 and indicated on the Drawings. 2. Function a. High volume discharge during pipeline filling b. High valume intake through the large orifce c. Pressurized air discharge d. Surge DampeninglContralled diseharge rates J) 'The valve sha11 have an integral surge alleviation mechanism which shall operate automatically to limit transient pressure rise ar shock znduced hy closure due to high velocity air discharge or the subsequent r�joining of the s.eparated water columns. The limitatio�. of the pressure rise shall be achieved by decelerating the approaching water prior to valve closure. D. Matezi.als 1. Comhinatian Air Valve a. Internal parts 1) N�on-cozx�oding materiai such as stainless steel ar high density polyethylene b. Valve body 1) AISI 304 stainless steel or ASTM A536 ductile �an 2) Equipped with intake and discharge flanges c. Inlet/Diseha�rge orifice area 1) Ec�ual ta the naminaJ size of the valve E. Finis�.es 1. Finish Mat�rials a. Supply a11 ductile iron Combination Air Valves with a factary applied fusion bonded epaxy coating with a final coating thickness of 1b mils minimum. 2.3 ACCESS�RIES A. For 2-inch Combination Air Valve Assemblies: 1, Tap a. Tapping saddle and 2-inch corporation valve (C.C, thread with flare) in accordance with Section 33 12 10 �, Inlet Pipiiig a. 2-inch vutlet betvveen the tap and the isolatian valve with the following: 1} Threaded, lead-free brass piping 2) Threaded, lead-free brass tee 3) Threaded, lead-free brass hand wh�el valves 3, Vent Piping a. 4-inch miniznu� diameter, in accordance with the Drawings 4. Vent Screen a. Stainless Skeel {AISI 304) 5. Dropovex Enclosuxe CITY OF F�RT WpRTH Nor1h Tarr•an! E'xpress Segmenl3C STANI7iARD CONSTRUC'1'ION SPECIF'iCATION bqCLJMENTS Utilily Asseanbfy 35W-U-0577 Revised Apri12�, 2021 33 1230-6 COMBINATIDN AIR VALVE ASSEMSLIES FQR P4TABI.E WATER SYST�l1�S Page 6 af 8 a. Channell Sl'H-1 �20 thermoplastic enclasure, or approved equal 6, Vault a. Provide a flat top 4-foot di�meter co�crete manhole in accordance with Section 33 39 20. b. Provide a 32-inch hinged cover with frame and grade ring in accordanc� with Section 33 OS 13. c. Secure Air Valve to vault wall using a galvanized or stainless steel hracket manufaatured by Grinell, or equal, in accordanca with the Drawings B. For 3-ineh to $-inch Combination Air Valve Assemblies: 1. Tap a. For 24-inch diameter mains: 1) Provide 24-ineh blind flange outlet b. For mains with 30-inch and greater diametex: 1) Provide 30-inch blind flange outlet c. For ductile iron and PVC mains, pravide mechanical joint x flange tee with tapped flange. 2. Inl�t Piping a. Flanged ductiie iron ar steel, dependiug nn rnain material, in accordance vvith Drawings b. Cor�oration stops shaiI be in accordance with Sec�ion 33 12 10 and with Drawings. 3. Isalation Valves a. Gate valve (flanged) in accordance with Section 33 12 20 with: 1) 2-inch operating nut, non-rising stam with enelosed miter gearing for 3inch and larger gate valves 4. V�nt Piping a. 4-inch minimum, ductile iron pipe, in accordance with Drawings 5. Vent Screen a. Stainless Sfeel {.AISI 3Q4) 6. Dropvver Enclasure a. Channell SPH-1420 thermoplastic enclosure, or approved equal 7. Vault a. Provide a flat top, concrete manhole in accordance with Section 33 39 2�. b. Manhole dinaensions shall be iz� accordanee with Drawings. c. Provide a 32-inch hinged cover with frame and grade ring in accordance with Section 33 OS 13. d. Secure Air Valve tn vault wall using a galvanized ar stainless steel bracket manufactured by Grinell, or equal, in accordance with the Drawings C. Finishes 1. Primer Materials a. Prime Vent Piping within vault, as well as above gz�ound, for finish with a p�•oduct listed in on tI�e City's Standard Products List in Section 01 60 04, unless otherwise sta#ed in the Drawings. CITY OF FORT WORTH Nor•th Tar•rant Fapress 5eg,nent 3C STANDARD CONSTRUCTiQN SPECIFICATION DOCIJMENTS Utility Assembly 35W-U-0517 Revised April 20, 2021 331230-7 GqMHI3+IATIaN AIR VALVE ASSEIv[BGIES FQR POTABLE WATER SYSTEMS Page 7 of 8 2. Finish Materials a. Paint Vent Piping within vault, as well as above ground, �with a product listed in on the City's Standard Products Lis� in Section O1 GO 00, unless otherwise stated in the Drawings. b. Color to he selected by the City. 2.4 SOURCE QUALITY C�NTROL A. Tests and Inspections 1. Testing and inspection of Combination Air Valves shall be in accordance with AWWA C512. B. Markings 1. Each Combination Air Valve shall be marked in accordance with AWWA C512. PART 3 W EXECUTION 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install in accorda�ce with rnanufacturer's recamrnendations and as sliown a�� tl�e Drawings. 2. Above graund and vault interior duetile iron piping and �alves shall be painted in accordance with City requirements, unless otherwise stated in the Drawings. 3. Wxap all buried ductile iaron pipe and fittings vc+ith polyethylene encasement in accordance with Section 33 11 10 and Seciion 33 11 11 respectively. 3.� REPAIR / RESTORATION [NOT USED] 3.6 R.E-INSTALLATION [NOT USED] 3.7 FIELD Q[TALITY CONTROL A. Field Inspections 1. Pipe the large and small orifices directly to the vent pipizzg, There direct discharge af an orifice to an underground vault. 2. The vaive shall perform as intendad wath na deformatian, leaking or damage of any �ind for the pressure ranges indicated. 3. Before acceptance of ihe installcd valve, the City Field Operations Staff shal.l have the opportunity ta inspect and operate the valve. 4. The City will assess the ease of access to the operating nut and ease af operating t�e corporation stop. 5. If access and operation af the valve and its appurtenaxaces m�et the City Standard Detail, then the value wi11 be accepted as installed, CITY OF FORT VVORTH Nardh 7'urrenl Eapress Segmenl3C STANDARA COAiSTRllCT10N SPECIFICATI4t*I DOCUMENTS Uiility Assembly 35W-U-OS! 7 Itevised Apri120, 2021 33123D-8 COMBINATION AIR VALVE ASSEMBLIES FOR PQTABLE WATBR Sl'STEM3 Page 8 of 8 b. The Combinatian Air Valve asseznbly shall be free £rom any leaks. B. Nan-Conforming Wark 1. If access and operatian of the valve or its appurtenances does nat meet the City's criteria, the Contractor will remedy the situation until it meets fhe City's criteria, at the Contractor's �pense. 3.8 SYSTEIVI STARTUP [N�T USED] 3.9 ADJLTSTING [NOT USED] 3.10 CLEANING [NOT USED] 311 CLOSEOIIT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END OF SECTION Revision I.og DATE NAME SUMMARY OF CHANGE General: Modified specifieation to retlect materials and eyuipment in City Standard 12/24/2012 D. Johnson Detail; Removed cast-in-place manhole references CITY OF FORT WO1tTH Naril+ Trrrra�rf F'zpress Segment 3C STANDARB CQNSTRUCTION SPECIFIGATION DDCUM�NTS U1ility.4sse�rrbly 35W-U-OS17 Revised Aprii 20, 2021 33 i2 ao- t F1RE HYblZA�1T'S Page 1 of7 1 2 3 P�1RT 1 - GENERAL 4 1.1 SIINIIVIARY �ECTION 3312 40 F1RE HYDRANTS 5 A. Section Includes: 6 1. Dry-barrel fire hydrants with 5�14-inch main �al�e for use with patable �ater mains 7 B. Deviations frorn this City. of Port Worth Standard Specification 8 1. None. 9 I 10 ll 12 13 14 15 16 l7 l 8 1.� 19 2� 2] 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4I 42 C. Related Specification Sactions include, but are n.ot necessarily limited to: .L � � � . r � . r .r_ _ rn� r ---!�:1-i ., n . *!r - � __Divisio� 1 — General Reyuireanents Section 33 45 1 D— Utility Trench EXcavation, Embedment and Backfill � Sectian 33 04 40 — Cleaning and Acceptance Testing of Vdater Mains Section 33 11 ] 0— Ductile Iron Pipe . Section 33 l] 1 l— Ductile Iron Fittings Section 33 11 14 —Buried Steal Pipe and Fittings Sectian 33 12 20 — Resilient Sea#ed {Wedge} Gate Valve PRICE AND PAYMENT PROCEDURES m__ . A. Measurement and Payment 1. Measurement a, Fire Hydrant and Extension i) Measurement for this item shall be by the each hydrant, complete in place. 2. Payment a. The wark perfoz�med and materials furnished in accordance with this Item and rr�easured wnder °`Measurement" wili be paid for at the unit prices bid per each "Fire Hydrant" installed, 3. The p�•ice bid shal] include: a. Furnishing and installing Fire Hydrants with appu��tenances as specified in the Drawings b. Dry-Bairel Fire Hydrant assembly fram base to operating nu.t c. Extension barrel and stem d. Adjusting hydrant to the appropriate height e. Painting f. Pa�ement Reznoval g. Excavation h, Freight, loading, unloading and handling i. Disposal of excess material j. Furnish, placement and compaction of embedment k. Furnish, plaeement and compactian of back#"xll 1. Blocking, Braces and Rest m, C1ean up n. Disinfec�ion C1TY OF CORT WQR'CI� Noi7h Tar•rani &xpressSegmenl 3C STANDAIiB CaNSTRUCTIDN SPSC[FICATION DOCUMENTS UdtlityAsse�nbly 35i7'-U-Q517 Revised Apri120, 2021 33 1240-2 FIRE HYDRANTS Page 2 of 7 !7 o. Testing 2 1.3 RE�ERENCES 3 4 5 6 7 8 9 ia II 12 l3 14 15 16 17 18 19 20 21 A. Definitions 1. Base: The lateral connection to the fire hydrant lead.; aIso called a shoe B. Reference Standarc�s 1. Reference standards cited in this Specification �•efer to the current reference standard published at the time of the latest i•evision date lagged at the end of this Specification, unless a date is speci�caily cited. 2. Arr�e�•ican Water Works Assaciation (AWWA): a. C502, Dry-Barrel Fire Hydranfs b. Manual of Water Supply Practices M17 (AWWA Manual M17) — Ins�allation, Fielci Testing, and Maintenance of Fire Hydrants 3, NSF Internationa� a. 61, Drinking Water Systern Components — Health Effects 4. Nationai Fire Protection Association (NFPA) a. I463, Standard for Fire Hose Connections� 5. Underwriters Laborator�es, Ina (UL} a. 246, Hydranfs %r Fire-Protectior► Service 6. Faetory MutuaI (FM} a. Class Number 151 �, Appraval Standard far Fire Hycfrarat {Dry Barrel Type} for Private Fire Serviee 22 1.4 AD1I�TISTRATIVE REQUIltEMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accardance with Section Ol 33 Op. 25 26 1.6 27 zs 29 30 31 32 33 3� 35 36 1.'� B. All submittals shaII be approved by the City priar to constructian, ACTION SUBMITTALS/IIiTFORMATI�NAL SUBMITTALS A. Product Data 1. Dry-Barrel Fire Hydrant stating; a. Main valve opening size b. Nozzle arrangement anci sizes c. Operating nut size d. Operating nut operating direction e. Working pressure rating f. Component ass�mbly and materials g. Coatings and Finishes CLOSEQiTT ST]BNIITTALS [NOT U5ED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE 39 A. Qualiiicatians 4Q 1. Manufacturers �Fl a. Diy-Barrel Fire Hydrants shall be the produci of 1 zzaanufacturer. CIi'Y OF POI2T W�RTH Nor7h Tar•�•ant Lxpress Segme�l3� STANDAI2D CONSTRUCTION SPECIPICATION DOCUMENTS Uiilit�� Assembl�� 35W-U-OSI7 Revised Apri120, 2021 33 izao-3 FIRE IiYbRANTS Page 3 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1) Change orders, specials an� �eld changes may be provided by a different manufacturer upon City appraval. 2. ❑ry-Barrel Fire Hydrants shall be in confoKrr►ance wiih AWWA C502, UL 246 and FM 1510. 1.10 DELIVERY, STORAGE, AND HANDLING A. Sta�•age and Handlir�g R�quiremants I, Store and handle in accordance with the guidelines as stated in AW�VA C502 and AWWA Manual M1'1. 2, Protect all parts so that nn damage or deterioration will occur during a prolong�d delay from the time af shipment until insYalIation is completed and the units and equipment are ready for operatian. 3. Protect all equipment and parts against any damage during a proIonged period at the site. 4. Protect the finished surfaces af all exposed flanges by wooden b�ank flanges, strongly built and securely bolted thereto. 5. Protect finished iron or steel surFaces not painted to prevent rust and cor�•osion. �. Prevent plastic and simiIar brittle items from being directly exposed to sunlight or extremes in temperature, 7. Secure and maintain a location to store the material in accordance with Section O1 6b 00. 21 1.11 FIELD CONDITIONS [NOT USED] 22 1.12 WARRANT'Y 23 A. Manufacturer Warranry 2� 1. Manufact�az•er's Warranty shall be in acenrdance with Division 1. 25 PART 2 - PRODUCTS 2b �.1 OWNER-FURI�IISHED [on] OWNER-SUPPLIEDPRODUCTS [NOT USED] 27 28 29 30 3I 32 33 34 35 36 37 38 39 40 �.� EQUIPMENT, PRODUCT TYPE�, �.ND MA,TERIALS A. Manufacturers 1. Only the manufacturers as Iisted on the City's Standard Products List will be considered as shown in Sectian O1 60 00. a. The manufacturer must corr►ply with this Specification and related Sections. 2. Any product that is not listed on ihe Standard Praducts List is considered a substitutian and shall be submitted in accordance with Section O1 25 00. 3. The Dry-Barrel Fit•e Hydrant shal l be ne�v and the produat of a manufacturer regularly engaged in the manufactueing of D�y-BarreI Fire Hydrants having similar service and size. B. Description l. Regulatory Requirements a. Dry-Ban°el Fire Hydrant shall meet o.r exceeti the latest revisians of AWWA C502 and sha11 meet or exceed the requirements of this Specification. CITY QF PORT WORTH Na�Ih Tar•r•anl Express 5egmerr� 3C 5TANDARb CONSTRUCTION SPECIFICATIOI� DOCUMENTS 1Jlilrry Assen:bly 35YV-U-0517 Revised Apri) 20, 2021 33 12 AO - 4 F[RE IiYpRAN'1"S Page 4 af 7 ! 2 3 4 5 6 7 8 9 10 11 iz 13 14 15 I6 17 l8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 b. All Dry�Barrel Fire Hydrant components in contact with potable water shall confor�n ta #he requirements of NSF 61. C. Performance / Design Criteria 1. Capacities a. Rated v�rorking pressure of 250 psi or greater 2. Design Criteria a. Operating nut 1} Unifonnly tapereci square nat measuring: a) 1 inch at the base b} �/s inch at the top 2) Open by iurning the operating nut to the right clockwise) a} Pro�ide aperating direction clearly marked with an arrow and the word "OPEN". 3) Provide weather shield with operating nut. b. Main Valve l} Minimum 5�/a-ineh opening 2} Compression type a} Opening against pressure b} Closing with pressure c. Nozzles 1) `T' shape, 3 nozzle arrangement 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 a) Hose nozzles (l } 2 x 2�Iz-inch (nominal size of connection) (a) i 80 degrees apart (b) Thread Designation 2.5-7.5 NH (NPl'A I963} b) Pump nozzle (1) 4-incl� (nominal size af connection) (a) Thread Designation 4-4 NH {NFAA 1963} d. Hyd��ant Barrel CanfiguratiQn 1) Upper barrel 2) Breakable flange and stem a} To be installed above ground at the connection to the upper bat�rel 3) Extensian barrel (if needed) and lower barrel a} Extension barrel and stem (1) Lengthen in 6-inch increments e. Drain Valve 1) Non-corrodible material 2) Spring operated drain valves are not allowed. D. Function l. Drain Va1ve a. Drain fire hydrant ban�els wlien main valve is closed. B. Ma%r�a�s 1. Furnish materials in accordanee with AWWA C502, 2, Dry-Ban•el Fire Hydrant Assembly a. Internal parts 1) Threads CITY OF PQRT WpiiTH STAAIbAItD COIV5TRUCTION SPECIFICATIQN bOCIiM�NTS Revissd Apri120, 2D21 Nar•th Tar•r•artt Expi ess Beguter�l3C Utility r3ssembCy 3SW-U-05I7 331240-5 FIRE HYDRANT5 Page S of 7 1 2 3 4 5 6 7 8 9 1p ]1 12 13 14 15 16 17 18 19 aa 21 22 23 24 25 26 27 28 24 F a) Pravid.e aperating thread designed to avoid metal such as iron or steel threads against iron or steel parts. 2) Stem a) Stem 1Vuts {1) Provide bronze stem nuts. (a) Grades per AWWA CS02 b) Where needed, stem shall be groo�ed and sealed with O-rings. 3. Prc�vide crushed rock �or placement arounci base conforining to Sectian 33 05 l4. Finishes 1, Primer Materials a. �'urnish primei• for Dry-Barrel Fire HydranYs in accordancs with AW1h�A C502. 2. Finish Materiais a. Dry-Barj•el Fire Hydrant 1) Exterior a) Above grade (1} Furnish exterior eoating for above grade Dry-Barrel Fire Hydrant asseznbly components in accordance with AWWA C502. (2) Coating st�all be Flynt Al.umi;ium Paint in Silver, b) B�law grade (1) Furnish exterior coating for below grade Dry-Bar�•el Fire Hydrant assembly components in accordance with AWWA C502. 2) Intez•ior a) Interior coating far Dry-Bar�•el Fixe Hydrants assemblies in accordance �;t�n A�wA csaz 2.3 ACCESSORIES A. Polyethylene Encasement 1. Provide paly�ethylene encaseinent in accardance with Section 33 l 1 l 0. B. Embedment 1. P�•o�ide crushed rflek and filter fabric in accordance with Section 33 OS l0. 3� 2.4 SOURCE QUALITY CONTR4L 3] A. Tests and Inspections 32 1. Testing aud inspection af Dry-Ba�rel Fiz•e Hyd��ants in accordance with AWWA 33 C502. 34 B. Markings 3�5 1. Provide each Dry-Ba�rel Fire Hydrant mark�d in accordance with AWWA C502. 36 PART 3- EXECUTIQN [NOT USED� 37 3.1 INSTALLERS [NOT USED] 38 3.� EXAIVIINATION [NOT USED] 39 3.3 PREPARATION [NOT USED] 40 3.a INSTALLATION 41 A. Gen�ral crr� oF rnx-r wox-r� STANDARD CONSTRUCTION SPECIFIGA`1'ION bOCUMEN'I'S Revised April 20, 2021 No�7h Ta!•rani Express 5egtnenl3C Utiliry Rssenrbly 3SW-U-DSI T 33 12 4U - G I'IIiL iiYDRANTS Page b af 7 1 2 3 4 5 b 7 8 9 10 I1 12 13 14 35 16 r� 18 19 20 21 22 23 l. [nstall in accordance with AWWA ManUaI oi�Vater Supply Practice Mi7, manufacturer's recomrnendations and as shawn on the Drawings. 2. Provide �artical installation with braces, rest aud blocking in accordaa�ce with City Standard Details. 3. Exca�ate and backfill trenches in accordance with 33 OS 10. 4. Embed Dry-BaM•el Pire Hydrant assemblies in accordance with 33 OS 1Q. a. At the location of the we�p lzoles, varap barrel with po�yethylane encasement and crushed rock with �lte3• fabric to preveirt clirt and debris from entering the fire hydrant. 5. Polyethylene encasement installativn shail be in accordance with the applicable portion of Section 33 11 l�. 6. Install concrete blocking and rest in accordance witla Section �3 30 00 as indicated in the Drawings. 7. A minimum 113 cubic yard nf crushed rock shall be placed around the base, in accordance with AWWA Manuaj of Water Supply Practice M17, ta allaw cirain outlets ta operate. a. The crusI�ed rock should extend 6 inches above the drain outIets and a minimum of l foot on al1 sides ofthe �re hydrant base. 8. Firre hydrant lead line shall be installed with a maximum cover of 7 feet. a. Cover is measui'ed from the invert at the fire hydrant base, vertical to ground elevation. b. Fittings may be used along �re lead line to ensure tn�ini�num and maximum covej• rcquarements are met. 24 3.� REPAIIt / RESTURATION [NOT USEDj 25 3.6 RE-INSTALLATION [NOT USED] 26 3.7 FIELD CONTROL 27 28 29 30 3i 32 33 34 3S 36 37 38 A. Fie1d Inspections 1. The Dry-Barrel Fire Hy�drant and assemhly shall perform as intended with no deformation, leaking or damage of any �Cind for the pressure ranges indicated.. 2. City inspector will issue final inspectron notice to City staff. 3. City Field Operations �taff and Fir� Departnaent Staff shail have the opportunity to inspect and operate the hydrant, to ensure that the fire hydrant was installed in accordance with AWWA Manuai of Water Supply Practice M17, This includes but is not limited to: a. �peration af Nazzles and operating nut are not ohstructed. b. Drain �alve is not obstructed or plugged 4, Keep fire hydrant wrapped or cdvered to rdentify that it is out of service until the water line it's connected to is put in service. 39 B. Non-Conforining Work 40 1. If access and operation of the D�y-Barrel Fire Hydrant ar its a�pui�t�nances do uot 43 meet the criteria afthe AWWA Manual of Water Supply Practice M17, the 42 Coi�tractor will reinedy the situation criteria, at the Canta•actar's expense. CITY OF FORT WORTH Na•Ih Tar•r•a�� xpress Segn�era! 3C STAN�ARD CONSTRIICTION SPEGiFICATION DUCUMENTS Utrlrty Asse�u6ly 35�Y-U-0517 Revised Apri120, 2021 331240-7 FIRE HYDRANTS Page 7 nf7 1 3.8 SYSTEM �TARTUP [1�TOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEA.NING [NOT USED] 4 3.11 CL�SEOUT ACTIViTIE� [1�TOT IISED] 5 3.1� PROTECTIOI�T [NOT USED] 6 3.13 MAINTENANCE 7 3.I4 ATTACHIV�NTS 8 0 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 2.2.F.2.a. ]).a).(2} Addad paint manufacturer specificatio� 1212d12012 D. Johnson 2_2,C,2,c Revised pumper nozzle noaninal diametez• and added NPPA 1963 Thread Designafions Specification MadiFied to be in accordance with the Reduction of Lead in DrinEcing Water Act (P.L. 111-380) — A11 material s to be ]ead-free in accordance with this act. 1 1127/20 1 3 D. Townsend Sections modified a��e I.I.A.I, i.9.A.2, and 2.2.E.] Sec#ions added are 1.3.A.2, 1.3.B.7, l.b.B.l, 2.2.B.l.c, 2.4.8.2 H.R. 3585 (P.L. 113-64) signed into law 1/2/2014 waived Reduction of Lead in Drinking Water Act (P.I,. I I]-380) requirement fnr fire hydrant. Al] previaus revisions related to "lead-fre,e" require3nent are now deleked including thase revisians 1I312014 b. Townsend made I 1/27/2013, those being: Sections modified a�•e 1,1.A.1, 1.9.A.2, and 2.2.E.1 Sections added a�•e 1.3.A.2, 1.3.B.7, 1.6.B.1, 2.2.S.I,c, 2.4.8.2 ia C1TY OF FORT WORTH Norlh Tarrant F.xpress 5egnrent .3C STANDARD CONSTRUCTION SPECIFICATlQN DOCUMENTS U1iJrry Assembly 35W-rl-D5L7 Revised Apri120, 2021 331250-1 WAT�Ii SAMPLI]VG S'FATIONS Page 1 of 5 i• � 2 3 PART 1- GENER�I. 4 1.1 SiTMMARY 5 6 7 8 9 10 11 �z S3 14 15 16 17 18 19 20 �� .� �2 23 z4 2s 26 2/ 28 2R 3q 31 32 33 34 35 36 37 38 39 40 sECT�oN 3� a�z �o WAT�R SAMPLING STATIONS A. Scction Includes: 1. Water satnpling stations for pntable water mains B. De�iations fram this City of Fart Worth Standard Specifieation i . N.one. C. Products Installed But Noi Furnished Under This Section 1. 1-inch water service line a. From water main to curh stop (including tap) D. Related Specificatian Sections include, laut are not necessarily limited to: � <1 _Division 1 — General Requirements Section 03 30 00 — Cast-In-Plaee Concrete •'�ectian 33 a4 40 — Cleaning and Aeceptance Testing of Water Mains ' Section 33 d5 1Q — Utility Trench Excavation, Embedment and Backf'ill �- Section 33 12 10 — Water Servi¢es 1-inch to 2-inch Section 33 12 25 — Connections to Existing Water Mains �}��:.'�i� �� .�}�� 'i� -__•-�' �� i�=====x�=aa �_- �� Si� - - _ - - -- - -=�,,�-- ^- . _ � � ,,: - - - .E� W--� - - - - r; ` .� - _ _ - �� ,_ . - _ i� � �..«�. � _ , .l4 � .. , « • The price bid includes: J) Furnishing and installing Sarnpling Station with appurtenances as speci.fied in the Dravmings 2) Meter box and Lid 3) Concrete support block 4) Curb stop 5) Fittings 6) Incidental5 feet of service line 7) Pavem�nt RemovaI 8} Excavation CITY OF FORT WORTH STANIIARD GONSTRUCTION SPECIE'ICATiDN DOCiJMENTS Revised April 20, 2021 Norfk Tarran! �xpress Segment 3 C Uiility rlssembly 35F� U-0517 331250-2 WATER SAMPLING STATIpNS Page 2 of 5 1 2 3 4 5 6 7 8 9 ra 11 12 9) Hauling 10) Dispos.al af excess material 11) Clean up 12) Disinf'ection 13) Testing 2. Water Sampling Statian installed pex Citty Standard Details. a. Measuremeni 1} This Item is considered subsidiary to Water Meter Vaul.t. h. Payment 1} The work perfortned and the rnaterials furnished in accardance witn this Item are subsidiary to the unit price per each �Vater Meter Vault (with Sarnpling Station} install�d and no other compensation will be allowed. 13 1.3 REFERENCES I4 IS I6 I7 18 19 20 1.4 A. Reference Standards 1, Reference skandards cited iz�. this Specification refer to the current reference standard pub�ished at the time af the latest revisinn date logged at the end afthis Specification, unless a date i� specificaily ciied. 2. NSF Internatian.al a. bl, Drinking Water System Companents — Health Effects ADMINISTRATIVE REQUIREMENTS [NOT CTSED] 21 1.� SUBMrTTAL5 22 A. Suhmiitals shall be in accordance with Seetion dl 33 00. 23 B. All subrnittals shall be approved by the City prior to construction. 24 1.6 ACTION SUBMTTTALS/iNFORMATIONAL SiTBMITTALS 25 A. Product Data 26 1. Product Data submitted in accordance with Section 33 12 1 Q. 27 2. Sampling Station 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.� MAINTENANCE MATERIAL SI7BMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND IiANDLING 32 33 3�} 3S 3b 37 38 39 A. Storage and Handling Requiremants 1. Protect a]1 parts such xhat no damage or deter�oration wi11 occur during a prolonged delay from the tirne of shipment until installation is completed and the units and equipment are ready for aperatian. 2. Protect all equipment and parts against any damag� during a prolonged period at the site, 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature, CITY OF FOAT WORTH Nor'tlt Tarrant Exp�•ess Segment 3C 3TAI�DARD COHSTRUCTION SPECIFICATION DOCUMENTS U1illly Rssein6ly 35W-U-0517 Revised April 20, 2021 33l250-3 WATER SAMPLING STATIpNS Page 3 a£ 5 � 1 4, Secure and maintain a location to store the material in accordance with Section O1 2 66 00. 3 l.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [N�T U�ED] 5 PART 2 - PRODUCT,S 6 �.1 OWNER�FCJR1iiISHED PRODUCTS 7 8. 9 14 11 12 13 14 I5 �.2 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 40 41 A. Water sampling station 1. Eclipse T� Number 88 Sampling Station, or approved equal, with 12-inch depth of bury 2. Lackable, aluminuzn weather shield enclosure 3, Brass internal piping and appurtenances 4. Gal�anized riser pipe 5. Brass isolation valve with 3/a-inch female iran pipe inlet 6. Removable parts that requ�re nc� excavation EQUIPMENT, PRQDUCT TYPE, AND MATERIALS A. Mauufacturers 1, Only the ma�sufacturers as listed on the City's Standard Prodlicts List wi1l be considered as shown in Section O1 6d 00. a. The tnanufacturer must comply with this Speciiicatian and related Sectinns. 2. Any product that is not listed on the 5tandard Products List is considered a suhstitution and shall lae submitted in aceordancc with Section O1 25 00. 3. "['he Water Services and appurtenances shall b� n�w and the product af a rnanufacturer regulariy sngaged in the manufacturing of Water Services and appurtenances ha�ing similar service and size. B. Description 1. Regulatory Requirements a. All Water Sampling Station components in contact witl� potable water shall canform ta the requirements of NSF 61. C. Materials 1 Design Criteria 1. Water Service a. Iz�. accordance with Seotion 33 12 10 include: 1) 1-inch Water Service 2) 3/a-inch Water Service 3) 1-inch Carporation 5top 4) 1-inch Curb Stop 5) Fittings 6) 1-inch standard plastic m�ter box 2. Concrete Pad a. In accordance with Section 03 3a 00 b. Dinr�ensions 1 j 2 feet x 2 feet C1TY OF FORT WdR7'H STANAARD CONSTRUCi'IdN SPECIFICATION DOCI]MENTS Revised Apri120, 2021 Nortli Tarrar+t Express Segmer�d 3C Utility rlssemb(y 35W-U-0517 33 12 50 - 4 WATER SAMPLING STATIONS Page 4 of5 � �.� { lI1C�ieS t171C1C 2 c. Design 3 1) Class `B' Concreie (2500 psi) 4 2) Reinforced with #4 Rebar 5 2.3 ACCESS�RIES [NOT USED] 6 2.4 SQURCE QUALTI'Y CONTRUL 7 A. Tests, Inspections and Markings 8 1. Conform to Section 33 12 10. 9 PART 3 - EXECUTIQN 10 3.1 INSTALLERS [NOT USED] 11 3.Z EXAMINATION �NOT USED] 12 3.3 PREPARATION [NOT USED] 13 3,4 INSTALLATION 14 IS 16 17 i8 19 za 2l az 23 24 25 26 27 28 29 3Q 3l 32 33 34 35 36 3.5 A. General 1. Install Sampling Station in accordance with City Standard Details and 5ection 33 12 10 Water to include: a. 1-inch Corporati.on Stop b, 1-inch Water Service c. 1-inch Curb Stop d, 1-inc� 90 Degree Elbow e. 1 inch x 3/ inch Reducer f. %-incl� Water Service g. Sampling Station h. 1-inch standard plastic meter box i. Concrete Pad 2. Where appropriate, placa sampling station adjaocnt to pow�r pole, elevated tank, street sign, tree or fire hydrant a.. Typical installation on short side of street b. When placing adjacent to fire hydrant: 1) Maintain 4-foot offset from fire hydrant and lead. 2) Do not tap Fire hydrant lead line. c. For installations adjacent ta valves along large v�ater mains, cannect to existing large �valve copper riser. 1} Do not tap main, unless appraved by City. 3. E�cavate, embed and backfill trenches in aceordance with 33 OS 1p. REPAIR / RESTORATION [NOT USED] 37 3.6 RE-INSTALLATTON [NOT USED] 38 3.9 FIELD QUALITY CONTROL 39 A. Field Tests and Inspections CITY OF FORT W�RTH Nor•tir Tarran! Eapress Segmenl3C STANBARA CONSTRUCTION SP�CIFICATION BOCUMENTS Utifity Assembly 3SW-U-a517 Revised April 2Q, 2021 33 12 50 - 5 WAT�R SA3vfPLING STATIONS Page 5 vf 5 1 1. See Section 33 12 10. 2 3.8 SYSTEM STARTUP [NOT IISED] 3 3.9 ADJiTSTING [NOT USED] 4 3.10 CLEANING [NOT USED] 5 3.11 CLOSEOUT ACTNITTES [NOT USED] 6 3.1� PROTECTION [NOT US�D] 7 3.13 NYAINTENANCE [NOT USED] 8 3.14 ATTACHMENTS [NOT USED] 9 14 END OF SECTION Revisian Log DATE NAME SiJMMARY QF CHAIVGE 1.2.A.l.c --1-inch standard meter box added to price hid 12/20/2Q12 D. Johnson 2.2.C.l.a - 1-inch standard meter box added to materials list 3.4.A,1 - 1-inch standard meter box acEded to installation 13 CITY OP FORT WORTH Not•t1� Tart•arrl L'aipress SegiMeul3C STANDARU CONSTRUCTION SPECIFICATIO� DDCUiVIEir1TS Ulility.4sse�nbly 35f�V-U-1J517 Iievised April 20., 2D21 3312b0-1 STANDARD 6LOW-OFF ASSEMBLY Page 1 of 4 1 2 SECTION 33 12 60 STANDARD BLOW-OFF ASSEMBLY 3 PART1- GENERAL 4 I.1 SUMMARY P 7 8 9 10 lI 12 �� 14 15 16 17 18 19 20 21 22 23 24 25 A. Section Includes; 1. Standard Blow-off Assembly (6-inch thru 12-inch} B. Products Installed but Not Furnished Under This Section 1. Nane C. Deviations from this City of Fort Worth Standard Specification 1. None. D. Related Specification Sections include, but are nat necessariiy limited to: , _. . . . ., - - - � _ . .zar�c i4 7R r"��,I _ � F - � Division 1 — General Requirements Sectian 03 30 00 — Cast-in-1'lace Concrete . Section 03 84 00 -- Modifieatinns to E�cisting Cancrete Structures Section 33 OS 10 — Utility Trench Excavation, Embedment, and Backfill " 5ection 33 pS 13 —Frame, Cover and Grade Rings Section 33 1 I 10 — Ductile Tron Pipe Section 33 11 11 — Ductile Iton Fittings � - � - - - � - _ - - -- -- _ ; - � . i � ._ �-1 iirac' i- _.�,- Section 33 11 14 — Buried Steel Pipe and Fittings Section 33 12 20 — Resilient 5eated Gate Valve Section 33 39 10 — Cast-in-Place Concrete Manholes '�"�- Section 33 39 20 — Precast Concrete Manholes 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 3�4 3S 36 37 38 39 A. Measurement and Payrnent 1. Measurement a. Measurement for this Item shali be per each. b. Measurement ir�cludes gate valves, piping, appurtenances, maz�l�.ole and cast-in- place concre�e bases. 1) Tee or outlet from water main is measured and paid for separately. 2. Payment a. The work per%rmed and the materials furnished in accordance with this Item sha11 be paid for at the unit price bid per each `Blovcr Off Valve" installed far: 1) Various sizes 3, The price bid shall include: a. Excauation b. Pre-cast or cast-in-place concrete manhole and appurtenances CITY OF FORT WORTH STANDARD CONSTRUCTION 5PECIFICATION D�CUMENTS Revised APx'il 20, 2021 Norlk Taf•rant Express Segmenl3C UtiHty Assem6ly 35W-U-0577 �� z �o - z STANDARB BLOW-OF'P ASS�MBLY Page 2 of 4 � � i c. Cast-in-place concrei� gate valve bases d. Crushec� rock founciati.on e. Hinged frame and cover £ Piping, va�ves and appurt�nances g. Fittings (excluding tee or outlet on water main) h. Horizontal thrust hlocking i, Backfill j. Pavement remaval k. Hauling l. Disposal of excess mat�rial m. Placement and compaction of haekfill n. Clean-up o. Surface restoration associated with blow-off valve manhole and piping 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIltEMENTS [NOT USED] 1 2 3 4 5 b 7 8 9 IO 11 12 13 14 15 1.5 SUBMITTALS 16 17 A. All submittals shall be in acc�rdance with Section O1 33 00. 1 S B. All submittals shall be approved by the City prior to delivery. 19 1.6 ACTION SUBMITTALS/IN�ORMATIONAL SUBNIITTALS 20 A. Product Data I21 ,... . . . � � _� 'y 22 -1 Piping 23 Isoiation Valves 24 - � Franne and Cover 25 ' Concrete mix design f�r gate valve bases 26 1.9 CLOSEDUT SUBMITTALS [NOT IISED] 27 1.8 MAI�iTENANCE MATERIAL SUBMTTTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, ,AND HA.NDLING [NOT USED] 3� I.11 FIELD [SITE] CONDITIONS [NOT IISED] 31 ] .12 WARRANTY 32 A. Manufacturer Warranty 33 1. Manufaoturer's warranty shall be in accordance with Division 1. C1TY QP FDRT WORTH STANDARD CDNSTRUCTION 5P8CIFICAT[ON DOGUMENTS Revised April 20, 2621 IVorth Tcrrrant Fxpress 3eg��eni 3C Utilily Assembly 35W-U-0517 331260-3 STANDAAD BLOW-OFF A55EMBLY Page 3 of 4 1 PART � � PRODUCTS 2 2.1 QWNER-FURNISHED [oR] �WNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 EQ[T�PMENT, PRODUCT TYYk;S, MATE1t.I.AI.S 4 5 6 7 8 9 10 11 I2 13 A, Materials 1. Cast-in-Place or Precast Concrete Manholes — Conform to Sections �3 39 10 or 33 39 20 2. Gate Valves — Con%rm to Section 33 12 20 3. Duetile Iron Pipe — Conform to Section 33 11 10 4. Ductile Iron Fit�ings — Conform to Section 33 11 I 1 5. Hinged Frame and Cover — Cnnform to Section 33 OS 13 6, Concrete Mix Design — Conform to Section 03 30 00 2.3 ACCESSORIES [NOT iJSED] 2.4 �OURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUT�ON i 5 3.I INSTALLERS jNOT iTSED] 16 3.2 EXAMInTATION 17 A. Evaluation and Assessment 18 1. Verify lines and grades are in accardance to th.e Drawings. 19 3.3 PREPARATION [NOT USED] 2D 3.4 INSTALLATION 21 A. Insta3l blovu-off assembly in accordance with respectiv� manufacturer's 22 recammendations, 23 B. Pipe Penetrations 24 1. Conform io Section 03 $0 D0. CI'I'Y �F FpRT WORTH Nar!!t Tarrrrnl �xpress Segmextf 3C SFANDARD CONSTRUCTIDN SPECIFICATION DOCUMEI�TS Ulilrty Assembly 35W-U-p51T Revised Apri120, 2Q21 �3 az�o—a STANDARD BLOW-OPF A3S�IVIBL'Y Page 4 of 4 ] 3.5 REPAIR 1 RESTORATI�N �NOT USED] 2 3.6 RE—INSTALLATION [NOT USED] 3 3.7 FIELD QUALYTY COIi�TROL �TOT USEDj 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.14 CLEANING [NOT IISED] 7 3.11 CLOSEOUT AC'1`IVITIES [NOT USED] 8 312 PROTECTION [N�T USED] 4 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11. 12 END �F SECTION Revision Lag DATE NAM� SUMMARY OF CHANGE 13 C1TX OF FQRT W04tTH Nor•t1f Tarrar�t �rpress Segmen! 3C S'1'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Uliliry flssetnbly 35W-U-051 % Rer+ised April 20, 2021 33391D-1 CAST-IN-PLACE CONCREI'E MA�IHOL� Page 1 of 7 sECTrorr s� 3g io CAST-iN-PLACE CONCRETE MANHOLE PARTI�GENERAL 11 SUMMARY A. Section Includes; 1. Sanitary Sewer Cast-in-Place Concrete Manholes B. Deviations frvm this City of Fort Worth Standard 5pecification 1. None. C. Related Specificatian �ections ivclude but are not necessarily limited to: 1. Division 0— Bidciing Requirements, Cantract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast-In-PIace Concrete 4. Section 03 80 00 — Modifications to Existzng Concrete St�-uctures 5. Saction 33 O1 30 -- Sewer and Manhale Testing b. Sectic�n 33 OS 13 —Frame, Cover, and Grade Rings 7, Section 33 39 60 --Epoxy Liners for Sanitary Sewer Structures 1.� PRICE �ND PAYMENT PROCEDURE5 A. Measuremeni and Payment Manhale a. Measurement 1} IVleasureinent for tlus rtem shall be per each. b. Payment 1} The work perfarined and the materials furnished in accordance �ith �his Item shall be paid for at the unit price bid per each "Mauhale" installed for: a) Various sizes b} Various types c. Tk�e price bid will incluc�e; l} Ivlanhole stntcture camplete in p�aee 2j Excavation 3) Forms 4) Concr�te 5) Backfill 6) Foundation 7) Drap pipe S) Stubs 4) �'rame 1 Q) Caver I 1) Grade rings C]TY OF FORT WORTH Npr•t7? Tar7^crnl �ipress Segrnenl3C STANDARD COI�'STRUCTION SPECIFICATION DOC.UMENTS Utiltly Asse�n8ly 35Y�'-U-0317 Revised Decem6er 20, 2012 333910-2 CAST-IN-PLACE CONCRETE MATIHOLE Page 2 of 7 12)1'ipe eonx�ections 33) Pavementremoval 14) Hauling 15) Disposal of excess material 16) Placement and compaction of backfill 17) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet will be per vertical foot, measured to the nearest 1/10 foot. b. Payment 1) The work perfarmed and the materials furnished in accordance with this Item anci measured as prnvided undej• "Measurement" witl be paid far at the uuit price hid per vertical foot for "Extra Depth Man�ole" specified for: a) Various sizes e. The price bid will include: 1} Ma�thole structure comglete in place 2} Excavation 3} For�ns 4) Rein�orcing steel (if requir�d) 5} Concrete 6) Backfill 7} Foundaiion 8} Drop pipe 9) Stubs 10) Frame 11) Cover 12} Grade rings 13} Pipe canneetions 14} Pavement removal 15} Hauling 16} Disposal nf excess material 17) Placement and campaction of backfill 1$} Clean-up 3. S�nitary Sevver 7unctian 5fructure a. Measurement 1) Measurement for this Item will be per each Sewer Junciion Siructure being installed. b. Payment 1) The work performed and materials iurnished in aecordance with this Item and measured as provided under "Measurement" shall be paid for at the lu�np suiu bid per each "Sewer Junction Str��ch�re" location. c. Price bid will include: I) Junction Structure complete in place 2) Excavaiion CITI' �F F�RT WORTH Nor1h 7"arrant �:ipress Segme�r 3C STANDARI} CONSTRUCTION SP�CIFICATION OQCUMENTS Utilrry Assembly 35W-U-Q517 Revised Aeeemher 20, 2Ui2 333410-3 CAST-IN-PLAC�, CQNCRETE MANHOLB Page 3 af 7 3) Forrns 4) Rein%rcing steel {if required} 5} Concrete 6) Backfill i) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) �ipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Pla.cement and campaction of backfill 18) Clean-up l.3 REFER.ENCES A. Definitions 1. Manhole Typ� a. Standard Manhole {See City Standard Details} 1) Greater than 4 feet deep up to 6 feet deep b. 5tandard Drop Manhole {See City Standard Details) 1) Same as Standard Manhole wi#h external drop connection {s} c. Type "A" Manhole (See City Standard Details} 1) Maz�aole set an a xeinforced concrete black placed araund 39-inch and larger sevcrer pipe d, Shallo�uv Manhole (See Czty Standard Details} I) Less than 4 feet deep wiih formed invert for sewer pipe diamet�rs smaller thaYt 39-ineh 2. Manhole Size a. 4 foot diameter 1} Used �vith pipe ranging from $-inch to I S-inch b. 5 foo# diameter 1) Used with pipe ranging from 18-inch ta 36-inch c, See specific manhole design on Drawings for pipes larger than 36-inch. B. Referenae Standards ]. Reference standards cited i�n t�ais Specification refer to t�ae curiren.t referez�.ce standard published at the time of the latest revision date loggad at the end of this Sp�cifi.cation, unIess a date is specifically cited. 2. ASTM Tn�ern�tional {ASTM); a. D4258, Standard Practic.e for Surface Cleaning CQncrete for Coating. b. D4259, �tandard Practice for Abrading Conerete. 1.� ADMINISTRATNE REQi1IItEMENTS [NOT USED] CITY OF FDRT WORTH Norih Tarranl Express Segtnerrt 3C STANDARD CONSTRUCTIOIv SPECIFICA'I'IQN DqCUMENTS Utility Assembly 35W-U-051 i Revised December 20, 20 f 2 33 a� �o -a CAST-IN-PLACE CONCRETE MANHOLE Page 4 of 7 1.� SUBMITTALS A. Submit�als shall be in accordance with Sectian �1 33 00. B. All suhmittals shall be approved by the City priar to delivery. 1.6 ACTTON SUBMITTALSfINFORMATIONAL SUBMITTALS A. Product Data 1. Drop connection materials 2. Pipe connections at manhole walls 3. Stubs and stub �lugs 4. Admixtures 5. Concrete Mix Design 1.� CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] L10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FTELD [STi'E] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART � - PRODUCTS 2.1 OWNER FURNISHED [os] OWNER-SUPPLIEDPRODiTCT� [NOT USED] �.� EQU1Pl1'IENT, PRODLTCT TYPES, MATERIAL$ A. Manufaciurers I. Only the manufacturers as listed on the City's Standard Praducts List will be cansidered as shown in Sectian O1 60 00. a. The �azaufacturer znust cozxiply with this �p.ecification and related Sections. 2. Any product that is not Iisted an the Standard Products List is considered a substitution and shall be submitted i� accordance with Section 0 i 25 OQ. B, Materials 1. Concrete — Confoz�a to �ection. 03 30 �0. 2. Reinforcing SteeI — Conform to Section 03 21 afl. 3. Frame and Cover — Conform to Section 33 QS 13. 4, Grade Ring — Confortn to Section 33 OS 13. 5. Pipe Connections a. Pipe connections can be premolded pipe adapter, flexible lncked-in boot adapter, or integralIy cast gasket channel and gasket. I 6. Interior Caating or Lin�r — Conform to Section 33 39 60, if required. CITY OF FORT W(}RTH North Tari•ant Express .Segmen[ 3C STANDARD CONSTRUCTION SPECIFICATION UOCUiVIENTS Ulility Assernbly 3SY{'-U-0517 Revised December 20, 2012 33391d-5 CAST-IN-PLACE COI�CRETP.. MANHOLE Page 5 af 7 7. Exterior Coating a. Use Coal Tar Bituznastie �or below grade damp proofing. b. Dry film thickan.ess shall be no less than 12 anils and no greater than 30 mils. c, Solids content is 68 percent by volume � 2 percent. 2.3 ACCESSORIES [NOT USED] 2.4 S�URCE QUALITY CONTROL [NQT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NUT USED] 3.3� EXAMINATION A. Evaluation and Assessm.ent 1. Verify line� and grades are in acc.ordance ta the Drawings. 3.3 PREPARATION A, Foundatian Preparation 1. Excavate 8 inches belaw manh�ole faundation. 2, Replace excavated soil wvith course aggregate, creating a stable base for the manhole construciion. a. If soil conditions or ground water prevent use of coursa aggregate base a 2-inch �nud slab may be substituted. 3.4 TNSTALLAT�ON A. Manhola Construek m�a�ale to dimensians shown on Drawings. 2. Cast manhole foundatian and wall monolithically. a. A cold joint with water s#ap is allorved when the manhale depth exceeds l2 feet. b. No other joints are allowed unless shown on Drawings. 3. Place, finis� and cure concrete accoxding to Section 03 30 00. a, Manholes must aure 3 days before backfilling araund structure. B. Pipe connection at Manhole 1. Do �ot construct joints of sewer pipe withzn wall sectians af manhole. C. Invert 1. Construct invert channels to provide a smooth waterway with no dzsx-uption of flow at pipe-manhole connectioris. 2. For direction changes of mains, construct channels tangent to mains with maacimum possible radius af curvature. a. Provide curves for side inlets. 3. Sewer pipe may be laid through the manhole and the top 1/� of th� pipe removed to facilitate manhole construction. CITY OF FORT WflRTH Not7fa Tarratad Express Segmenl3C STA1VDAltD CONSTRUCTI01� SPECIFICAT]ON DOCUNIEN'i5 Utility.�ssembly 35W-U-0517 Revised �ecember 20, 2012 333910-6 CAST-iN-PLACE CONCRETE MA71IiOLE Page 6 oF 7 4. For all standard manholes provide f��l depth invert. 5. For exarnple, if 8-inch pipe is connected to manhole, cflnstruct the invert to full S inches in depth. D. Drop Manhole Connection 1. Install drap connection when sewer line enters manhole higher than 24 inches above the invert. E. Fiu�al Run Elevation 1. Install cancrete grade rings for heaght adjustment. a. Construct grade ring vn load bearing shoulder of manhale. b. Use sealant between rings as shawn on Drawings. 2. Set frame on top of manhole or grade rings using continuous water sealant. 3. Remo�e debris, stones and dirt to ensure a watertight seal. 4. Do not use steei sk�ims, wood, stones or oth�r utispecified material to obtain the final surFace elevation of ihe rnanhole frame. F. Iniernal coaiing 1. Internal coating application will conform to Section 33 39 60, ifrequired by Drawings. G. External coating 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of the caating. � 2. Cure for 3 days hefore backfilling around structure. 3. Coat the same date the %rms are removed. 4. Prepare surFace in accordance with ASTM D4258 and ASTM D4259. 5. Application will follow manufacturer's recominendation. H. Modifieations and Pipe Penetrations 1. Conform to Sectian 03 80 00. I. J�nction Struci�res 1. All structures shall be instailed as specified in Drawings. 3.� REPAIIt / RESTORATION [NOT IISED] 3.6 RE-IN�TALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Per%rrn vacuum test in accordance with Seetion 33 01 30. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADNSTING [NOT USED] 3.10 CLEANING [NOT USED] � 3.l 1 CLOSEOIIT ACTIVITIES [N�T USED] CITY OF FORT WORTH Narlh Tarrant Fapr•ess Segrnei�l3C STANbARD CONSTRi7CTIQN SP�CIFICATION AflCUMENTS Utrlity Assembly 35W-U-OSI i Revised Qeeem6er 20, 2D l2 333910-7 CAST-iN-PLACE GONCREi'E MANHOLE Page i of 7 3.12 PROTECTIUN [NOT iT�ED] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMEI�TTS [NOT USED] END OF SECTION Revision Log DATE NAM� SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A. !.c. — reinforeing steel removed fio►n items ta be included in price bid CITY OF FORT WORTH Narth Tarr•ani Express Segrnext 3C STANDARD CbNSTRIICTION SPECIFICATION DOCU4vIENTS Utility Asse�nbly 35W-U-0517 Revised December 2Q, 2012 333920-1 PRECAST CONCRETE MANHOLE Aage 1 oF7 ,, ;. i � l 1 2 3 PART1� GENERAL 4 1.1 SiJMMARY S 6 7 8 9 10 I 11 � 12 13 I4 15 I Ib I7 I �8 19 2� 21 22 23 24 25 26 27 28 29 30 31 32 33 3�4 35 36 37 38 39 �FO 41 SECTION 33 39 �0 PRECA�T CONCRETE MANHOLE A. Sectian Includes: 1. Sanitary Sewer, Water Appurtenance, or Reclaimeci Water Appurtenance Precast Concrete Manhales B. Deviations from this City of Fort Worth Standard Specification l. Nane. C, Related Specification �ections includ�, but are nvt necessarily limited to: 1. --� . - �- • -� - � � -- _ .. . _k; 2. Di�c+ision 1-- General Requirer�ents 3. Section 03 30 00 — Cast-in-Place Concrete 4. 5ection 03 80 00 -- Modifications to EJcisting Concrete Structures — � �: ' — ' ' .� - �. Section 33 OS 13 — Frame, Cover, and Grad� Rings ..�.__--- _. . __ __ --- -. - -- : �_ n � I.� PRICE A1VD PAYMENT PRQCEDURES i ��IOT USED — SUBSIDIAi2Y TO T:rv��l•j, �.:j, `±�11' Lt,;��Jl--� ` -- A. Measurement and Payrrzent 1. Manhale � - � - - -;� - � ,;.. - - � y� . .......�..,_ _�. ..._..... � .._ ,... _... -_ ,.. _ __ ..__.... �.__.. __. . i-� .t��--oinull�� -��.�L� � �r tl��, �� ,:i� ,.. � l.;.i «e ..4. -�i►A.�.,h..[�o�'�t.�1� , ��^�F=�' � � ° The price bid will include: 1} Manhale structuz-e cozz�plete in place 2) Excava�ion 3) Forms 4) Reinforcing steel (if'required) 5) Concrete 6) Backfill 7) �ouadation 8) Drap pipe 9) Stubs 1 d} Frame 11} Cover CITY OF FORT WORTH STANDARD CpNSTRUCTIpN SPFCIFICATION AOCUMENTS Revised April2fl, 2p21 North 7'arrcrttt Express Segutenl3C Utrlriy AssemBly 35W-U-pS17 �� zo - 2 PRECAST CONCRBTE MANHOL�. Page 2 af 7 1 2 3 4 5 6 7 8 9 10 11 1L 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 � 36 1.3 REFERENCES 37 3$ 39 40 41 42 43 44 45 �F6 47 48 A. Definitaons The prica bid will include: i} Manhole structure complete in place 2) Excavation 3} Fortns 4) Reinforcing steel (if required) 5) Concrete b) Back�'i11 7} �'aundation 8) Drop pipe 9) Stulas 14} Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement remaval 15) Hauling 16) Dispasal of excess material 1'1)1'ia�ement and compaction of back%11 1 S) Clean-up ., _ � _ _ � at„� ., ,,..s 1 �1 n F ,.+ m cc—�-'� -- . . r. y }� . � « „ ,�t F t F. .. �4�' t, ri rl. 11 �f i l�� 'F� .i � - - . � =:+n�'em-z.-� ^--rv��icc;,;-rvvm—rlais:irivr--�pva.;r,=a�,-`T � �� . � 12) Grade rings 13) Pipe connectians 14) Pavement renloval 1 S) Hauling 16) Disposal of �xcess material 17) Placement ax�d compaction of backfill 18) Clean-up Extra. Depth Manhole a. Measu�rement 1. Manhole Type a. Standard Manhole (See City Standard Details) 1) Greater than 4 feet deep up ta 6 feet deep b. Standard Drop Manholc {Sae City Sta�dard Details) 1) Same as Standard Manhole witl� external drap connectian(s} c. Type "A" IVlanhole {See City Standard Details} 1) Man11o1e set on a reinforced conereta block placed az�oun.d 39-inch and larger sewer pipe. d. Shallow Manhole (See City Standard Details} 1) Less than four 4 deep with forined invert for sewer p.ipe diameters smaller than 39-inch CITY OF FORT WORTH STANDARD COPISTRUCTIO�i SPEC1FiCATION DOCUMENTS Re�ised Apri120, 2021 Na71i Tarrant Eapress �egment 3C Utility Assembly 35W-U-a517 333920-3 P[�ECAST CONCRETE M AAiFIOLE Page 3 of 7 t � 1 2 3 4 5 b 7 8 9 10 11 12 13 14 iS 16 17 18 19 2fl 2] 22 1.4 2, Manhale Size a. 4 foot diameter 1) Used with pipe ranging frorn 8-inch to 15-inch h. 5 foat diameter 1) i3sed with pipe ranging from 1 S-ineh to 36-inch 2) See specific rnanhole design on Drawings for pipes larger than 36-inch.. B. Reference Standards 1. Reference standards cited in this Specificatian refer to the current reference standard puhlished at the tivae of'the latest revision date logged at the end ofthis Specificatinn, unless a date is specifically cited. 2. ASTM International (ASTM}: a. C443, Standard Specification for Joint far Concrete Pip� and Manholes, Using Rubber Gaskets b. C478, Standard Specification for Precast Reinforced Conerete Manhole Seetians. c. C923, Standard S�ecification for Resilient Connectors Between Reinforced Concrete Manholes Structures, Pipes, and Laterals. d. D1187, Standard Specification for Asphalt-Base Einulsian for Use as Protective Coatings for Metal e. D1227, Standard Specification for Emulsified Asphalt Used as a Protective Coatzng for Roo�ng ADMINISTRATIVE REQUIItEMENTS [NOT USED� 23 1.5 SUBMITTALS 2� A. �ubmittals shall be in accordance with Section O1 33 Q0. 25 B. All suhmittals shall be appraved by the City prior to de�ivery. 26 1.b ACTION SUBMITTALSJINFORMATI�NAL SUBMITTALS 27 28 29 30 31 32 33 A. Product Data 1. Precast Concrete Manhol� 2. Drop connection materials 3. Pipe cannections at manhole walls 4. Stubs and stub plugs 5. �dmixtures 6. C.ancrete Mix Design CITY OF FORT WORTH STANDARD CQNSTRUCTION SPECIFICATIOTi DOCEJMENTS Revised Apri120, 2021 Nortlt Tarrand Express Segn:enl3G Ulility Asser�bly 35d['-U-05l7 33 39 2U - 4 PRECAST CONCAETE MANHOLE Page 4 of7 1 L9 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SLTSMITTALS [NOT i7SED] 3 4 19 QUALITY A5SU1tANCE [NOT USEDj 1..10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARItANTY 7 A. Ma�aufacturer Warranty 8 1. Manufacturer's Warranty shall be in accordance with Division 1. 9 PART � - PRODIICTS 10 �.1 OWNER�FURNYSHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] I 1 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS I2 A. Manufactur�rs 13 1. Only the manufacturers as listed on the City's Standard Praducts List will be 14 considered as shown in Section 01 64 00. 15 a. The manufactur�r must comply with this Specificatian and related Seotions. 16 2. Any product that is not Iisted on the Standard Products List is considered a 17 substitution and shall be suhmitted in accordance with Section fll 25 00. 18 19 zo 21 22 23 24 zs 26 27 28 29 30 31 32 33 34 35 36 I 37 38 B. Makerials 1. Precast Reinforced Concrete 5ecti4ns — Conform to ASTM C478. 2. Precast Joints a. Provi�ie gasketed joinis in ac¢ordance with ASTM C443. b. Minimize number of �egments. c. Use Iong Joints at tb.e botto�n and sharter joints toward the top. d. Include manufacturet's stamp nn eaeh section. 3. Lifting Devices a. Manhole seetians and cones may be furnished with lift lugs or lift holes. 1} If lift lugs ar� provided, place 180 degrees apart. 2} Ii lift holes are provided, place 18p degrees apart and grout during manhole installation. 4. Frame and Gover — Conform to Section 33 OS 13. 5. Grade Ring — Conform tQ Sectian 33 05 13 and ASTM G478. 6. Pipe Connections a. Utilize either an integrally cast embedded pipe connector ar a boot-type conn.ector installed in a circular block out apening eonforming to ASTM C923. 7. Steps a. Nfl steps are allovved. -' .� � � ,.1 - ` - - Exterior Caa#ing CITY OF FORT WOR7"ii STANDARD CONSTRUCTION SPECIFICATTON l70CUMENTS Revised April 24, 2021 ' ."_ _'' , . Norlh Tarrani F�press Segment 3C Ulrltty Assembly 35W-U-0517 333920-5 PRECAST CQNCR�T'E NI AN HOG6 Page 5 of 7 l � 2 a. Coat with non-fibered asphaltic emulsion in accordance �vith ASTM D1187 Type I and ASTM D1227 Type III Class I. 3 2.3 ACCESSORIES �NOT LTSED] 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION � 3.1 I1�TSTALLERS [NOT USED] 7 3.2 EX�MINATI�N 8 A. Evaluaiion and Assessment 9 1. Verify li�es and grades are in accordance to the Drawings. io 3.3 PREPARATION 11 12 13 14 15 lb A. Foundation Preparation 1. Excavate 8 inches below manhole foundation. 2. Replace excavated soil with course aggregate; creating a stabie base for mar�ole canstruction. a. If soil conditions or ground water prevent use of course agg�egate base a 2-inch �uct slab znay be substituted. 17 3.4 INSTALLATION 1 S A. Manhole 19 1. Construct manhole to dimensions shown on Drawings. 20 2. Precast Sections 21 a. Provide bell-aud-s}�igot design i�n.cozporating a prennoIded joint sealing 22 compound for wastewater use. 23 b. Clean bell spigat and gaslc�ts, lubricate anc3 join. 24 c. Minimize number of seg�aents. 25 d. Use long joints used at the bottom and shorter joints toward the top. 26 27 28 29 3Q 31 32 33 34 B. Invert 1. Construct invert channels to provide a smooth wate�-way with no disruption of flow at pipe-manhol� cannections. 2. For direction ehanges of zn�ains, construct channels tangent to rnains with maximum possible rac�ius of curvature. a. Provide curves for side inlets. 3. Far all standard manholes provide full depth invert. 4. For example, if 8-inch pipe in connected to manhole construct the invert to full S inches in c�epth. 3S C, Drap Manhole Connectian 36 L Install drop cnnnection when sewer line enters manhole higher than 2A� inohes 37 abave the invert. 38 D. Final Rim Elevaiion 39 1. Install concrete grade rings for height adjustnnent. CITY OF FORT WQRTH North Tarrant Express 5eglnent 3C STANpARD CONSTRUCTION SP�CIF1CATlQN DOGUMENTS Utilr.ty AssemUly 35W-U-(1517 Revised Ap�•il 20, 2021 333R20-6 PRECAST CONCRHTE MAI*IIIOLE Page 6 of 7 1 2 3 4 S 6 7 8 9 10 ir 12 13 14 15 lb 17 18 19 20 I 21 22 23 24 25 2b 27 28 29 a. Construct grade ring on load bearing shoulder of manhole. b. Use sealant between rings as shown an Drawings, 2. Set frame on top of manhole or grade rings usin.g continuous water sealant. 3. Remave debris, stones and dirt to ensure a watertight seal. 4. Do nat use steel shims, wood, stones or other unspecified material to obtain the iinal surface elevaiion of the manhole frame. � ,, • - ----�- -r; �--- ��.; �4 : .� o. ..-- - � «..,..�� , .r . _ _ _ _External coating 1. Remove dirt, dust, oil and other eont�minants that could interFere with adhesion of the coatin.g. 2. Cure manhale for 3 days befare backflling around the structure, 3. Applicafion will %llow manufa�turer's recommendation. Modificaiions and Pipe Penetrations 1. Conform to Sectian 03 80 00. 3.� REPAIR 1 RESTORATION [NOT USED] 3.6 RE�INSTALLATION [NOT USED] 3.i FIELD QUALITY CONTROL A. Field Tests and Inspections ;---�: � ' _ � ' �� .'�7�- 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANTNG [NOT USED] 3.11 CLOSEOUT ACTIVITIES �NOT USED] 312 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END �F SECTIDN Revision Log DATE NAME SUMMARY OF CHANGE 1.1.A.1 — Modified to include prec�st rnanholes fvr water and reclai�ned water applicatians 12/20/2012 D. Jahnson 1.3.B.2 — Modified to include ASTM C443, Dl 187 and DI227 as references 2.2.5.1-3 -- Modified in accordance with new ASTM references 2.2.B.10 —Modified in accordance with new ASTM references C]TY OF FDRT WORTH 3TANDARD CONSTRUCT]ON SP�CIFICATION DOCUMENTS Revised April 20, 2021 Nar7h Tarrant �'xpress Seg�nent 3C Utrlily Assembly 33W-U-0517 33 39 20 - 7 PRSCAST CONCRETE MANSOLE Page 7 of 7 �— I I CITY OF FORT WORTH Nor•i!f Tarra�al Express 5egmeat 3C STANflARD C0�5TRUCTION SPECIFLCA'110N DOCUMENTS Utility Assett�bly 35W-U-0517 Re�ised Apri120, 2021 34 71 13 - 1 TRAFFIC CONTAOL Page ] of6 1 2 SECTION 34 '�1 13 TRAFFIC CONTROL 3 PART 1- GENERAL 1.1 SUMMARY 4 A. Section Iz�..cludes: 5 1, Installation of Traffic Control Devices and preparation of Traffic Control Plans 6 B. Deviations from this City of Fort �Jorth Standard SpaciFication 1. None. 7 C. Related Specification Sections include, but are not nece�sarily �imited to: 8 1. Dzvzsion 0— Bidcli.ng Requi�rements, Cantract Forms and Couditions ofthe Contract 9 2. Division 1— General Requirements 10 1.� PRICE AND PAYMENT PROCEDURES 11 12 13 14 15 l6 17 18 19 20 21 22 �.3 24 25 26 27 28 2� 30 31 32 33 34 35 36 37 38 39 40 4i 42 A, Measurement and Payment 1. Tnstallatian of Traffic Control Davices a. Measurement 1) Measurement for Traffic Control Devices shall be per month for the PrQject duration. a) A month is de�ned as 30 calendar days. b. Payment 1) The work performed and rnaterials furni�hed in accordance with this Item and measured as providad under "Measurernent" shall be paid for at the unif price bid for "Traffc Control". a The price bid shall include: I ) Traffic Gontral implementation 2) Installation 3) Maintenance 4) Ad,justments S) Replacements 6) Remaval 7) Police assistance during peak hours 2. Partable Message Signs a. Measurement 1} Measurement for this Item shall be pei week for the duratian af use. b. Payment 1) The wark perfor�x�ed and z�rzaterzals fuzxaished in accordance to th.is Item and measured as provided under "Measurement" sliall be paid for at the w�it price bid per week far "Portable Message Sign" rental, c. The price bid shall include: 1) Delivery af Portahle Messag� Sign to Sit� 2) Message updating 3) 5ign mo�ement throughout construction �) Return of the Portable Message Sign post-construction 3. Preparation of Traffe Control Plan Details a, Measurement 1) Measurement for this Item be per each Traf�ic Cantrol Detail prepared. cir�r o� �o��r- waxrx STANDARD CONSTRUCTION SFECIFlCATION DOCLiMENTS Ravised Niarch 22, 2021 Nor11a 7'ari•ant Express Segmenf 3C Utilily Assembly 33VY-II-U517 347113-Z TR.AFFIC CO3�ITROI. I'age 2 of G 43 44 45 46 47 48 49 SO S1 52 b. Payment 1) The work performed and materials fiirnished in accordance with this Item shall be pazd for at the unit price bid per each "Traffic Cantrol Detail" prepared. c. The price bid shall include: 1) Preparing the Traffic Control Plan Detaiis iar closures of 24 hours �r longer 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices (TMUTCD) 3) Obtaining the signature and seal of a licensed Texas Profession.al Engineer 4} Ir�corporation of City camments 53 1.3 REFERENCES 54 55 56 57 58 59 6a 61 62 63 64 A. Reference Standards 1. Reference sfandards cited i� this Specificatzon refer to the current refe�rence standard published at the time of the latest revision date log�ed at the end of this Sp�cification, unless a date is specifically cited. 2. Texas Manual on Unifarm Traffic Control D��ices (TMiJTGD}. 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of Transportation, Stan�ard Specifications for Construction a�d Maintenance of Hi.ghways, Streets, and Bridges, 1.�# ADMINISTRATIVE REQiTIltEMENTS A. General 1, Cantractor sh�ll rninirni�e lane closures and impact to vehicular/pedestrian. traffic. B. b5 Coordination 66 l. Cantact Traffic Services Division ($17-392-7738) a anaizai�muam of48 hours pxior to 67 implementing Traffic Control within 500 feet of a tzaffic signal. C. Sequenczz�.g 68 1. Any deviations to the Traf�ic Control Plan included in the Drawings mUst be first 69 approved by the City and design Engineer i�efore implementation. 70 1.� SUBMITTAI,S 71 72 73 74 75 7b 77 78 79 80 81 82 83 A. Provide the City with a current list of qualifi�d flaggers befnr� heginning flagging activities. Use only flaggers on the qualified list. B. �btain a Street Use Pez-�it from the TPW Department's Transpo�tation Divisioa�. The Traffic Control Plan {TCP) for the Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawin� set. A capy of this Traffic Control Plan shall be submi.tted with the Street Use Permit. C. Traffic Control Plans shaIl be signed and s�aled by a licensed Texas Professinnal Engineer. D. Coniractor shall prepare Traific Control Plans if required by the Drawings or Specifications. The Contractor will be responsibl� for having a licensed Texas Professianal Engineer sign and seal the Traffic Control Plan sheets.A trafiic eontrol "Typical" published by City of Fart Warth, the Texas Manual Unified Traffic Contro! Devices (TMUTCD) or Texas Department of Transportation (TxD�T) can be used as C1TY OF FORT WORTH STATlDARD CONS'IRi1CT10N 5PECIFICATION DOCUMENTS Revised March 22, 2021 Nartlr Tirrran! Fxpress Segmenl3C Urility Assem6ly 35W-U-0517 34 71 13 - 3 TRAFFIC CONTROL Page 3 af 6 8� $5 :. 87 88 an alternative to preparing project/site specific traffic cantrol plan if the typical is appficable to the specific project/site, E. Lane closures 24 hours or 1on.ger shall require a site-speeific traffic control plan. �'. Contractor responsible for having a licensed Texas Frofessional Engineer sign and seal changes to the Traffic Control Plan(s) developed by the Design Engineer. 89 I.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 90 CL�SE�UT SUBMITTALS jNOT USED] 1.8 MAINTENANCE MATERIAL 91 SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELNERY, 92 STORAGE, AND i3ANDLING [NOT USED] 1.11 F�ELD [SITE] CONDTI'IDNS [NOT 93 USED] 112 W,�RRANTY [NOT USED] 44 95 96 97 98 99 100 101 142 103 104 105 106 i a� PART 2- PRODUCTS 2.1 OWNER-Fi.TRNISHED [oR] OVVNER-$UPPLIED PRQDUCTS [NOT iJSED] 3.� ASSEMBLIES AND MATERTAI.,S A. Description 1. Regulatory Re�quirefnents a. Provide Traffic Cantrol Devices that conform to details shown on the Drawings, the TMi1TCD, ar�d TxDOT's Co�npliar�t Work Zone Traffic Cantroj Device List (CWZTCDL), 2. Materials a. Traffic Control D�vices must meet all reflectiviiy requirem�nts inelud�d in the TMUTCD and T�OT Specifications — Item 502 at all times during construction, b. Electronic message boards shall be pravided in accordance witl� the TMUTCD. 2.3 ACCESSORIES [NOT USED] �.4 SOURCE QUAL�TY CONTROL [NOT USED] PART 3- EXECUTION 3.1 EXAMINATI�N [NOT USED] 3.2 PREPARATION A. Protection of In-Place Conditions 108 1, Protect existing traffic signal equipment. 109 3.3INSTALLATION 11� A. Follow the Traf�c Control P1an {TCP) and install Traffic Control Devices as shown on 1 I 1 the Drawings and as dir�ct�d. 1 f 2 B. Tnstall Traffic Control Devices straight and plumb. 113 114 115 lld 117 li8 I19 12� 121 C. Da not make changes to the location of any device ar implement any other changes to the Traffic Contxol Piaz�. witk�.out the appraval of the Engineer. l. Minor adjustments to meet field constructability and �isibility are allowed. D. Maintain Trafiic Conirol Deviees by taking corrective action as soon as possible. 1. Corrective action includes but is not limit�d to cleaning, replacing, straightening, covering, or remaving Devices. 2. Maintain the Devices such that they are praperly position�d, spaced, and legible, and that retroreflective charact�ristics meet requirements during darkness and rain. E. If the Inspector discovers that the Cantractor has fazled to comply with applicable federal and C1TY OF FOR7' WOR`�H STANBARD CONSTRUCTIOA SPECIFICATION DOCUMENTS Revised Mareh 22, 2021 Nor•th 7'arrant Eapress Segrnenl3C Utilaly Qss�rnbly 35 W-�'-OS 17 34 71 13 - 4 TRAFFIC CONTROL Page 4 of 6 122 state laws (by fazling to f�rnish the necessary fla�m�n, warning de�ices, barricades, 123 light�, signs, or otk�er precautionar}r zx�.easures for the protection oi persons or property), 124 the Inspector may order such additional precautionary measures be taken to protect 125 persons and property. 126 F. Subject to the approval of the Inspeetor, portions of this Projact, which are not affected 127 by or in con�lict with the proposed method of handliag traffic or utility adjustments, can 128 be constructed during any phase. 129 130 131 132 133 134 G. Barricades and signs shall be pIaceci in such a manner as to not interfere with the sight distance of drivers entering the lzi.ghway from driveways or side streets. H. To facilitate shifting, bar�eades and signs used in lana closures or traffic staging may be erected and moUnted on portable supports. 1. The support design is suhject to the approval oithe Engineer. I. 135 J. 13G 137 138 K. 139 14fl 1�41 142 143 Lane closures skall be in accordance with the approved Traffic Control Plans. If at any time the existing traffic signals becom� inoperabie as a resuit of canstructian operatians, the Contractar sha11 provide portable sfop signs wit7i 2 arange flags, as approved by the Engineer, to be used far Traffic Coz�trol. Contractor shall make arrangements for police assistan.ce to direct traffic if tt'aff'ic signal turn-ons, street light pole installation, or other construction will be done during peak traffic times (AM: 7 am -- 9 am, PM: 4 pm - 6 pm). L. F3aggers 1. Provide a Contractor rapresentative who has been certified as a flagging instructor through courses oifered by the Texas Engineering Extension Service, the American Traffic Safety Services Association, the Natianal Safety Council, or other approved 144 organizations. 145 a. Provide the certificate indicating caurse completion when requested. 146 b. This representative is responsible for training and assuring that all flaggers are 147 qualified to gerform flagging duties. 148 I43 ISO lSl 152 2. A qualified �Iagger must be independently certified by 1 of ihe organizations listed above or trained by tl�e Cantractor's certified flagging inst�•uctar. 3, Flaggers must be courteous and able ta effectively communieate with the public. 4. When direeting traffic, flaggers must use standard attire, flags, signs, and signals and follovc� the flagging procedures set forih in the TIVIUTCD. 3 53 5. Provid� and maintai� flaggers at such points and for such periods of time as znay be 154 reyuired to provide for the safety aud convenience of puk�lic tra�el and Contractor's l55 personnel, and as sk�owu on the Drawings or a� directed by tl�e Engineer. a. These 156 flaggers shall be located at each �nd af the lane closure. M. Removal 1S7 1. Upon completian of Work, remova from the Site all barricades, signs, cones, lights l58 and other Traffic Control Devices used for work-zone traffic handling as soon as 159 gractieal in a timely znanner, unless atherwise shown on the Drawings. CITY OF FORT WORTH Na�1h Tarwand Eapress 5egmen! 3C STAI�IDARD CONSTRUCTION SPECIPICATION DOCUM�N7'S Ulility AssetnBly 35W-U-0517 Revised March 22, 2021 3� 71 13 - 5 TRAFFIC COI�lTROL Page S of 5 160 3.4 REPAiR / RE�TORATION �NOT USED] 3. s RE-INSTALLATION [NOT USED] 3.6 161 FIELD [oR1 S�TE QUALYTY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT 162 USED] 3.S ADJLTSTING [NOT USED] 3.9 CLEANING jNOT USED] 3.10 CLOSEOUT 163 ACTIVITIE� [NOT USED] 3.11 PROTECTION [NOT USED] 312 MAINTENA1vCE 164 [NOT USED] 313 ATTACFiNiENT� [NOT USED] 165 166 lb7 END OF SECTION CITY OF FORT WORTH Nor1h Tarranl Expr•ess Segrnenl3C STANDARD CONSTRUCTION SPECIFICATIQN D4CUMENT3 Udility Assembly .?SW-U-05I7 Revised Marel� 22, 2U21 3�4 71 l3 - 6 TRAFEIC CQNTROL Page 6 of G Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Added palice assistance, requirement for when a site specific 'i'CP is required 3/22/2021 M Owen 1.4 A. Added language to emphasize minimizing of la►�e closures`and impact to traffic. 1,5 Clarified submittaf requirements 3.3 M, Clarifiied removal requirements . � CITY QF FORT WORTH Nortli Tarrant Capress Segme3rt 3C STRNDARD CDNSTRUCTION SPECIFICATIOi+3 bQCUM�]VT5 Utility Assembly 35YV-U-0317 Revised Mae�ch 22, 2421 - ;+� , i � y, � �� iirfre�str��ctt�re, llc -� �,? �,.-.� :� = : I � ...��- ' � _ _ k �� , �'- ,r , - - - - � , . M. � � 1 I � . (� } � '# y� � �+� ,�� ! �� r �� I� I � .�- ��a � "C"' .. - _ J � J � � � � �� * � � I �.4 ��-�.s�� . �� . � �i � . . k � � _ � t � � - ' # "�: � �� -� �iCh��o� � ��e�� 05� �St�l��t� '�, : �oty o� �or� iAlo�°t� ��y ��t��t ��t 3�1��J��1i City af �ol� 16�or�� 3�W�U�0�7 l (Conflict i 37) EligibElity Ratio of 100.00% Total Construcfion Cosks $1,550,542.50 Total Indirect Costs to Deveioper $Q.00 Tatal Indirect Costs to Owner $67,421.70 Total Cost for Utiiity Relocatipn $9,6'17,964.20 Estimated Amaunt to be Paid by Developer $1,617,964.20 Estimated Amount to be Paid by Owner $0.00 Estimated amounk to be reimbursed to �wner: $1,617,964.20 ?o � ,p q N - � � � � t; LL � W � 6 N � �.' M � � ( ,�' � 2 = ._ 7 f'i 7 � 7 � c 6 u apQ O .-� o ^ N � O � \ = a � r 3 � � O 10 y K a F 6 C- —^�� G y a � � � a 'Sn 4 w �t �' i n M �� lR �/T Vi VI {R U? V) V? 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J� J J.JJ J..-I J J J iAJ J�~�� Z � l�/1 r a a a a a a a a a a a a�❑�' ��" ;�.I-,��.r,��°°G�Qh�z�� ' z z z z z z z z z� z z��,,, �n x�� a O� �} o7S d1 aS o7i di cJ dS d1 a2� uZi oZf � oiJ �¢�i Z o�t a v�i w� ' T 2� 2 S� S� S' �:L �i :[ Z w p C7 F r'u � v� vi v� v� +i� vi er7 v� v� vr vi iu vl v�� p w tz J '_ Z Z Z Z� Z Z Z� z Z Z Z Z' Q' 0 Z>> m U� - a a a oc oc oc � ac oc ac oc Z oc w -� � ¢� oc Z 7 LL W 1L LL LL l.L LL LL[L LL LL O LL W U K Q Q 1/� �'OU Q ��. i�-1 �-�[ wl w�/ .�-i N�-nd �' .-d N N N N N N N N N N M � a � 0 � � H N � n U a-�� C d � a � m 0 w N N O N 6_i n 'C3 Gi Y C d � ��p m � �T i � � � •r�q � ` � V � � � � � � � � infrnsEructur�, llc Vn • � y.ni � •'�1� �� .4 j �. � S f} . �` � w��S.i � + F -. . I ; i � `. * ,� �� -� .- �• � � �+ I- � 1 1 � 1 ��' - . .� ��. . �� ,� r � �� r� ��-- .� ;�� r � , � � � � , � � � �� _ � :� . , +� � .�.. - � ��j�� l � � ' _ I' - - -�� - _ -- � ! � ! ,� i� � � � # � "� l��il�� J��t l�s� A�� r� � �: �i�y o# �ort �l��tl� ��o�y �d�a�st��r�t A�ree�ent ��u-o�� DoauSign Envelape ID: A37D8AOG70A5-4887 A3AA-5�t0605CD751a U-Number: 35W-U-05� 7 �OW CSJ: 0081-12-04� District: Fort Worfh Utility ID: NIA Caunty: iarranf liighway: IH3bW F�ederal PraJect No.: NIA From: North Tarrant ParEcway �'roJected Highway �.etting Date: 03110I2D To: �agle f�a�kway IaVi��A�, the State af Texas, ("�t�te"), acfing by and throug� the Texas Department af 7ransportation ("YxaO�"}, proposes to ma�Ce certain hi�hway improvements on that section of the abave-kndicated highway; and 1fidFQ��,°�S, the Gty ot Fort Worth ("�Jtility"), proposes to adjusk or relocaie certain o� iis fac9lities, if applicable, and retain tltle to any praperty rigf�ts it may have an, along or across, and wlthfn or over such Ifmits of the highway rlght af way as indicated by the f4cation map attached hereto. iVD{�V, TH�R��BR�, in consideration of the cavenants and acknowledgsments herefn cdntained, the partiss mutually agres as Teliows; lt is agreed that joint usage far hofh highway and utility purpnses will be made of the area within the highway right of way Ilmlis as such area is defined and to the extent indlcated on th8 aforementloned plans or sketches. Nothing in this Agreement shall serva to modify or extinguish any oompensable praperty interest vested in the �Itility wilhin ihe abave described area. If the faailities shown in ihe aforementianed p�ans need ko be aiiered or modifled or new fac111ties constructed to eiiher accommodate khe proposed highway improvements or as par� of �tility's future proposed changes to its awn facilltles, Uti�ity agrees to notity �x��Y at feast 30 days prior thereto, and to furnish necessary plans showing location and fype of construotfon, unless an emergency situatian occurs arrd Imrriediaie actlon is required. If an ernergenoy situatlon ocaurs and Immediate actian Is req�ired, Utillty agr��s to notlfy 'Pxp�� romptly. If sueh alteration, modification or new cons#ructian is in conf�lct with the current highway or planned future hlghway improvements, ar could endanger tha traveling pubflc using said highway, ix��i shall have the right, afEer receipt of such notice, ta prescribe such regulations as necessary for the protectlon of ihe h[ghway facilfiy an� the travelinfl publ�c using said hig}�way, 5uch regulations shall nat extend, hawever, to requiring the placement af intended overhead lines underground or the routing of any Ilnes oufsi�e of the area of joint usage abave described. If Uaility's faclllties are focated alang a aantrolled access hlghway, Utifl4y agrees thai Ingress and egress for servicing its facilliies will bs limited to frontage roads where provided, nearby or adJacent public roads and streets, or trails along or near t#�e highway right of way lines which only cannect to an intersecting road. Errtry may be made to the outer porlion of the h[ghway rlght of way from any one or all access points. Where supports, manholes ar nther appurtenances of the �tllity's facilitles are located in medlans or Interchange areas, �ccess from the through-fraffic roadways or ramps will be allowed by permit issued by ihe �fi�t� to the �Itillty sefting forfh the conditions far poNcing and other cantruis to protect highway users. In an emergency slfuation, if the means oi access or servEoe opera#ions as herein provided will �at permit emergency repalrs as required for the safety and welFare af the public, t#�e Utility shall have a ternporary right of access to and Trom the thraugh-tra�ia roadways and ramps as necessary to accvmplish the required repairs, provlded YxL�O�' is nokified Immedfately when such re�airs are initiated and adeRuate provislon is made by UtHity Far the oon�enience and safeiy of hlghway traffic. �xcept as expr�ssly provided herefn, the Utlllty's rights a� access to khe khrough-traffic raadways andlar �amps si�ail 6e sub}ect ko the same rules and regulatfons as apply to the general pubfEc. i ; ns � + 9/29/2021 `"1PS�1'E�' Daie TxDOT • �� 2 J InEtial Date Utllfty ❑acuSign Envelope ID: A3708AOC-70A5-48fi7-A3AA-540605CD7S�4 li �ItiliEy'� facilitiss are locat�d along a non-cantrolled acaess highway, the i�tili�y's rights of ingress �nd egress tn fhe through-traffic roadways andlar ramps are subjeot ko the same rules and reguiations as apply to the general publlc. ��r�i�ip�tinrr in �ctu�l casis In�urrsd �y tFi� ll�ili�y for any future adjustment, removal ar relacation af u#ility facilities requlred hy highway nonstruction shall be in accordance wlth applicabEe laws of the Stata of Texas. �4ility will, by written notice, advise TxaOT of the beginning and compEetlon dates of the adjustment, removal, ar relocaiion, and, thereafter, agrees to per�orm �ucfi� work dfllgently, and io conclude said adJusiment, removal, or relocation by ihe stated completion date. ihe comp[etinn dafe shall be extended fo� deiays caused �y events outside !�¢ility'� control, inaluding an event of Force Majeure, witich shall include a strike, war or act af war• (whether an actual declarakion af war is made ar noty, insurrectio�t, riat, act of public enemy, accident, fire, flood or other act of Gad, sa�oiage, or other events, interf�rence by th� Stata or any ather party with l�tility's ability to proceed with the relocation, nr any other evenf in whi�h Utility has exercis�d all due care in ths prevention thereof so thai ihe causes or other events are beyond tf�e contra! and withouk the fault or negllgence o# Utillty, Ik is expressly understnod that U4ility canducts the new Inskallaiion, adjustment, removal, andlor relacation al iis own risEc, and that ix�QT maEces no warranties or representations regarding the existence or locatian of utilities currehtly withiri its right of way. The lltitity and the 5tate, by execution of thEs ,�qreemeni , do nat waive or relinyufsh any right that they may have under 1he law. '�"he signatoriss fo this Agreemen# wa�ranl that each has the authority to enter into this Agreement on behalf at the party represented. �P� ViiliF�E�� 1�H�R�OF, the parfies hareto have affixed their signatures. UiILIiY Uiili#y: City of Fort Worth Neme of [7lllfly �Y� �� r .�� Au�horized Srgnaturrt Chris Harder, P.�. Ptinf or Type Name iitle: Director, �ort Worth Water„pepartment �ate: �� r r os � 'g/zg/zazi �n itT�- �ste TxDOT CY �, ��/ � lnitial pale lJtilily �X�CUTI�P! R�COi�fldl�M��: - �ocu9lpned dy: - 9/Z9/2021 � D; Fart Worlh I]istrict iME �iA�L� B� ��XA� �xecuted and approved for ihe Texas 7ranspariatEon Commission far fhe purpose and effecE of aetivating andlor carrying out the orders, established polfaies or work programs heretofure approved and autharized by the Texas Transportation Commissio .—o�us��a a,,: �y. ea.,..c �.....� �istrici Englneer "�'�F��38Fp614� Date: io�i/zoza. �e _ i1? ' - If l�[i:15ff I1f.Itlf�', �.iC - :h ' -` ' :"� I ! � r � � =t 1 � ��•� w�r y �+! � � � C. ' 4`� � �i•{ � 4}�; �� I R �� ,�� ' -�' j �� '� �� ; - _ ' � . �T�.�� J� �}�"�.�� - ��# � , . . � . � � �s - �� ,� � � � 1 � ,� �� . ... --- —� � � � . . , � � �F 1��o�y �o �o�flict S��a��f Fo��s ��--;>>��: � �oty o� Fo�°� ilV�rt� �Jti�ity A��tr��t A��°��r�� 3��1��1i DocuSign Envelope iD: 90DBQ47C-ED7$-�4FC6-9C53-46S823F1DFOA 1 � ,"'� . AfTE-l75Q-UbC Rev, 9/2009 Page 1 of 1 Developep's Utili�y l�l[anager iJtility 1\To Conflict �ign��ff ]Form � �' Utility Manag�r: Cristino Martinez Date plans received: May 14. 2021 Uiility Company: Citv of Fort Worth Assembly "lJ" number: 35W-U-0517 Type of Uiilities: Waier lJtilitv Lines Date on lJtility's plans: Mav 14, 2D21 Na. af sheets in Utility's plans: 1� I, Cristino Martinez, the Utility Manager (UM) warking on behalf of the Derreloper {North Tarrant �xnress Mobilitv Partners Se�ments 3 LLC] certify that a review of the above re#erenced lltility plans concerning the praposed highway impravements on the NTE 3C Proiect has be�n completed and have not identified any conflicts befween the lJkility's proposed relocation and any existing andlor propased Uiilities. The proposed Utility plans conform to Title 43, Texas Adminisirativ� Code, Section 21.31 � 21.56 of the Lltility Accommodatian Rules. ❑ Check box if there are any areas of concern and inserk comments below: Print Name: (Utility Manager- UM) Sign Name: (UM) Print Name: (�e�eloper) Sign Name: (Developer) Cristino Martinez ��oau8ignad hy: �,V'IS�In.b f�l.axliV�.t�j s �R.Si ... Jean C, �Itas, EfT Sr. Design & Construction �pned by: �,�,a�n, C. �,iaS 05/20/2U21 Qake: 05/24/2021 Date: This form must be completedlsigned and included in �ach Utility Assem�ly submitted #o the Texas Qepartment of Transportation. i� � ancuSfgn EnvBlope I[]: 94[]Bp47C-�D78-4FC6-9C53-4S8623F10FOA � �� NTE-i1S0-UbC Rev. 9/2U09 Page 1 of 1 l�evelop�r's Utility IDesign �oordinator Utility l�o Confiict Si�n-�ff Form U�ility Design Coordinatar: H. Scait Colker. P.E. ❑ate plans received: Ma�14, 2021 _ Utility Company: Citv of Fark Worth Assembiy �lI" number: 35W U-0517 Type of Utilities: Water Utili Lines Date an Utility's plans: May 14. 2021 No. of sheets in LJtility's plans: 1� I, H. Scatt Calter, P.E., the Utifity Design Coordinator (UDC) on behalf of the Developer {North Tarrant �xpress Mobility Partners Segments 3 LLC) certify tha# a review of th� above referenced Utility plans concerning the proposed highway improvements on the NTE 3C Project has been compleked and haue not identified any conflicts between the U#ifi#y's propased relacation and any design features, Design features include but are not limited to pavement structures, drainage facilities, bridges, retaining walls, traffic signals, i[lumina#ion, signs, foundaiions, ducticonduit, ground boxes, erosian control facilities, water quality facilities and other De�elaper-Managed Utilities. Any design cha�ges ta the NTE roadway after khe signing of this farm will be caordinated through the Developer's Utility Manager and khe affected Lltility Owner. ❑ Check box if there are any areas of concern and insert comments below: Print Name: H. 3cott Calter, P.E. (UDC) Utility Design Coardinator �acu5iqned by: Sign Name: S�- �� 05/20/2021 (U DC} Date: U#ility Cvardination �irm Name: CSJ �ngineering Associates, LLC This form must be completedlsigned and included in each Utility Assembly submitied ta the 7exas Departrnent of Transportation. j r �ot�/ o� ��rt IA►oit�1 ��ty Ad��st�� A►�re��t 3�U�I��J�� ir�frii5tri.tc�ttr�, ll� �� -� �� - . - i '� ■ � ��'�� I � �'�1��"t".�' � � ' � � ;6=.-� ��. -- ��..� !t —"�7 fs.' r "1i �� , �, #� � i `{ + + . �� + � � ��+y �5. ".� �� . �r- ��r�� . - �� .��, -�� L � . � — � { 1 . _�� #� � - � _ � - ai► + � _ � . - - - • - - - . �' 1� � � 1� I I �'I � I + B�N�� a I�I�URANCE �EC�UIR��iENiS e4�E AdD�ESSED IN ibE P�vJ�� i�i�� r�� n�� ►�, ��,��, �. , infraskructurc�, llc i . -�..��f; ,. �, I � �� S�� ^ . O �i Ci .:. ""1a'^7 l I.�. 5.-. . , �� . � � � � � �� '� � - - ��;;�� F � � �„ �• s i { . �. ��ff �I�� - �r�� . �� r J � .�1 - � s - - � � . �'j J � � k+ � � k � � ._.. � � � C �� o�o�y Ab�� o�� x�ibi�s ��y o� Fo�tt �Vor�� o�o°�y A��s°�� A��e��e�� 511U�1�-05�.7 ��"��RTI�� _ Attn: Mx. Carl L. Johrj.son, P.E. From: Chris Harder, P.E. Date: Septembex 1, 2421 Subject: City of Fori Worth Water Facility Abandonment (�ee P&P Sheets� Conflict 137 [X�09651, X-09&67] Dear Mr. 7ohnson, The Gity fl�Fart Worih recammends that portions of the wat�rlines not being removed according to the plans b� abandaned in place. During the utility relocation pxocess, the permanent vacated �acilzties to remain and be abandoned in place shall be capped and filled with a minimum of � Qp psi grout. Abandoned facilities conflicti.ng vw+ith roadway construction sha11 be removed by others during the canst�uci�on and excavation siages. Final Record 17rawings and Pipe Reports will show removal and abandonmeni lznea�r �oatages for this re�ocation. The Cit� }aroposes to abandon and grout appraximately 310 linear fe�t of e�isting 24" CC� waterline �,d r�rnove a�pxoxi�m.ately 355 Iinear feet of exisiing 24" CCP waterline (Conflict I37, XW0965 ].3, X-09667). The 24" CCP waterlin� (Conflict 137) will �e abandoned and removed �rom appraximately IH35W BL Station � 39�4+1.0, 29b' RT (N7018636.68, E2331442.4Q) to IH35W BL Station 1344+29, 330' LT (N7D18&21.56, E2332065.92}. The 24" CCP pipe (Cox�flict 137) is 22 year,s old, The abandonment and z'emoval exhibit for this relocation is included an the plan.s Sheei G-5 S�quence OS of J.8. The existing line identifi�d abave is lacated 'zn pubiic easements or public :rights of way. The line to be abandoned will be iden�ified on the right of way maps with the linuts of abandonm�nt shown. TIus abanc�onment shall not be construed as a change in ownership of the facilities. 'T'h� City of Fori Worth will b� respanszble fox maintaining abandonme�t facility records (unl�ss o�mership is transferred ta anothex entity for use as casing pipe), affseY fi`om p�roperty lines, coordinates, and the type, quaniity, and size of abandoned �aterial. . Tlae, City of Fort Worth certiftes that this aba.ndonment canfoz;ms with a1� requirements of rule 21.39 of the UAR and all current feder�, state, and local laws and codes, or ind�stry standards, whichaver is mare stringent. There is no hazardous ma�erial associated wi.� �is proposed abandonment. �r� Worih � �I �� 1964 • 19G • 201 l WATER DEPARTIVIENT THE C1TY bF FORT WORTH * ZOO TLXAS STREET * FORT WaRTH, TEXAS �TGIO� 817-392-8240 * Fn�c SI7-392-$195 �� Prinled on recy¢]ed paper �o�� V�R�� If in the fi�ture, a uti.lity cono.pany rec�uests a transfer o� awn.ership of a faciliiy described above froxn the Ciiy -�a be used as a casing for its facilities and the City agrees to �ransfer o�vnership, that permission will require concurrence of TxDOT and North Tarrant Infrastructure, LL� (NTZ). Szgn.ed � � �� Chris Harder, P.E. Di�ector, V+Tater Department City of �'ort Worth Date 9l1��/ � �rt Wvrth � a�� i 'E96M1 • 1 i3 • 2D11 WATER DEPART1i+IENT TRE CI7'Y OC FORT WORTH * ZOO T6XA5 STRCET * FtlRT WpRTH, TExn;s 76102 817 392-8240 * F.nac 8I7-392-8195 �N Pr{nted on recycJed pa�er � euRVF raaz �� L .2 9.ga ��`�'COW ENS SUR1/EY , �B.$��E A-999 LC - 257.55' � �' ,� 15 �EKMANEN f � � Y�fAT�R EASEMEN 1� W � w r� ~ � �`�r,� S � /. � �.�__��...-�-- -^��'.��_�� .�""I � �� ol � � � ��Q"' I � � pU I I R 1� p �d � I M U . %� �"1�N � �x �. �- � µ.aa� � � F�I�W �� 4d I.' 4 � � W � 1 � ��q 2 I l �a � �� % � ' � w i ` ' �� i � � � �� /' � �z � /f ;• ��vG i-Gk � WGKiH WATtr' - �o�Fucr � 3� sTa � 344+2� �� - 3c� i� � �J= 7018621. 5k. �`��065.�� s � ' 's�`�'„ � � `�'�� ♦ �Y� � �,`�s � \ \` � �� ------�-______'_ � � ` �� _ >- � ♦ � � � � � �� + wo Y } �¢� �.�-----�—._—�.��—_— � arc �hv�sroRs, r� lNSTRUM�'MT "pP�9275112 O.P.R.T.C.T, [.OT 3A. BLOCK A A�lJANC� 7RK'N CEN7ER CdBINET A, 51JDE Jl076 P.R.T.C.r. 5 00' 3Y 5B' E 378.45' PROFOSFD A17W S G1P 36 Q8* P-038.D2' _ �`\� I\� NNA�� n�'i 1 ��a k "'�i ��j��` I ot° z I I ? __ 277 nrc ,n+vFsroRs. � rNsr�u,�ENr •D2f4275l12 O.P.R.T.C.T. tor z, e�acx a .Nl.lANCE TOrVN CENTER ►_ars ,avo 2. Br.acK a CA8lNET A, SUDE !l027 P.R.T.C.T. ATC IhNESTORS. LP 1HSTRlIAl�'NT �D2142T5112 p.P,R.T.C.T. L07 3DF. BL�iCK A �u.uaNce rowu c�Hr�n c,aetnrer a, S1Jp� fl076 P.R.T.C.7. 274 ATC �NVESTORS, iP b 1NSTRUMENT •DP14275112 � D.P.R.T.C.T. S 0'22'38' !AT 3E. BGOCK A 90.OD' NllANCE TdYVN CENrER CA8lNET A. SLJDE R076 , P.R.T.C.T. y , N 89' 38' EE' E zIq� WL¢ I 50.2P' � S 0' 3!' 29` s. 76.40' EXlST1NG ROW ! � N OQ 3N 02' W 40&. 6fi' srawe a� r�xas VOf,UME IP�9. PAGE 53P 274 p,R.T.C,T, � �� y�� o�� ti 3 ��.�..��i$al °�i � �wd� ��I r � — .L � 34' ~ - - - - �-S ' w - - - - - ` EXlS77NG ROyy ` v� / bi � � L �` �� cu�Av� w ¢�� ,� cu�vF zra� 1 � � �� 1 �� ' z 278 srare a� rexas � �� 4i VOWWE lf�4. PAGE S3P 3ti fll D,R.T.C,T, � _—��241•—_—�---�.,�--_—.�� _ ��. .0 cunvE xz5r CURVF K786 � K7 �URVE A0I94 Q' o��.ra - o�rr �� r R - 5,614.75' � L � 215.f3' w C8 - 5 O4' 45' 24' w r � !,C - 2I5.!!' _ �`�y_ j � � � l/� 'I�IMy -� W /� ~ ~ ~ � Lyf14y = - _ GURVE qq�pqY4' U ` EXISTlNG RaVy � ~ a 1� � -- UI. ��1�VOR � H WP_1:: ! t�'tra •oa�z4-r�rtr'� o��ra -oasa��rcr� �� 0.1� x'"' ` 7 ,� • - � . �� R• 5,&l4.75' R• 5.614.75 w4 t . �.VN�'� !I 1 .. L•39.62' L•50.22' ' � � I �, - C6 • N LtT R' 19"W C8 • N 00' 1(1' 12' E CURVE 278J �+ �.0 - 39.62' LC - 5�.P2' D�'LTA - Q3'13` 58" fL7J � 9 �� R - 5.614.75' L • .�16.BY I u.R.r.c.r. C8 -N 02'02',i3 E � i! r� y. z� F a 7,, T � t X I:a I I I� v� V� 1 W �i K I F1 cc � s�s. n� , - WATER CONFUCT � 37 � �=��8b��•'42 � TO BE ABAND4NEC n^.� � �=23�17 34, 8� �� GROU TF'D /R��IOVF� , j ---�-�_._._..__�-T----�__---�------..._...�---------�---- -----Y-�---------�..�_------�--._—_-----�---------�---------�---------T---------�----_—_.--r---------�--- � -- 5URVEY BASELINE 1 t 1355*00 ��; �i� ��► � l�� r �� '�� o��i�� u�� c�r��. � � ��,s�� v��-� �v r�� , ��2� � I _ - 4 ' y aENOTES A C.4ECULA7ED AREA � r P�CEL PARENT TRACT DEFD RFCORd NUMBER AREA fTYPF1 AC. SQ. FT. f'RaPFRTY OWNER 274 0.650 28, 294 ATC lNV,EST�RS. I!' 27T 12.70& 553.473 ATC lNVES7dR5, LP �8 37.b3! 1,639.2l9 ATC !M/ESTpRS. LP � NOTESt PROPase� acaursrrrou REM/UNQER AfiEA 1. BEARINGS SHOM'N HEHE�N ARE REPEpENGEO 70 7Hf 7E%AS COOfl�lNA7E SY57EM DF 1997, NORlIE CENYRAL ZONE. ANO pHE BhSHtl ON THE iipHiH h1lERICAN DATUE OF 1983. 20l7 AUJUSTliENT, ALL D[STANCES AHU COOHOIilATES SH011M HEBEON ME SURFACE YALUES UISPLFYED iN US SIIHYEY FEET �17fl kAY BE CONVEA7fD 70 GHID 4ALUE5 9Y O1V10INa 7HOSE R.O.W. 5TAT10N AREA L�FT R1GNT SIIRF�CE VpLfIES 9Y A� SFIRFACE A�dU5T1EENT iACTOR OF 1.00012. $. ACGE55 IS PROHIB7TE0 ACRDSS THE "FCLiss pEN[�L LINE' TO THE H[4HYfAY FptILITY FROM THE REN4iNEER OF YHE ABUTTIHG PHOPERTY. YN ARE6S N'HERE kfCE55 75 NOT FROM T�O AC� SQ. FT. AC. SQ. FT. AC. SQ. FT, SPECIFIC�LLY �ENIED AS SHDIiH OR 6ESCAIBEG NEREOH� ACLE55 WY BE PEIdAITTEO 1N ACC4p�AHLE BIiH ACCESS R�GEMENT YM1NUAL GUI�ELINES. ALL ACCESS �ENIpL POINTS ARE 5�B-INCH IPON Et0U5 WITN 2-[NCH TMDOT ALNAINIlM ACCE55 ➢EMIAL CAP5 UNLE55 OTHEflM'ISE lfOTED. i��'n,(� �J'Jri'32.�� Q.�2� J�.,3Q2 D.528 `�`2.�1 ;, p�L SiATI0N5 AND OFFSETS ARE CA4CULATE� RELATIVE TO 7HE ]-35W Sl1RVEY 6ASELINE IINLESS OTHEHWISE NOTEC. THf j-35N' SUNVEY BASELINi CS ldSE� ON THE CW�ITR�C7 l.�Jr�'.�Z.�� i.�Jr��$Z..�Q ��PB 556 �Z.�,'1`2 �,$Ir SLNENATICS SHOMN [N E]�HIBIT ZA-; TO TNE FACILIIY �OPEEMENT. THE I-YSIF SURYEY 6A5ELINE iuY OLiKER iRO� �E I�3$1Y C�TNUCT]ON BASEL[NE. •* THE IApNl1,!gNF UESC9i9E0 ANU SET IN TH]5 CALL� IF OESTRUYEO OURINC CDMSTRUCTION� IAAY BE REPL�CEO IYITH A ToNpT TYPB f[ AIGH7 OF WRY IXARKEft UPON COMPLETION OF ��2.3Q ��J`$'`�l, `� Q,Q„5� �,�%(f� ,3],rJ]� 1,636,739 THE HIGHM'RY CONSTRIfCTIOH PROJECT IINUER THE SUTER4ISION OF A REGISTERED PROFESSIOii�L LANO Sl1R4EY0R� E17HER FAy�0YE0 �t REiA�]NEO BY THDOT. � � �j �ii M k-.0 r--� �� I I l I �� $x i � +----� �K I __J I, � �� i � I � �� 1 � � � �� I �a u�� k � �tiao CqM � i �3� � I I �o � I �i � � 3 �� o M'`�i$i a �� z �? g aQ : 278 ,dre ►xv�sroRs. � 1NSTRUMFNT •D274275!!2 O.P.R.7'.C.7. LOT 5A-R2-3, BLf�CK A avc� rawN c��r�R !NS RUM�NT "02152167fi5 � �,� P.R.T.C.T. � w a � �� 4 �� c�°v d � 4�� 4 ti 444� � srare ar rexas � YIXt1NE 4186. PA6E 396 + D�R.T.C.T. I I �� SCALE� 1"=100' �o Q z,5 �o iQa SCALE IN FEET TBPELS FIRM #1D194167 1 Atvrsmx xixxix ��.,n s�uF Fcnon��rbnc�cr� +mxa�f. - T£JPAS ------------------- I-39Y! � r, N1N1T � ii1R q ��7 AR Frw rewRavr oaa� �z nas a� I ! neEra - o.�rs� 3a� r�.r� ` � ��7e,t �� wr lk j F-� ' C F R• 5�6I4,75' � y . sratF oF 'r�xas � • 3lG.8Y � C ON 1= LI C T 13 I `�°"'"`£ "�' °�'� ce - N 02'02' 33' E O.R.T.C.T. LG - 316.77' l �STA 1343+54.77 � � ��N=7018692_42 .r �3Z1 �� . ��' �_� _ E�� _ --i---------T----�'—_ —�._._._------r-------�r----,-----j-----------�--------�---------�---------�----_---r---------�--------T--------T--------T-- I SURVEY BASELINE + 1355rt00 r�v�� 9� �=�F�� ,��r ��! i�i�� _�� a�� :�c� ��c�� _�, � � � �� o ��r� �� w �� . � ` �:XfSTfNG FORT W+ORTH � � srare ar' rexas vawxE �ras pnce 3as M D.N.T,C T, �. �I w w _ I!1 W z H J 2 U � a � � , � ---------�— _` WATER CONFLICT 137 TO BE AB�INDONED AND GROUT�D/R�M01fED � � . srar� aF rexas • vauxe i�s. � vs � o.R.r,c.r. E�C;IN FuRT v1iu�TH -� i';.�4T� ;R �,ONFLICT 137 � �TP� 1344+09.92, 296'RT �1=7018636.68 F—��3�4a2.4a . STAYE OF TEXAS vaev�rE rsa�. r� ris o.rr.r,c.r. -------� ---------�—� \ . ♦ \ � � � ♦ �� —� \`------�� — — — t i � ExlsrrNc r�aw AND A.O.L.� S 00'33' 32' F 19.�3' � ED' pRAINAGE & UTIUIY EASE�lElYr VOtU�fE 74p88. PAGE 155 D.A.T.C.T. •QENDTES A CALCUL4TED AREA f�NiEEL PA17ENi 7ftACT QF_EQ RECORD NUMBER AREA f7YPEJ ,4C. SQ. FT. 27&A fAC1 78.344 3,412.658 PROPERTY QWNER HORTff PRESlO10, !1C ! I �ROPosFa accwrs�rraN R,O.W. STATION AREA FRO�! TO AC. SL 13q&�09.93 1354•56.56 O.D RFAl.4rN�ER ARF�1 LEFT RlGHi FT. RC. SQ. FT. AC. 50. FT 0 78.344 3,qr�.ssa �.�—�—��.�--`�--- � NOlE5� 1, BEARSHGS 5HOYR! HfREOH ARE REFERENLE6 Y6 THE 7EXA5 LOONQINdTE 5YSiEM OF 198l� Abfi7lt CEN�RAL ZtJNE, ANO AR[ BA56� ON THE !lORiH AMERJC6N �ATUM OF 18b3� 2011 AE1JU$TlilEhT. ALL UISTANCES AHD COORUIMFTES SH�WN NEI4EON AHE SUAFACE YALUES �ISPLAYED IN U5 SURVEY FEEY ANO WY gE CONYERTE9 TO GRIU YALUES 9Y OiU1qING TNOSE SURFpGE Y�1,LLES BY � SIIRFACE AOJl15TA1E!!T FpCTOfi OF 1.00012. . g. ACCE55 IS PHOH7BITE� ACROSS iHE "ACCE55 GEMIAL LINE" 70 TNE HIGIfWAY FACILITY FPOM TNE REE1A]NOiN OF YH� A9tIYTSNG PflOPE117Y. IM ApEA5 WHEAE ACCE55 IS N07 SPECIF7CALLY DENIE� AS SF[0'i!N OR OESCR[&E6 HEREON, ACLESS MAY 9E pERNITTED IN ALLOHOAHCE W17H ACCE55 1ViHAGE�:ENT Ir�NUAL GUIDELINES, ALL ACCESS OENaAL POINT$ ARE 5/$�INCH IRON RODS WITH Z-[NCH Tx00T ALUAINU41 ACCE55 �EN[AL CAPS UNLE55 OiHERMISE NOTED� 3� ALL STA7FON5 ANU OFFSESS RRE CALCULITEP flELATIVE T� THE [-]5w SWRyEY BASELIHE UNLE55 OTHERWISE NDTEO. THE ].3gYf SIlR4EY BASELIME IS BA&ED ON TiIE CONTRACT SCHEYATICS SIIDWH 1N EXH161T 2A-3 TO 7HE FACILSTY AGREEMENT. 7HE I-35W SIIRYEY 6ASELTFiE k1AY UiiiEp Fp01d iHE I-35M GOPISTHUC710N BASELINE. •K 7HE kONI]MENT �ESCRIBEO AN� SfT IN THIS CALL� 1F �ESTROYED ULfl1N6 COFFSTROCTION. AIAY BE REPLACEO N'ITN A TK06Y TyPE ][ RIGHT OF WAYIIGRKER UPON C0IPEETION Oi THE HlGyIyAY CONSTRULTION PROJEC7 UNpER THE SVPERVISION OF A REGISTERED PFfOF'ESSIONAL L►ND SVAVEYOR, EIYHER E1LF�6YEU LR R&TA�NEO 6Y T�DOi. : � w w _ � W z H J S U � Q � � i1 SCALE� 1"-1a0' 50 0 25 50 1�Q SCAL� TN FEET 'fBPELS FIHM #�Q�gq��7 r RFwsrox rxixxix `n sruc �aw�,m m�cr n rmax �o. - TEXAS ----------------- !-J9N n u � ¢� � a �f � _, irifrr�5to�ict�ir�, llr. '. . : .i �.t� a.. -;.-..Y �rl n n : s,: , „. a ., , I �' �'��' � �, �� t �' r � ,�,�� r� �l ��-- .. � ��-�� }��...,�� . ,-,_ ' , �s ��res ° � � : _ �� _ —� A�t��t� Pr��r��HU11A� A�pro�� .�tt�r � Coty vf ��r# ''��ti� ��o��y A��str�er�t A��e�� 3511V-��{�� DoouSign �nvelape ID: �959C5U5-2fiJ1-4933-8�2F-SSE1�A823546 _= ' � �� 25p1 S.W. Loop 820 � Fort Wnrth, Texas 7$133-3114 �{S�"r J�70-6500 � WWW.TXDO'�.aQV March 20, 2020 COUNN: Tarrant PROJECT: North Tarrant Express S�gment 3C CSJ: R-Q081-12-049, C-0081-12-0�47 LIMITS: IH 35W, from US 81/287 Split to Dentan County Line Mr. Alberto Ganzalez Lalueza North Tarrant Express Segrnent �C North Tarrant Express Mobility Partners Segments 3 LLC 4545 LgJ Freeway Dallas, Texas 75244 RE; NTEMP3 Alternate Pracedure (AP) - F'HWA Approval CSJ Number Correction Dear Mr. Lalueza: 7he Texas Department of Transportation (TxDOT) has receiv�d autharization from the Federal Highway Administration (FWWA) to proceed with the Alternate Procedure (AP) for al! TxDOT prajects, statewjde. The AP list was recently sent by your office to TxDOTfor approval on July $, 2019. Attached, please find the Alternate Procedure list approved on March 10, 202Q. If you have any questions or require additional information, please contact Buzz Kyler af (�17} 370-6952. 5incereiy, Aoau3lgned hy: � � C�" I MCC�OyEc489... R/W Praject Delivery Ma�ager Fort Worth District R/W Alternative Project Delivery 7exas Deparkment of Transparkation Enclosure cc: Buzz Kyler, 7xD0T Cristino Martinez, NTI Mike Williams, Atkins Peter Vinje, Atkins Scott Calter, CSJ UUH GOALS MAENTAIN A SAFE SYSTEM o ADDRESS CONG�ST{aN - CONNECT TEXAS CONIMUNIiIES � BE5� IN CLASS STATE AGENCY An Equal Opportunity Fr�pfayer