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HomeMy WebLinkAboutContract 28373 (2)� �P Cs`C'II� F��TIO�V� AF�]I] ����r��:�r �o�v����rs t��It ������� �o���r��c��r�� U� H3�•v �87 .�,� A�t���d���;µ�it�sle� �c�. 3�}" ��T���.���+ �"� ����� �F�I�C�A� ��N�C�� � ��I��"It L, �31�RR l Yl ��F�,1� �� �� �1 '�.� o � I �VI�T�� �1�(1,��:�'�' �!(�.: .�}1� i 6�F�Ob� �G�1 S i 85U f1-�- � ��.� _____ ! '��7.1 � � r-r +R '� ���� �(`� 3'��� � `����-�����,:.1�. ��rf'�+�I���� - �-, �s �,�;�,. ,� ,�. , , �ITY ����f�T�4F��' � �O#�TR�q�T � . '.., � lf r � �. raa i � � G r',�. �� l�f'1` I�F� , �:��. ��' - � �. � . , � , [;�rt�• �v. ��t���sc��r C'1`r"Y �A�I.���#� A. I��[��I:AS R���F?1�fAI�T��. P.�., D�!-[��'TC�R �,�Pl�RT�[�1VT (�� ����C+�TRCI�iC� �������#��� ��� � ) 1 % l�.�iklll �tT��i �'�Y� �OT��1,�'�7{�48 ���C�� ��r.k� �o� �30. - Q1 1�58.fi1f}.#,0[��8 �������� ������ �`ity of Fo�t Wo�t�i, T'exas ���� a�r�c� ��u���� ���������t��n DATE REFERENCE NUMBER LOG NAM� PAG� 111 �41a3 **C_� g�,� � 3DRANCH 1 of 2 s�eJ�cr AWARD QF CONTRACT T� CONATSER CONSTRUCTi�N, INC. FOR A 36-INCH WATER LINE EXTENSION TO SERVE SENDERA RANCH, CONTRACT II RECOMMEN�ATION: lt is recommended that the City Council authorize the City Manager ta execute a contract with C�natser Construction, Inc. in #he amount of $1,326,1i5.20 for a 36-inch ►ruat�r li�e extension to serve Sendera Ranch, Contract II, DISCUSSION: Sendera Ranch, Ltd. owns of Willow Springs Road. 14888). The pro�erty is ; commercia! uses. approximately �,90D acres located north of Avondaf� Haslet Road and east The Cifiy annexed this property on December � 1, 2001 (Ordinance No. oned for single-family, multi-family, community facilities and neighborhoad Or� December 11, 2�01 (M&C C�18878), the City Cauncil appro�ed a development agreemen# between t�e City and Sendera Ranch, Ltd. The de��lopment agreement stipulat�d that the City woul� design and construct a sanitary sewer lift station at the southeast corner of the development. On December 18, 2DD1 {M&C G18895), the City Council autF�orized the City Manager #o execute a contract with Carter & Burgess, Inc. for water and wast�water master planning for Send�ra Ranch, which included the preparatio� of plans and specifieatians for water and sanitary sewer extensions. Contract li consists of the installation af approximately 8,� 00 linear feet of 36-inch water lin�. The project was adverti�ed far bid on May 30 and June 6, 2002. �n June 27, 2002, the following bids were received: BIDDER '*Site Cortcrete, Inc. �`BRB Contractor's, Inc. �`Jackson Canstruct�on, �.td. *Oscar Renda Contracting, Inc. *Boyer, lnc. Conatser Construction. Inc. Wiiliam J. Schultz, lnc. dlbla Circle "C" Constructian Company H & W Utility Contractors Pate and Pate L.L.C. S. .l. Louis Construction of Texas, Ltd., Jordan Paving Corporation AMOUNT $1,241,621.00 $1,272,990.40 $1,282,789.00 $1,285,725.00 $1,3� 9,428A0 $1.326. � 75.20 $1,337,884.00 $1,4�8,618.80 $1, 426, 303.2a LLP $1,447,996.00 $ 9 , �67, 784.00 TIME OF COMP�.ETION 120 Calendar Days �`The indicated bidders were determined to pe nan-res�onsive to the contract specifications by failing to camply with t�e MIVVBE requirements. � � , The nan-availabiiity of funds with which fo construct this �ro�eci untd recently, caused this Mayor and CounciC Communication to k�e delayed. In addition to the cflntrac# cost, $93,000,0� is required far inspection and survey, and $4Q,OOO.QO is r�quired for project contingencies. � Conatser Construction, Inc. is in complianc� with the City's MNVBE Ordinance by committing to 2% MIWBE participatian an� documenting good faith effort. Conatser Construction, Inc. identified several ' subcontracting and supplier opportunities. However, the MIWBEs contacted in the areas identified did � not submit the lawest pids. The City's goal on this praject is 18%. The praject is located in COUNCIL DISTRICT 2, Mapsco �T and X, and 'f9B. FISCAL INFORMATION/CERTIFICATION: ` �, 1 d The Finance Director certifies that funds are available in the current capital budget, as appropriated, of tf�e Water Capital Projects Fu�d. MO:k ' Submitted far City Manager's , Office by: � T Marc Ott 6122 i, Driginating Department Head: . Dovglas Rademaker • ' Additional Ir�iormatian �oetact: 6157 I FUND ` ACCaUNT I CEh'TER I (co) � � I (from} P160 541200 060160151850 Douglas Rademaker 61 S7 � C`ity of For�� Wo�th, Texas �A��� �1f1� ���i���Q �,��11�11[������1I��1 - DAT� REFEF2ENCE NUMBER LOC N�ME PAGE 1f14103 **���9�� $ 3DRANCH � of �. SUBJECT AWARD OF CONTRACT TO CONATSER C�NSTRUCTIQN, INC. FOR A 36-INCH WATER LINE EXTENSION TO SERVE SENDERA RANCH, CONTRACT ll AMOi1NT CI'�'I' SECRETARY � � � I APPRQVED 11i41U3 $1,326,175.00 � � � � � SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 36'9 W.�TE1�I��E TO S�l��E SE�E]�A. R.�.��]F� CQ�1lTTRA.CT I� US Hwy 2�7' To Avonda�e-Haslet Rd, WATER PROJECT NO.: PW 160-06U160151850 DOE NO. 37�9 � KENNETH L. BARR MAYOR _, , GARY �. JACKSaN Ci'TY MANAGER A. DOUGLA� RADEMA�ER, P.E., DIltECT�R DEPARTMENT OF ENGINEERING ��������:��1�. -. �:�:� � '�77 Main Street Fort Worth, Texas 76102 C&B �ob No. � 011358.010.1.0008 ?t��� TABLE QF CONTENTS �' �� 1. 2. 3. 4. 5. 6. 7. 8. 9. Z0. 11. I2. 13. 14,. 15. 16. Noiice to Bidders Special Insiructzons to Bidders Part B-Proposal Minori.iy and Women Business Entuzprises Specifica�ons Patt C-General Conditions Part D-�pecial Concli#ions ��ge Rates Pernuts/Easements Material Specifications Certificate of Insurance Contracior Compliance With "V�orker's Compensatian Law Perfoxmanoe Band Paymenf Bond Maintenauce Bond Part G�Con�ract Appendix A— Cathodic P�rotection Report �� NUTTCE TO BTDDER,� Sea�ed proposals for the follawing: 36" WATERLINE TO SERVE SEI�TDERA RAI�TCH CONTRACT II PR4JECT N'UMBER(S}: PW 1 GD-0601b0151850 DOE NO. 3749 Addressed to Mr. Gasy W. Jackson, Cziy Manage�r nf �he City oiFort Worth, Texas, will �e recexved at �1ia Purchasing �ffice until 1:30 P.M., Thutrsday, June 27, 2002 anc� then publicly opened and read aloud at 2:00 P.M. Plans, ��ecifications and Cantract Docume�ts far �s proJect may be obta.ined at the o�ce of th� Department of Engineering, Municipal Office Building, I OOp Throckmorton Street, Fort Worth, Texas. 4ne set o�' docusnents will be provid�d. to praspect�ve bidders �oz� a. deposit of $20.00; such deposit will be refutided if the document is retiurraed in good candition within 1.Q da�s after bids are opaned. Additxanal se#s maybe purchased on a non-refiusdable basis £or iwenty dollars ($20A0) per set. Bia secur�.ty is required in accordance with the Special Instructions to Biddears. The City reserves the right to rejcct any ancVox all bids and waive any andlor a11 i.rregularities. No bid may be withdrawn until the expira.tion offorty-nine {�'9} days from the date the M/WBE UTIL,TZATI�N FORM, PRIlVIE CONTRACTOR V��IIVER FORM and/or the GQOD FATTH EFFORT FORM ("Documen�ation"} as appropriate is recerved by the City. The award of contract, if made, wi11 be within £orty-nine (49) days a,fter �sis dactamentation is receive�., but in no case wi11 the award be made until the responsibility af the bidder #o wnom it is proposed ta award �e cantract has been verified. Bidders are responsible for obta�ni�zg a11 addenda to the contract d.ocuments and acknowled�ing reeeipt af the addenda. by zn�tia�ing the apprapria�e spaces on the PRaPDSAL farm. Bids that da not acknowledge receipt of all addenda may be rejected as being non-respansive. .information regarding �he status of addenda may be obtained by cantacting the Department oiEngineering at {8],'�) $'�1-'�910. In accord with City o£Fort Waxih Orc�..ina�ce I�o. 1 I923, as am�nded, the CiYy of Fort Worth has goals for the participation of mi.nority busin�ss enferpris�s and wamen business enterprises in City contracts. You may obta�n a copy ofthe �rdinance from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIlVIE C4NT'RACTOR WAIVER FORM and/or the GOOD FATI`H EFFORT FORM ("Docum�ntation'� as apprapriate. T�a,e Dncumenta�ion must be received b� the managing d�artment no later than S:OQ p.m., fi.ve (S) City buszness days after tha bid opening da.te. The bidder sha.11 abtaan a receipt from the ap�ropriate employee of the managing depar#men# to whom delivery was made. Such r�ceipt shall be sv�d�nce fihat the Documentation was received by fJae City. Failure to comply shall render your hic� non-respansive, Far additiona.l inform�tian, contact Mr. Bryan Beck, P.E. with �.he Ciiy af Fort Worth @ S 1 i� 871�'�909 or Mx. Bryan Sann, P.�, with Carter 8c Burge�s, Inc. at 817�735-d237. GARY W. JACKSON CITY MANAGER 1 � Adv�rtising Dates: I 1'�ay 3Q, 2Q02 - June 6, 2002 .� �� f GLORIA PEARSON CiTY SECRETARY Depariment of Engin�erin.g A. Douglas Rademaker, Director By ck Trice, P.E. Ma ager ansultant Services � SPECIAL INSTR�]CT�O1�S TO BIDDERS 1) PREOUALZFICATION REOIIIIt�MENTS; ,All cqn�racYars submittin� bids are ret�uired to be prequalified by the Fort Worth Watez Depardm.e�k przor to submitiin$ bids. This prequalification process wt�l establiah a bid limit based an a tec�cal evaluation and �nancia,l analysis of the contractox. It is the bidder's res�onsibility to submit the follawing dQcra�entation, a current �nancial statemen#, an accepEabZa experience recoxd, an acceptable equipment scheciule and as�y ofher documents the Departmemt may deem necessary, to the Director of the Water Department at least seven (7) calendar days priar �n tlie dafe of the opening of bids. - a} The f�nancial sta�ement required shaI1 have been prepared by an indapendent certified public accauntanE or � an independent pub�ic accoun�t holciing a valid permit issued by an appropriate �ate licensing agency and shaIl have been so prepared as to reflect the iiriancial status fo th� subrnittsng com�at�y. Tb.is ata#ement �� must be cw�rent and not more thau o�e (1) year old. In the case il�st a bidding date falls within the time a , new stateznent is being prepared, the previoua state�nent sha�l be ttpdated by proper v�ri�oa�io�. b} For a� axper�ence recoxd to be conside�•ed to be acceptable %r a ginen projec#, it mrxst reflect the experi�nce of the firm seeking qualif�cation in wark of both the same z�ature and technicallevel as that of the project far whici� bids xre to be received. c} The D�irector of the Water Department shail be the sole judge as to the acceptabil�ty for financzal quali�ication ta bid on any Fort Worth Waier Departn�ent proj ect. d) Sids receiv'ed i�x excess of the bid Iimit shall be cansidered non reaponsive and �+vil% be rejected as such. e) T$e City, ui its sole discretion, may reject any bid for failure to dpnonatrate experienc� and/or e�ertise. f� Any propasals st�bmitEed by a non-prequalified bidder sha11 be reiurned unopened, and i�' i�.dvertent�y opened, shalZ not be considered � The City wilI attempt to notify prnspeetiva bidders whose qual�catians (financial ax expe�rience) are not deelned to be appropriate to the nattue and/or rnag;aitude ofthe praject on which bids are to be received, • Failure to notify shall �ot be a waiver of any necessary pxeqxtaliffcafion. 2. BID SE�URI'�'Y: A cashier's check, or an acaeptable bidder's bond, payable to the Ci4y af Fott Worth, in an a�nount of not Iess t��.n five {5°/fl} percent of fh� Iargest possible tot� af the bid submitted miist accompany the bid, and is subject to forPeiture �in the e�ent �e successfitl bidc3er faiIs fio execute the Contract Dacume:nts within ten (i0} days after tiie cani�act has been awardad. To bo an acceptable surety on the bond, (i) the name of the sutety sha11 ba included on ihe current U.S. Treasuty List, or {2) the aurety must have capitai and suxplus equal to ten tmles the limit o�t�e bond. The su�rety must ba licensed to da business in the state of Texas. The arrxouut oith� bond sha1� not exceed the atnount shown on the treasury list or one-tenYh. (1/i 0) ths total, capi#al and surplus, 3. SONDS: A parformance band, a papanent 8asid, and a maintenance bond e�ch for one huncired (100%} percent of the contract pn'tca wiil be required, Reference C 3-3.7. 4. WAGE RA'�ES: Secbion C3-3.13 of ttre General Condi�ions is deleted and xeplaced with thc following: {a) The con�actox sha�I comply with all requirernents o� Ck�apter 2258, T�xas Government Code, including the paym�nt of not less tharz the ratas detexm'rned by the City Council oi the City of Fort Wort1n to be the pzevailing wage rates in accordatice with �hapter 2258, Texas Government Gode. Such prevailing wage rates are included in it�ese contraci docu�nents. (b) Tl�e caniractor sha�l, foz a period of three (3) years foliowing the tlate of acceptanec of #he work, maintain recards ihat show {i) t�e name and occupatinn a� each worker emp�oyed hy the contractar in the construction of the work prqvided for in this cantract; at�d (ii) the actual per diem wages paid ta each worker. '�hese records s}�all be open at all reasomable hours €or inspection by the City. 'I'lxe provisians of D-3 Rig�t ta A�dit pertain to this inspection. (c} The cantraetnr shall inelude in its subeontrae�s and/ar ahall otherwise requice all o£its subcontractors to comply with paragraphs (a) and (b) abov�+. (d) With eac�► partial payxnent estimate ar payx�all period, whic�ever xs less, an affidavit atating t3�at ihe contractor has co:mpIied with the requirements of Chapter 2258, Texas Qo�vernment Cade. Tb.e contractor sha11 post fk�e prevailing vv�ge ratas in a conspicuous place at the site of the praject at all iimes. S. AMB�GUITY": In the case of ambiguity ox laek oi ciearness in stating pric�s in the Proposal, the City reserves , the right to adopt the mast advantageous consiruciion thereof to the City or ta xe,}ec# the I'ro�osal. f 6. BIDDER LICENS�: Bidder must 3�e a licensad Contractar in the State of Texas. NDNRESID�l�T�' BIDDERS; Ptt�suant to Article 641g, Texas Revised Ci�vil5tatutes, the Ci#y ofFort Worth wi�l not award this confract to a nonresident bidder unless �e nonresident's bid is lower t�n the lawest bid submitted by a respansible Texas resid�nt bidder by Y,he same �moun# that a Texas residant bidder would be zequired to underbid a a�onresident bidder to obtain a ca:aapairable contract in the sta#e in whic$ the nonresident's principal place ofbusiness in lncated. "Nonresident bidder" rneans a bidder whose principal place of business is not in t�is state, but excludes a contractoz' whose ultimate parent company ar rnajority owner has its principal �Iace of business in this s#aie. This provisian does nat apply if this confraci involves fed�ral funds. The appropriate blat�s of the Proposal must be �led out by alI nonrasident bidders in order for the bid to meet speeifications. The failure of a nonresident coniractvr to da so w�11 autom€a�ically disqualify that bidder, 8. PAYMENT: If the bid amoe�nt is $25,400.00 or Iess, the contr�ct a�nount shall be paid within� forty-fzve (45) calendat da�s ai�er comp�etion and acceptance by the G`ity. 9. GE: Xn accordaz�ce wifih the policy ("Policy") of thc Executive Branch of the FederaI Gavernment, Contractor cavenanf� thai neither it noi any of its offi�cers, mexnhers, agents emplayees, progxain pariicipants or snbcontract�rs, while ongaged in pexforming this conixact, shall, in connection with the employinent, advaneement or discharge of emplayees or in cannectian with th� texrns, cond�iiions or p�ivi7eges of t�eir �r�loyment, diacriminate agaixist persons becausc of their age except on the bases af a bona f de occupational qualificatian, retirement plan or statutory requiremeni. Coniractor fiu'ther covenants that neither it nor i#s ofiaeers, muembers, agenfs, em�pIoyees, subcontrac'tors, program participants, or persans aoting an their behalfy SI�a1,I speCify, in solicitations ar advertisem�n#s for employees to work on this contract, a maximuzn age Zi�'nit for such ez�lo�t unless f1�e specified maximum age limit is based upon a bona �Zde accup�tional qualifica#ion, retirement plan ar statutory requirements. Contractor warran#s it will fu11y comply ravviith tha policy and will defend, indemnify a�d hold City harinless against any alauns or allegations asserted by tbaird parties or aubcontractar against City asisittg out of Cantrac#or's and/or its suhcontractors' alleged failura to co�ply vv�i�h the abnve ref�renced Policy concerning age discrimination in the perfarinance of #his agreement lU. DTSABILITY: Tn accordance witb, the provisions of the Am:ericans With Disabilities Act of 1990 ("ADA"), Contractor waixants that it and an,y and all of its subcontractars wil� nat'unlarvfully discximinate on tlxe basis ai disability in the �rov�sion af serviees to the general public, nox in ihe availabxlity, terms and/or conditions af employment for appli�ants far ex.nployz�aent wi�Z, or emplvyees of Contzactor or any aiit� s�bcontxaciora. PART B - PROPQ�AL ' This proposal m�st not be removed from this baok oiContract Docurnents. TO: Gary W. 3ackson Fart Worth, Texas City Mauager May 200� Fart Worth, Texas PROPQSAL FOR: The fi�rnishing of aiI rnaterials, �xcept materials specified to be furnished by � the City, equiprnent and labor fnr the installa�.on of approxirnately 8038 L.F. o.f 3G Inch W�ter � Pipe and all necessary appurtEnances and incXdental work to provide a completc and servieeable project designated as: 3 b" WATERLIlVE TO SERVE SENDERA RANCH G4NTRA.CT II Wa#er Praj�ct No. PW160-06016015�50 Pursuant to the foregQing 'Notice to Bidders', the undersign.ed Bidder, having thoxoughly examined the Contract Dacuments, including plarYs, special contract dociaments, and th� Gen�ral Con�ract Document� aud General Specifications for Watex Department Projects, the site of the project and understanding tkie amount of wark ta be done, and the prevailing conclirio�, hereby praposes to do all the work, fiarnish all labor, equipment and material except as speczfied to be furnished by the City, which is necessary to fully camplste the wark as provi�ded in the P�ans and Contract Dacumants and subj�et to th� inspec�ion and approval of the D�rector of the City Engineering Department of the City of Fort Worth, Texas; and �inds himseif upon acc�tance of this Proposal to execute a contra�t .a�d furnish an approved Per%rmanca Bond, Payment Bond, Mainte�anee Bond, and srxch ather bonds, if any, as may b� reqnired by the Contract Docurnents far the perfar.ming and com.pleting af th� said wark. Contractor propuses to do the work wi#�in the time stated and �or the fvllowing sums: M••�iJ :� � 3B. 4 4. 5 5. 4 6. 4 7. 57 8. 1 Tons Cast Iraz�/ Ductile Iron Fittings, D-25; Per Ton Dollars �a c�n�� EA. 36-Inch Butterfly Va1v� and Access Vault, Per Each "�h i { �•� �hd�,-�d Dallars and � � � Cents EA. Install 2" Cambination Aix & Vacuuxn Re�ease Valve & Vau1t, Pear Each �h YQ+Q ��Uc„p rid Dollars and h1 � CentS EA. Inisiall 6-Inch Biow-Off w/ 6-Inch Gate Valve and Sump Manhole, Per Each �vU r`C�ndu� r,d Dollars �d �V D Cents C.Y. Rock Rip Rap I S"-S" 2' Deep, Per Cubic Yard � i`� h � � Dallaxs and t�v C�nts L.S. Cathodic Pz�atectian Syst�n, Per Lump Sum �W�I�.]� � �`t►J�"�t�t�d Dallars and �b Cents � � �� � �� $ 3o�Obv."� $ � SO,°�D . $� � � �.ODD.�� $� $ ! �.Lioa�O� � go °° � �, .��Q, o0 � �.S,DDp,°� $ �.S,C,� °� : I � 9. 7564 L.F. Trench �afety System, D-19; Per Linear Foot ��� and �t � 10. 6 EA. � Fire Hydrant Assembly, Per Each ��a��busa r1d and �,10 i 1. 1160 L.F. Install and Remove �'emporary S��trand Barbed Wire Fence Complete in PIace Pex Linear Foat �►V`�_ anaN D 12. 178Q L.F. InstalI and Remove Temporary 6' Chain Link Fence Complete in Place P�r Linear Foat �,X , atld �i �'.� `f i Dollars Cents Dollars Cents Dnllars Cents Dollars Cents TOTAL A11�0UNT BID ., � l�°b � 5� ea e � � or�a,ob � i�, 000.° ° , � 5,00 � 5 �sDE�•�� $�.s° $ ll 5?b.�D . O � f �� G, � �%� � l .. PART B - PROPOS.AL (Cont.) Within. ten (10) days ai�er acceptance of this Proposal, the undersigned will execute the formal cantract and will deliv�r an approved Surety Bond and such other bonds as required by the ,, Contract Docnments, for the faithfitl perforfnance of the Contract. The attached bid security in the amount af 5% is to become the property of the City of Fori Worth, 7`exas, in the event the co�xtract and bond o�r bands are not exect�ted and delivered within �he �ime above set forth, as ,, liquidated damages for the delay and add.itional work caused thereby, The undersigned bidder certi�ied that he 1�a� been fi�nii.5hed at leasi one se# of t�� General Contract Dacuments and Gencral Speci�cations �or Water 17epartment Projects dated January 1, 1978, and that he has read and thoroughly understands all the requiremen�s and condi#ions of those General Documents and the specifio Cvniiract I�ocwnents and appux�enant plans. The unde�rsigned ass3ares fi.hat its emp�ayees and applicanis far employment and thas� af any labor organization, subcontractors, oz em�loyment agency in eithex fiuriishing or referring employee applicants to the undersigned are not discriminated aga.inst a� prohibited �by the texms of City Ordinance No. 7278 as amEnded by City Ordinanee No. 7400. The Bidder agrees to begin construction within 14 calendar days ai�er issue of the wvxk order, and to complete th.e cQntract within °� �� ��,�i'1���' �a�S after begi�n�ing conshuc�io�. as set farth in� the wrAiten work order to be furnish�d by the 4wner. (Complete A or B b�low, as appl�cable:) A, T�e principal place of b�tsin�s of aur company is in �he State af Nonresiden.t bidders zn tt�e State of , our grincipa.l place o�bu�ine5s, ate requi.;�ed to be percent Iawer than resident bidders by stata law. A copy of the staEute is attached. Non resident bidders in the State oi , our principal place of business, are not required to underbid resxdent bidders. �B. The principai place of business of aur campany or oi�r parent company �r majority owner is in the State af Texas. I B-5 I(we) acl�owledga receipt of the followi�.g addenda to the plans and specifications, a11 of the provisions and requirements af which have been taken into considera�ion on prepara�ian af the foregoing bid: Addendum No. 1. (Inztials) Addendum No. 3(I�itia1�) . Addendum No, 2(Initials) Addendum Na 4(Tnitxa�s) R�spectfu�ly submitted, �.� r �D -�- _ By: . � _ � �' .�e rr.� Gori�.-lSe r- Ti�le �r�id �¢ n fi Address ` I�.o. �o�c [ 5gd� -�-o�r�- t�L1n,r ��, i x -, `7��� I� Telephone: �Q,I 7� S �a y -1 �1 � :� _ (Seal) Date: f� !� b � i I :� ��� of F�rt V�o�h N1ir�or�ty and V�om�n u�rness En,�e�p�r��e Spec�fi�atian� �P��I��. I�]�TRlJ�Tl�hl� F�F� B�C���R� ���L1��a�`�o� o� po�r��r �If t1�e total doi��r v�lue of #�$ ��n�ra�t is ��5,�00 �� morer the iY1lWBE goal.�,i�`��plic�ble. •�f kt�e.:tota! :dolla�� �alu� af #i�a can�r�ct �s lass t��n $25,�Op, t�e M�V�����ar �� nok�ap�plicab�e: -- .. - . -. _ . . ,� . 'h.';� `:'�:` POLt�1� S�A���I�ri� I� �s the ��ll�y of tC�e �iky of �ort 1�fortE� to �ns�,r� It�e fu�f and ayu�tab",e par#ic�p�#ior� by E1+1En�ritylWomerr ��,siness ��ter�rlses �MlUV ��� rn lt�a �roc�rerrsen! oF alk ��ads a�d servrc�s !o the �ity on � r.�ntrac�uai ba �1s, Th� a�j ec#lv� of t�re �alocy Is #o increase kha �se o� MlW�� �rms t� a Revel carrapara���e t� the au�ilabi�ity of V4WU�Es tha� provid� �aods ��tci servic�es c�ie�eclly or Fr�dr�ectCy lo t#te Clty. All r-�quieam�nts �n� reg�lation� stat�d �n kF�a �it�s c�rre�t l�linariky and Wam en Busines� �#erpriss {]rc�ir�ance a�p1y ta �hjs b[�. NflWBE PR�J��F Ca�AI.� �a ���+'s 1� B�1W �� �aal vn thls prv�ect ls 1� °16 �F ttke base b�d valu� nf �he car�k�act. ��MPLIA[��E TO BID �PEC�FI�A�'kDFiS �n �;ty canlrac#s ot ��5,�00 or mare, biciders ara requlred to Co�nply wi#h khe �rit�nk af t�� ��4;�s S�flW�E C]r�irr$nca �y �i�h�� �f R��e �ollowing: 'I. A�1eet ar excee� #I�� abo�e �l�te� iu1lW�� e�oal, or; �. G��d fa�tt� �F�or# da��msatat#�on, �r; 3. Wal�rer doc�mer�tatiorf. �UBNFI�fTAL 0� Ft�QUER�� ���l�M�hlT1�T1�N 7h� applica�►r� d�cum��ls must be rec�iveci by #I�� h�ianaging �e}�arkment, wi�hin #�e fa�lawing t��e� a�EEaca�ed, �r� order Far the �nkir� b�� ta foe oae�s�tEeeed r�sp�nsfv$ #v #he $p�cli��t9�ns, 1.1�1N�?�� Ulijixation Fo�m, i� goal is rnet or e�coa�ed: 2. �c,a� ��kh �fifor# Fo�n att�i MNV�� UtNi�a�on F�rm, �f par{icipatl�n Es i�ss �n sxatet; go�l, '�. �ood �ail� �ffart �arm it na p,�rtic�pati�n: A. Pr�me Con��ckor Wafver Form: r�ceive� �y 6:04 p.m., fiva ��� �ity L�s�ness days after tlre �i� �p�n�ng �abe, exclusive uf khe b�� opentn� date. r�ceived by 5:�0 p.m.k #�ve {5} �Ity busl�e�s �ays a�tet the bld openl�g d�te, ex�lu�lv� �# the b�d �pe�ing d�ie. rec�l�ed by �.�10 p.m., 4ive ��} CIly busSn�ss days a1��� the b�d o�ening da#�, exclus3va c�� the bld apeni�g �ato. rece�vecF by �:00 p.m.� IIv� {�� �fiy bustr�ess days aft�r th� bid �penir�g da#�, exclus�va o� th� bfd �pe�ln� da#e. �ai�.u�� r� �or�P�� �r�rr� �H� ��r�r'S.�MlWBF OI��i�ANCE��W�LI� R��U�.T IN Tli� BID BE�N� -:..�-�;��ra=�--• _�.� . . . � -- -','�'`CONS#DERED��+ION-R�Sf?UN9LVE..1'O SP��IFIC,A7'[QNS.`=�.:�c=:- ��..:-� �-��:-;��:= "�:;:�=��°.�:k-u;;=', - 14ny quesHanst please can#act #h� �f1lV11�E Offi�s �! �B�F'7} 879-�6iO4. R�w. B�18J�0 �a�rr���mEr��r �a �i� �� �o�-� 1�1�o�h Page � 01` � IU��no��ty �nd �Vomen �u��ne�� Enterprl�e ���cifi�a�lons i�IB�1VI�B� UTILI�AT��I� -.�3'Y'J.'����� 4'.bYj.,�'�r'+.�I.� � �CJ►��r _ �. ,,r�� � ���� - _ PRIM� CO�JJPA�IY iVJ��1E _- -- � 91C? UAT� 36" INater�ir�e to Saivo S�ndera R�r�c1� �ontra�k Cf PW� 80-060'�84�585Q C]�E No,3749 , hR�JECT NAI4�� PRO.l�CT k�IJNtB�R � CLTY'Fx h111YfiF, FRf},1F.C'i' �'sQAl,: iR�`a �Rir�YSC PEit{'L^i'rA�;RACH�EVl�3}: _ I ��i�lUrB SO���Qk1i�J�t}�E�.��11S�fU�rn,:i��It5r413��FB�}�-�hrf�E1 5ll�]�]U��IIi��dOClll7l�el�tslt�bl3, �FIT�f'�C@I'VP[.E f)y tl��-��i12JC�If1C�,E���]d��{'t1�4�1� . - : : . . . . . _:. . _ . �-.. - � � � �---.. . �t�n or..E��fore.?�:�0 �;�7.�fiv�+ {�� ��#,y f�LoS�r��ss �I�ys.�a�#�r� i�i� ��ae€�ing�.�xclusiue-o# hir#�.bpe�ii�t���da��, +n�E�i re�til.f-i.n�the E�ici��� _ ... . . ��• - � . �.:: -. -. . --� --=- � � E�eing con��ci�ri`d-non�r�s�p�r���v�a to :btd ����c�€i��tiorss:. , . �-� � � � � �� � . . . �e u[.�clerSf�jne.�i :licitEerar�r��s:to r��le��iM�#�o a:r�t1'��€ ��Qr�eir���k�t wl.4k��t�e Cui�� ��c�Jot'�W�}��#ir�n5 f�r wnrk 1is��tf irr �h�� � . :. . - ___... . .. . .. .__.. . . . �sch�r���1�;;����iX��M�i�ai��si ��03� exe�u#ior� o� ��cc�nkr��ct�: v�rlt�r���#[ie ��i#y O� I'C1���Y�01'Cil: �IZG':Ikl�@ii�I�Y}2I �r�r�lor len�wir�y � .- � - �. ....... . �.�sr���res�i�ia�ivi��:����f�c:�t5��s�,�r��F�[#s�for ����sider'atio��,.o����iisc��i�Nlfic�#�on and.�ill r'os�Et�irr t�e-�l�it€ �eiF�� eai}s�.�i�re.d -i�=__-r �i�o��-r�saor�_slu.� �.�`,spe����c.a,tio�s, ... � �. � ..- -- —_ . - =. ,-�-��- ..__,.- � .�T.—_ . - . " - _ . . - �� � . . _ ._ ,., , . .-.— , . ��� � -�� �� �rr�r�pt�rty.��l���sa; Can.�a:C! �f31��e, �_ Geiiifl�t� .S.F1PCify.;�ll.�onFr�.ctan�=..- Sj].p; lfy �II It��Ex,� to kaa.� -'- D.�r��tiC�AniQ�lii#..-. . Ac�dr�xss, ar�rl T�Ivp.�r�orie;`.�a. � � .: . Sc�pr��o! 1�ilvrk� ("} ..:_=_°' . " ��� �up�a3�Y�a f"} . �,; � :�� .. _ � .- ." . . _. . -: �„ r: - - - , —.. - - � .. _ . - �. � �:���� - � - � � .. � - _ _ � - � :�� -_ - -�_- ��-�__'_�� . ".►'� =� = - = - — i. _�. � _-_- - __ �,_. _ _ . _- . -___ _ . " : +��F= __ == - - - ,- - � .,. .. _. -,, _.._.�v — ' -�.. �°-�` � �w =_ . _ . - . -- - - _ . - - - ti- -- . i�� . _. " .ts� _ _ . _ :�_ -. -.- - �-. � . .. .- _=_ -- =- -_ _- _ _ . =-_- . _ _ __ R�y�I:�fr.tk�ls --- �u.tilr-� ���}e� Y - — {S�i3� {.i�atre�'�t�r f�i�;lt3vt�� �_ �� I � � Dv�� f�hrF��r:a,c�{� �- ���5 �� '�,:�� .�Q� OC - .._ .� « - ' i� � TCCU s1� + �*� � --- - - � � , �;,� R..fi�_TMrr�.� --- � GG33 C`,��apcvin� j��i�;lwwa�! N�H, Tex�� 761$0 i/i - ��5� r� ��s���,.s� � � - - - - - � � ��. _ . �r'c) ri�. Y �. � �. '���I •YY1i � a� � ��t +� i�, �°� °4 I � ;_`�l�.�L���s rri�s�'�ia:la�atcd°�rt�S���9��i�7Kef:��nfy�mar'kelR�ace=a�cufF�kitly�sf4��ig I�l+a�l�'����th'am rk�,��'a .�''..��th�firne a�. w .�_ y�� �t�+�_. 9��e;f; t�ll .,���;c�i�; wrr�c�, h�w�E�., arg:in �a� ukllfi;:d ��n€I+ar. I#�sli3s ���S1s+ ri�}�#�[�acl: . - _ : - -_ �_�'_,_` _-�:� '��: � - -. - . ._i'_� -;.: ����cc�rr�piute.11�t�ii of s rrr7s io a�a s �� i ��� � � ���. �� l,. �IP4�iI�rJ � C q f�ed �rr oC�lai',;ss�r�c�:ve cFr�.iii��a�k���ocl th� P.Srti�6� �naE,� ._ _ , . , ..--- , _ ("'��ir�9nllfy ��1��1�'Clsr k�w�1.: .._�� TI��:� Mozns;lic• f��w�l bE �ul�cc�tikracl�ng kaelc�w ih� prire��.caiilr�etorfeansxallaa4E, r_e,�� �a �21raGt p�yiryent.�= ...:_ . =: ...__ .�_,_ —. - . ' ,-,=_-��'.-- _.,�p_. : v� _: �,=� �... �FQrn t�ha,�5r1i119 Cf}f1�F�r,t�f� R[S.�ry,SU�}GOk�lf£jCkOi'I$ Ca�Slf{�iCl1'ii1_tl�r.:�R�Yr�an� 4y�a 9��jc�n#ra�[qr Fa � � -�----�-- - - -�. _ _ .,-_�.-. � ,_ - . i - _ . '.�=.-_ -�'�- � - �� . . _ -. -_ _. - _ : . - -,: ., : --_-•. ;. ._ ..� ..-� i i i :�a����HP. --� � �� � � -- - ti- _ -.• .�-_ _ _ - - . s 54f�7 �l ar ss.c.onfil�lvr�d - � � . THkS FOR�4'i MUST B� I�ECEIV�#] �Y' TI-fE N1An}#GING d��A�TNI�NT �Y 5:�� �.m,, �IV� (�� �17Y BUSI#�I�SS Df7lYS AF��R BID OP��IN�, �?(��U�iV� O� iFl� �Il] O��Nl�l� �N7� Ragea 1�tr�d 2 af Att���mer�t'IA rrru�t l�m rece�vecE b� Ehe N1an��ittg Depar�rrsent k�e�+. 6�2�38 �4TTA�HM��IT 'IA J�a�� � of 2 ��# �� �OI'# �f C31"�F1 Nlir�ari�� and 1N�rr�en ���i��ss �nterpr�s� �pe�i#i�at���� Nf��fVYB� l.k`T[L��A�I�h! Cor��}�t�ny �a�rrie, C.�nt�c#��1�,�rlo. =Cer�iFF�d�� ==.����3ciEy:All ��ettr�ct�rtiq .:.. Spq.C�}y_�AlI Ci�mslo ha -:-.._. A�d�ass: a�nci '�-arv�f7on�.�l�o.� .._:.. .� -. � --�' - __ : �c���re of Wn���s���"� ,.. � � .Sit�aple+r�#�'} -� �,�.�: � - � � __ - _ .-� - �ij -' :�r.� --- �� _ � _. . : ' " . _ '�'-` � ' . :11 = Y _ _- .p: — -- {�.Y � �* -�' � _ — - � � �_-._ __ _--'���=s --,— �.- __ ��- -. � - �-'I __— ��-��' z{_. �•_ _ - .�:e_ . -_- _ =i= _ _ _- _.-�1= - _ _ -- .-- -= r� — _ =- _ _— �"_ = _--- -- - . . ..-- . .. ,{�`=- - _ .'1F= . ._ . ! — _ --- — I -- — � _ � -��..� - - � - — � �� — __ - � . . �ol��r.�m�unt- ,_ � t: — ._ —=rv;� . . =`- - . �'�-� _ The b�dder fur�l�er a�jre�s t� �ro�ri�e, dire�#ly to tha �Iky ��on requesk� camploEe ano� a�cc�rate Inforrna#€on re{�arding act�al v�r�r�t p��Parmed by aN subconEractors, includlr�g M��{s} andlar Wl��{�} aFrange�ents �ubrnEl�ed w��h this b�d. The bidder a�sa agr�e� tv allow an at�d�t andf�r exarr���i€t�ion of ar�y buuks, �ecords an� f��es �reld !�� the�r ��rn��r�y tl�at wrvill subs�antiate the actual work gerforr��ed by the d1kBE�s} ar�dJnr W����} nn thia corrt{act, by an a�th�rized o#f�ce� �r e�n�l�yee �f t�� �i#�. Any Intentlo�ra# ar�dlar knowring misrapr$set�tati�n �f fi�cts will be gt�u�ds for #ermin�tlr�g t�r� contract or de�arment fro�t ��ty wo�k #o� a peria� of n�t �ess #har� #hr�o (�� years and fo� initiatin� actior� under F�deral, �tate or ��ca! kaws concernin� �a�se s�atemc�nts. Any faiiu�'e to �omply wit� tF�is ordlnance arrd �reates ��n�#erla� E��$ac� of contra�t rrsay resr�lt in a deter�in�tion of a� irr��puns�ial� offeror �nd b�rred from p�rt�ci�atr�g �r� ��ty work ��r a�er�od �� time not I$ss #han pne ('I � year, .����� 1N�E� 14�U�T B� ��RT�FI�� Bl� THE C11'Y E3�F�F�� �Oh1Tl�A�'� IA1NARfl /� �� � - � �{}'� C �. �� r � ari �rd �fgnatur� Print�� ��gn�t�,re �-�r�� [1,�„_� � �'� T�tle � nta�t Narne and T�#I� �if di�ferent� �Yl�t.-k�� C� � �r-�� � rr� c�,� � r�� r� -�i9.}�� � � �� ��� t'i ' + � �� � Comparr� �Ja�n� T�I��hane Nurr�ber �s� `��� - �r�� l ���� � �� } --�� � � t-f �� � _ Addres� �ax i�umb�r � C���'� �,��F� �� _� �[��t � �D � �-`� � ��. _ tylSta��lLip �ode ' Q�t� - - — - T�JIS �0€tM MUST B� �ECE�VED �Y TH� ]�A�IAGIf�l� ��PAI�TNIENT �l' *�;00 p,m.. FIVE (�� �Jj'Y �EJ��h1�SS QAY$ A�T�Fi �ID OP�NING, ��CLtJSIV� O� 1'HE �I� OP�NI�d[� Ull�`E F2�+. 0�2l�B �"ages 7 and � af �4#�aa�mer�t �tA rnust #�e reco�ved b�+ t#�e Marr��ir�� D��artr��ht AT��1��iM�NT �� Pa$� 1 of 1 �It o� Fort INo�til Nl�narity ar�c� U�1o�e� �u�sMness ���erprls� �pe�f�i�a�ior�� �rirrte �orrt�a���r 1Naiver Prirne �otr��ar�y Narrn$ �Id �p�n�n� �a#e I� boiF� �r�swe�s #o �F��s for� at'� �f��, r�ot c�m�l�te �4TfA�WiUl��1� 1���ood F��th �ffart �arrr4�. A!I questions on this �or�n rnust be �ompleted and � detaf�e� expla��atia�i �r�vided, �f ��plicab�e. 3t bh� answe� to eMther c�t��skion Is �f�, then you must compleke ATT�4�MN1�N� 'i�. This form is �r�ly ap�licable if t�4�#] at�sw9r� are yss, f�ll4�ra:��#ci �iil�pl�$� _tl��s �a�i�5--i�i �i.�s -���#i�`�ty �:��ici�-�7��.��ec€��y��i�� I�y� l4i���l�1ar��z fr��ej�7af$�ti�:�}� q�j'�ar: , . .._. � . . ... _ . . .. . . . . _... :Ike�'r�.�'���00�:�rl,��flv��s�',��i#����u�S\r�����:l�ys�_,�f�l�S�r �5id �'1"r[�`li�f3�,-�?�r,lka�i,Ve:`:4��:�k�le�liir,�:��]�iiirig:c#�i�t€t: ���Ilr,�..��i��`rr�;&ir���:l�,i�� k�.ei�c� rr�.r��id�X,e.c��:;��«�r.�;.s���s}���::�o �i.��s���I�Fi��a#��r�s.�.�- � - ��-- = . . . ____`� �Vfll y�u ��rforir� thks er�tl�'e �or�t�2�ct �nri�[�au� sub�antra���Fs? Yes H� If ye�, �f�ase pravicle a�#�tal�ed �xpl��natlot� that proves based or� the �pxa a�d scv�e o� t�tis �Oroje�t, this is ��ur n�rrn�l k�usitress practice a�nd provide �n opera#ion�l �r�fil�r o� yo�r huafness. 36" Vwaterllr�e to Serve �or�der� F��nch �or�tr�ct �I Praject Narr�a L�1N'f BQ-�6i}� �0'I �850 C7�� ��.37+�9 P�uj�ct �lum�e� 1Nill y�u perf�rm th�� e�trre cont�act with��# sup�lie�s7 Yes IVa tf �res, piease �r�vide a c�et�i�e�! explanation that proves laas�d on �he sl�e anc� ��ap� of tJtl� proJect, ##�i� Is yaur r�or��al busin�ss �r�ct�ce and probide ar� inven�ory proflf� o# �our ��rsines�. �'he bic�der �ur#her agrees to pr�vJde, dlre�tly t� the Clty ��or� req�est, ��rn�lete �r�d accu��ta ir�€ar�nati�n �egar�l��g actuaF work p�rf�rmed by all s�bcontrackor�� includirr� �1�E�s) ��d�a� YVB���) an t�ls cont�act, tl�e p��rment #h�r�f�ra and ar�y p�opvsed ��anges to #he o�ig�n�l MBE�s) anc�lar 4V�� {�} z�rra�gemenks �u�mikte� with k#rls �Ic�. T't�e �Idcler also ag�ees to allow are audit Bnd�QC �xal7tili�f��11 �� 81f�� booksF �e�ords and fi�e� h�rd by t#��ir con���ny fh�t wili s�S���ar�tiate t�ne acEual work �erforrr�e€� by #�e MB�{s� an�lor �N���s} on #i�ls confract, by an ae,thorixed oificer �r �r��layee of the �ify. A��y �nt$ntior�al ar�dfoF #tr�o�n+ing r:7�src��re�eRiat��n of f�tts wilf be gr�un�l5 far terr�i�natin� the contra�t or del��rmerrt from Cit� work tor s period a� not less than tnree (3� years ar�d fox init�at�n� ac#for+ ur�der Feder��. �#ate �r �ocal laws cancern��r� falso statements. Ar�y f2tilure to c�rr�p�y wEth #hi5 Ordi��r�ce �nd cre�tes a materia� breaaJh �f c�ntraCk st'ray res�lt Ir+ a det�rr�nina#i�� o� an �rt�esponsFF�le offeror and barre�! fram partlelpat}ng 1n City work for a perlod of kFme not Ic+ss tF�an or�s �ij ye�r. 0 Au#hori�ed �r�t�attr�'e Tftle �orn�a�ty hfara�e �1'jh��C� �I�fl��UEB -- �o�t�ct I�ame �if dlif�rer�t} �or�ta�t T�lepl��ne Numk�er (s� A�f�ress �a�c �fu�mbe� �e+�. a�z.+se ,�rracMn���r �� �age � oi 3 �It� of Fo�-t �IVort� �li�o��t�r ar�d �oimer� Busin��s En#e�rp�-p�e ���D F�117H EF��RT �����Se� �"�_r��,.�,-�r�t_ �'c>�, _��.� ����� ! r�.-� �_r—�s I�rirr�a �arrtpany hlame ' �id D e 30" Wat�rllne to ���ve �errd$ra ��r�c� �an#ra�t IE #�rvJect I�am� J'V�+�B�-QBO�B0�58�� �O� fVo.�'i49 Pro�ect #��ar�ber If:yoti ��avo fK�i�eC! �� s�cu�s..fu4�9�-p�r#��ip�tE�i� an�f yQ�r f�a�e s��bcor�trarkEl�g a�dfnF.�gvpplior a��ori�,n�tivs t�� f#yout�r ���,Sr�4'�l��.��rElci�;�lioa� is E�ss��M�art.i�o G�ty'S 4fof����l�O�a. YCi1J. I�'1U5� G�fk1�7r2kQ tlil� f�l.[�'}.� ...: . : . _. .. � . - - E� tk�� k�iddar"s rnethod af compliar��� w[#h �he �u1�WB� g�sl is I�a�s�� ��on tlemo�s#ra#i�� of a "gaod faitit e�Fort"', �h� #�idcier v�i�J kra�r� ti�e b€�rc�et� of correctiy► and ac�ur�#el}r pre}�ar�r�g ancE submitt�ng the ct��urnerrtation rec��xired b�r the �if�r. �ornpliarrce wiEfn eacl� itar�, '1 thru B I�elow, �h�ll satisf�+ �#�� ��n� Fa�ith �ffort rec�ulr�rnent �bser�t �r�of of #ra��es�� inter�tl�na! ar�dJ�r knowing rn�sr�presertt2�#i�rt the fa�#s �r Entet�tian�l disct�inir��tinr� �� ��te bi�d�r. F:ai��G�e �o c�ir�pJrt�r:. ti,is fc�.rirr,.:�in Ets e����efy wFth.-:,up�nrtir�c� c��cstrrtt�ntatior�,- ant�� r�:�+��v�rl�. �y I�h� Ma�nar�in� D.er�art.�7l�:iit on or���.�f�re �:OQ� ���.�m,:fiva .��� �'ify �usiri�ss �#aYs: a�#�r� �id �o�����i�Yg;.ex�l�si�+.o aF. b.id opeF�;r�g-date� yulll resulk l�l �111� k�iC� belrlg con:.i�C��eetf ri�n�re5ponstve�to _f��� specifi�C�tiort�. _:� -_ .__ -�=� �.} Ple�s$ 3ist eac� and �v�F7r s��c�r�tracti�g andfor sup�OlEer o�portu�lt� ff�O t��� 1.1�T NAiU4�S AF IF f��41S1 uvh�ch uvill be �sad �n tF�� c�rr��letion oi tltl� pr�ject, re��rdless vf wh�ther it is to be pro►ricied by� a NIlV1r�E ox no�- S�IfVw��, ��lse actdl�for�a� s1��e�s, !f rr�cess�ry� Elat of: SUbcontractirr ��r#e�nikles Lls� of; Su��l��r Op��rtu�ifies � : 1�ffx�l�� � ,��s�C�� �,�� �,�r������'� -- � - ����� �o � �..� 4-�i �_��f� �� � �-� F� � �l � � � ��, ar�rae A7'F'A�ii�J��#T �� �age 2 �f $ �.} Did yos� abtairr a current 11st of MlWB� #irms �rorn t�e Ci#�s h�flWBE Of#iae7 ih� �Ist 1� con�id�r�d i� co�npllsncc�, if it I� nat mot� tl�an 3 mon�hs old fr�rrF t��e da�e �f bl� oper���g. ✓� Y�s �Na I�at� o! Llsting � � � � C !� �.} Did �ou soii�it bidS f�or� h1RIV�J$� f�rm5� withln ##7e subconkractlrrg andtor sup�l�er �r�as p��v�o�sl� Ilsted� at least ten caler�dar d�ys prinr to blr� a�errin� hy �rrai#, exa�us��+e of the �a�r #�r� �IrJ� are opetlsd? � 1�es I� yes, attach MIWBE maii li��ir�� to Ir�clutie name af fl�ire and addre�s an� a ated �hl� �opy of le[ter rn��fecl. 4.� Did you solf�it bis#s fror�r i4ilWB� f�r-rrt�, wi#F��r� tF�e s��car�#ra�tir�g andf�r s�rppiler area� �xrevio�siy Il�t�d, a� least te� a�l�r�dar d�ys �rinr tn b�� o�oanln� b� tele�hane, �xcl�slve �# t�re tfay #I�� bid� ar� apex�od7 �'"� Yea If yes, attacF� Il�t #� ir�cl�rde r+ame of f�+ll��� firm, a� rs�n aontatctod, �I�� p�ar�e rium�er ar�d afa#e and t�m� #� contact. '�`�O'f�;" A�.��csim���. tt�t� he����i��cf E� co�t'i � l uiath cfti�.�r ;��or_�; but.ma no.t�:kse �s��'.�ror.iao#h: .if: ����csi�rriic+.� ��..-. . . ._� . R�' . . Y .. - - ��:� use�, �:��tf�c�=�the f���c c�riff�rn�#iar�; �+�icl� .is . to�� ��ovicf� M�+NB� ���arn�. �cia#��:��#.�rri�� fa�c .���L�iin�aer a�ntl � � _ - - -. � -- _ i . _ I dO�U1]7C'iT�rtl�[�J�.�fc�]{{3[�. ' _ __ . . .-- _ ' ' ' .-- . - � :. - , . . _ . .. :.. �� r..-., N{)3'C,� ��� ��.�iC li�t.csf-�u9r'�13� fs�.tc�r�:or less,-�iE��e E�iclr�e� mus# cnnf���.f�sa e���#�re li���.to, I�e in coin�li�nc��wiii� �q�te�ti��is 3�iid��d- .�E ��. 5[C��I I$Q=p� MNUB� .19 11?Or[7'.("}}r�3I ���lr tl�e �idc2er n�u�t,.co�t�ci�_at �,I���t iv��-t}tiir�s�_uf. �f��.�ist#a�r€��ot f��s �iian`i�,i:�to;i�� i�ei c��iN�J3at�ce_v�+it�ti'���ues�io�s:3.a���l �-_�. �-..�'4ti�::_'-:: �=-�_-� .�-�=�:�, -_ - ----� � � � ' � �.� �i�f �rou pravl�e pl�e�s ar�c� s�s�ifications t� �Ooter�tl�f I�l1NB�s or �nfiorrrrat�or� regar�ing th� ��catlon nf plar�� arrr� spe�ificatlons In or�er to ���i�t the MNVB��7 �" �Yes �!a B.} ff 144lWB� bids wera r�ceived and reje�#ed� you must: ��j ��st �he Ml�N�� firms and the reasor�(sj for r�jectio� (�.e., q�,�#a#i�n no# c4mm�rcially reasanabt�, �ualiflaatiorrs, et�.} and ��� Attach affidavit and�or �o�urnar��a��or� to supp�rt the raason�sj Ijs�ed bolow �I.e., i�tters, r�orn�s, blc�s, torephone calls, meetings, �tc.� f��$eso rrsa addf�i�r�u1 sheetstflnaceasarY, �rnd ah'�efr.} �omparr�r �Ja�ne 7ele�hono ` � Cor�tact P�rsorr -- : �c��$ nf Wark �e�son for �te}e�f�on �� � #' � 1 i � - - — - — -- �• - I � � - --- y— — -- - -��-- - �..�� T — - - �� ; ��nN�r�or���. r�t�o��r�rror�: RBV, �!�l98 A�'TA�H4��NT �G Page 3 0!` 3 PE�as� �rnvlci� �dcffEianal inf�rmati�r� ynu �e�l w}II fu�ther explaln �nur ��acl �nt! h�nest ef�orts to abta��r V��4V�� p�rticlpakian vn th�s �roject. Ti�e �i�der further agrees t� provfds, cf�re�tl� ta #h� �it�r �tpon re�uestk cornpfet� ar�d accurat� �r�forrr�a�io�n re�ardi�� �c��al v�rork p�rfor�nec{ an #his ��n#ra�t, the pa�rrr�ent #h�reof ar�d art�r pr��osed cha��es to �Me origina� arra�geme�ts submitted wi#h thls bit�. TMe bl��ter also ag�ee� �o allow an a�dit and�or exarrtlnat�or� of an� b�ok�, reco�ds and #I�es F��Nd by th��r �om}��ny #I�at �rill s�a���ar�tia#e tfne a�t�a# u�o�'k p�rfort�ned or� ��i� contrac�, b�y �r� ��thori�ed affic�r or err�pfo��� o# ��t� �it�. Any in�eatitional a�dlor �Cnowf�n� misrepreser�tati�n o# #'ac#s �nr�l� be g�rour�ds ��r ��rrnfna�ing the �on#ra�t or �eba��me�# from �1ty wor�C for a}��riotf of �nat less th�r� Ei�rae {�} ��ars ar��! �or Ini�ka�ing a�#ion und�r ��d�r�l, St�#� or l.ocaf laws �or��ern�ng fal�� statements. An�r �fiur� #o comp��r wit� �i�is ordin�n�e ��d �re�,t�s at r�a�erl�� b�aa�� of cbr��rac� rr3a�r re�u�t ln a de��rrr�inatio�n o� a�n i�respons�ble oi#eror a�id barred f�-�m partic�patit�g in �Cty wor�C for ��eriod o� t�rr�e r�o� tess t#�an on� {'i) �rear. Tlie unders��r�ed cer#ifles that th� ��forrn�ti�n pr�rrCded ai�d tJ�� IUxlWB�(s� Iis�ed was{were confa�fed in gaod �ai�h�. �# �s unders#oad #hat any �11�'WBL��s} M�stec[ in l��tach�me��t '1� �vili E�� co��tacted and �he reasons �or not usi��g th�m v�rPll �e verified E�y the �i�y'� M{WB� �#�c � + ��r �i �Y �.-���� �f.-� � a � �.Y �`� ��'m��$ � r� - -A�xtkr r�c! �Igna�t�re Printed Sign�ture ��1 �•5 41 1G ,5 ��..+ ��'" ' • � Titfe - �antacE l�am� and Tlt�e �i� dlf��r�rrf) �_�,.�'�� � �� � �S� �,.�c�t-1; �����1c • � � � � � �-� � ' i x �[ �, �ompa�ry Narr�e - - . Tel�phona i�umb�r�s� ` �. D. ��� � ���� - { �' M �l� � �� - � � � x � �aa���� F�� r������ ��r � t ���� ���-� �Y�� � �� � �� .� � � n � c�ryrs�at��-r+� - . - ��t� Rev. s�z+99 �A�tT C � �E��uRAi TAHLE �F CON'�ENT5 N4V"E�SB�R, �� ��87 C1-1 C1-�.� ��.-� . � �i-�.� c���,. � ��-�.5 ���� i � �1"�.� G1-i.� G1-�.. � C7.-�. i� ���1.I1 ��-1.1� C�.�-1.1� C�.�X.l� C�-Y.1� �1-1,1�6 ��-i.�� �1-I. �8 �1�7.. �9 1.1"� r L � Cl.-3.. �1 C�-�.�� C1-1.�� C1��.�� �1�1.�5 Cl.�-�..26 C�.-- �. . �7 ��--�.. 28 C3.--�,. �$ ��l�i �V ��y�5 i �� �1-1i 74 �ABL� D�' �ONT���S D����iITI�N� D�fin��.ian of Ter�s �ant���� �o�u�ent� Noti�e to B�idders �rop�sa7. 8fdder G�l]��8�, �Q�l��t,�Ofi� Speciat �or�c�itior�s Spec�fic�t�.oas Sor�d C�n�ract P3aas C��y ��ty �aunci�. I�ay�or Ci��► M��tag�� Cit� Attorr��y ��r����� �� �,��i�� w���� Dire��or, ��t�r W�ter Deg�rt�ent Eaqi�ee�' �ontrac�or ��re�.fes . �he S�ork �r Pro�ec� Wo �' ki ng D�y ���en�ar Day Leg�l �o�,ida�r A�k�r�v�ati�ns Char�ge Or�er P�'v�d ���eet� an� rA11�ys L�r�p��r�d �tre�te �n� A7.���� Cit�► �tr��t� �tOadW�j► GraVe� �tr@�'� C�-� I�'FERPI��AT�ON �F YRO�O�A3� C�-� .1 �ro�osa� Fo�rra ��-�.� It��erpre�a��or� ����.3 �x�►ir���ia❑ of � a�d Si�e AND P��A�AT��N o� p��r��i�i�� Cont�r�►ct �1�cum��t� ��-�.4 Subm�.��ing of �ropos�xl C�--� . � ���ectt or� o� Psop����� ���-�. � 8t� ��c�trity �1) CD�#��TI�NS C1-�1 �1-1 � Y-� �1-1 C1�� �1-� C].�-1 C].�-� C�-�. C�.-�. �1��. �1�1 ��-1 Cl-�� CY-1 C1�� c��� ��-1 �1-� �1-1 C1�-� C�-i ��# 1 C��L �1�-� Cl-1 �1�1 C1�1 C��l � �`� C1-1 CY-1 {1? ��} ��� ��} (�} ��} i2) i2) �2� (�} �3� (�1 f3} (3) �3) i�� c�� {91 �� � �4) f4} L4) (4) � 4� ) �41 (�) �61 �6k �fi}i � � f ��} {�� C�-3 � ]. i ��-� [�l C�-� (�} C��� �3} C2=2 �3� C�-2 �3} C�-�.7 ��-�.S C2-2.� C2��.1� ��-�.11 C�-��.�� �C3-3 ��=3.1 C3-3.� C3-�3. 3 �3-3.4 C3�3.� C3--3. G C�-�.7 �3-3.� ��-3.� ��-'�.�0 C��3. ��. �3�3.12 C3-3.13 C3-3.].� C��3.1.� �a���e�y of �ropvsa� �ft���aw�ng Propas�l� T���graphic �odif€�at�on of P�oposa�s P��1�� Op�n�n� o� Pr�pos�l �rac�g�t�a�r �rap�sa�s D�sc�t��I��icatio� �� ���t���c� AwARD Ai�D �?[��LTT��N 0� �O�Ul�NTS �onsider��ior� ��' �roposal� r��r��rity �usir��s� Er�ter�ise f��men-Owr�ed B�,sine�� Ent�rp�r��e c�r�plian�e �t�va3 Emp].o�rra��� Pr��risior�s f�ithdrawal of Pro�o�al� Award �€ ��n�r�,et Retu���t �f Prv�osal S�c�tr�.�f�s Hand� Ex��utfon o� �ant�a�t F�t��t�'e �o Ex��u�e �or�trac� B�gf �n�r�g Work �rt�u��n�e Cor����c�or' � Ob��c���ioris �Teel�ly P��'�a�l C�ntractor' � �c�n�r�c� Adra�r►istra�ior� Venue C�-� SC�FE ��' W�RIC C�4-4. �. Ir�te�t of Contract B�c�rnents C+4-4.� �p�cia3 Pro�isi�ns �4�-�.� Ir,c�eased or riecr���ec3 Q�a�t��.�e� c4-4.� A������i�n o# �ontra�� Ao�urn���a �►�-� . 5 �xt�c� Y�ark �4�4.f� �ci�ec�ule af Operat�on$ C�--� .7 �rog��ss S�l��duie� far w�t�r a�,d Set��x' �Y�r�� Facil�t�e� CS�� �pNTROL 0�' �O��C AN� i�l.i�'���t�A,LS ��-��.�, �uthority a� Er�g�r�eer ���-5, � Conform�t�' tvi�h ��,ans C�5-�.3 �oordiaation o� �ont�ac� 1]o�ume€x�g �5-��.4 �oopera��an of ��ntr�etor �5�5.5 �me�c�en�y a�td/or Rac�ificat��r� ���ck ��-� . 6 �ie�.d Of � i�� �5�'�.7 �n�6truc�i�r� S�ak�� C��-S . B �A�thority ar�� ��tiea o� ��spect�rs ����. � �r�spec�,�a3� c5=�,1� �t�rn�val o� �e��ct�ve �r�d Una��h��i�ed �5-5.�� �ubsti�ut� Matet�a�� or Egu�p��r�� �5�5.3.� �amp��� ar�d Te��,� o� �a�erials ���5.�� Storage o� Materials C5-�5.i4 E�ti�ti�r�g 6����t��'es an� U��li�#.es �5��.15 Z��er��xp���ri �� �erv�l�e ��-�.�G Mutu�� Respoasib�l�.�� o� Contra�ta�s ���5.�7 C1e�nug C��5,18 Fina1 In�pec�.ian ��-� ��} C7-� �4l ��-2 �d� �2--� i4} ��-� {4� ��-� (5? �3-� (1 � C3-3 C�-3 �3-� C3�� C3�3 C3-3 C��� �3-� �34� C�;3 ���3 C3�3 ��-3 �3-'� f�� (�] L2? i2i {2� (�� (4) i �a } (�? �+S? {7} [7} {7i �B) �4�4 ���� C4-4 ��-�� �4W4 C4�4 i� ) ��� #�� {�� [21 ( �J � �A�-� ( 41 �5�� ��5-a �5-� ���5 C��S �5-� �5-5 �5-�5 Ca-� 5 �Work C5-5 �5-5 �5-5 �5�-5 C5-5 C�-5 GS�� CS�� C5-�5 (�} �i} ��1 (�1 {3} {3� �3? �41 f�1 (5� ��1 f61 �6} �7l �7) f9} f�) i9} � f '9 � �6�6 ���6.� C��6,� C�-G.3 C�-6.4 �G-6.� �G��.� �6-Cs.?' ��-�.9 C�-b.9 ��-�.1� �G-��.�1 ���6.T� C�-�6.3.3 C6�6.].� �6-6.�� ��-�6. �.� C�--S»Y� �5-�i.�.� C�-6.1� �$-��.20 C6��.�� C7--7 �7�7.1 ��'�7. 2 �7��,3 �7�7.4 �7�7.5 �7-7.6 ����i� �7-?.� ��-7.4 C7--7,10 �7=7.11 �7�7.12 C7-7.1� C7-7.�4 C7�-7.�� �7--7. �� �7�7,1� �9-9 CB�-8}� C8--8.2 ���AL ��LA�I�N� �ND P�S�iC 1�ES���S��ILST� L�ws �� �e Dbe�r��d Permits an� Li�ense� Pa�.ented D��vicesf Ma�er���s a�d Proc�ss�s Saz�f�a���► ��ov�s,�or�s ��xia�ic �a��ty a�d C�t�v�n�en�e �r�vil�g�s of ��ntract�r ir� ���eee�s, Alle�s��, and ��ght-���#���► �" {_ .- Rai��ra]� C�os�ing� Barrx�ade�, Warnirigs ar��l �at�hmer� C]s� af �xp3.o� �ve�, ��op Wefg�i� � etc . Wo�rl� �ith�r� E�semer�ts Iadepettdet�t �ont���tor �ontr���or's 8esponsibility fo� Da��ge �1�irns �on�r�c�,�r' s C�airn �ar I�a�aqes A3 j�t�tr�e�x� o� Re�ocat�or� �f �ub�i� Utili�ie�� et�. �eu�por�x��+ ��wer Drain Ccnaec��ion� Arrar��emer�� a�d �harges �� i4ate� Furr�ishe� h� �i.�]r us� o� a� S�c�io� o� P��t�.on af ��ie W��k Contrac�oz's l��s�onsi�i�,it� foz Wo�3� �o Waiver �� L�g��. itigk�t� �ersvr��,] Liab�lit� of �ul��fc �ff���a�� Stat� S�3e� Ta� �'R�SECU�TO� ,At�l� �RbGRE�S Su�].e��,in� A�a�g�me�t o� �ontra�t �►rasecu�,io�n o� �.he �orl� �imi�a�io�xs o� �perations �har����� o� Workrnan and �quiprnent Worit 5�hedt�l� T�t�►� of Camm�ncem�txt ar�d �omgletiort E�t�z��ion of �zme ai� Camp�e�f�n ���.ay� Tirne o£ �om�letior� Susp�t��ion b� Cour� Ort�er "���po�a�cy Su�p�r�sio� T�rmiaat��n �o� �or�tra�t �u� �a Natiaaa� E�e�'genc�► �t��pe�r��f�a o� Abandonraer,t �f t�� wc�rl� ar,d Ann��,me�t o� C�ntr�ct Ful��llm�nt o� �o���tact �`ermi.nation fo� �onv�r��er�ce a� the Onw�r �af��� �Setho�s �,r�d Pra���.�es i�A�UR�t�3EPiT A�D PAYME�Jx �iea�ur�n�n� o� Qesar��i���� Unit P�xce� CG�6 C6-6 C�-� �b-5 ��-� [�1 �1� ��) {�1 �21 C6�� i 3 � Cb-G ( 4 } CG�6 {4� C�--fs { 5 ) ���� {b1 C6--� { 81 C��G {�1 �b-5 [101 �6�-G ( IO � C6�6 (��) Cb-� {�1� C�-� ���) ���� ��1� ��-6 f��} C6-5 (1�� C6�5 (1�} ��� 7 �7-�7 C7 �-7 �7�-7 �7�-7 �7-7 C7�-7 �7-�'7 C7�7 C7-7 �7-7 �7�'7 (1l ��� ��1 ��} (2} f3� ��) �4l (4) �5l {�� (6) C7=7 ( 7 � �7-�7 # 7 } C7�7 (�� C7-7 �10} �7-7 {13} C��9 {�) C�-� � f �. � (3} C9�8.3 �B�B.� �8�8.5 C�-8.G �8�8.7 �8-�.B C8-�.� C8-�.�0 C�-8.11 �$-9. ].� �8-9.�� Lu�p �urn Scoge �f �a}+at�nt Partia� ����.�a��s �r�d R�taina�e 'Wit���lti�.�g ��ymertt F�,na� Acc���.�nc� F� n�l �ayt��nt Adquac� �� Desigrx �enera�, �uar�rtt�►. .�... _. . �ubsi�iary VTork Aii.�c�1L�n�ou� �l.acem�n� R��a�r� Do�umer��s of �f�terial �8 -� G9-� C9-8 ��-B �8 -� �� -& C8 -8 G8-� C�--� CB-8 �B-�� {1} (11 �� � �31 [3) i3) {4} L+S] LSi i5� f51 ��� +*i!�!.s� �i* . ` i . . 1. App�i�ai�le design artc� de�ai�s shalY �onfor� to "��r�era� Cor�tract Y}�cument� and S��c�f#,����.on� ���c Wat�z �epa��m�r�t �ro�ects" (���� ef��ctiv� �u�,� �� 1978, uith t�e �at�st ���r �ior�s. �. All h��i�o�tal bloc]cir�gR a�adl� h�,�ckina�, �nd v�rti�al ti��dowt� blo�kit�g �0 1�+a ir� accord�n�� w�th �'ic�. {s) 9, 1�, ar�d 11 v� �he GCD. 3. �ire hydrar�ts shall be ],o��te�l a mi.n�mr� ot ��_q" b�hi��l tk�� fac� of curb p�r Fig. � 6�D. �. Ail ga�e va�.v� ir��tallatior�� �or ���es up ta ].z'F ar� �0 1�� p�r Fic�. ��CD ar�d sizes i�" and �2�rg�� �`ig, 4���. 5. �he proposed �ra�er and�ar �ewe� mairxs a� �imes wi�� b� la�id �lose to othex� �x3.�ti.n� uti�iti�� a�c� str�ctu��a bot� abvve a�d la�low th� c�rour�d� 'I`�e �ont�actor sha�l m�}[e �tec�ss2�r� px�a�►�si�ris for the suppo�� and p�otectian of �11 u�.il�t�} ��l�s� ��na�s, tr�ees, shr�bs ga� ma�nsf teleph�x�e �ab1�s, ��k��.es, drai.r�ag� pipes� u��.l��y servi�es� a�r�d a17. oth�r utili��e� �nd s��u�tuxes bath a}�av� �nd bc��o+w the q�a��d during �orts�ru�tio�. �� is the co�tractar�� �es�o�sib�.l�,t� no�ify ��1 ut��ity c�wn�r� pri�r to any �on�truct�on �h th� area ar�� ver�£�' the ac�ual locat�,on a� a],1 bu�ied uk�].�t�ea tha� m��► �r m�y ttot be �ho�rn or� �.he pians , �ha �ar�tra���r sha13� �xreserv� ar,d p�ot��t a11 ur�d�rgr�und and �verh�ad �"[� �� �a�i�i�ie� �nd be ����or�sib].� �or �r�� dam�qe he ma�r ��►t�s� to t�e�. T�e �or��ra�to� sha�,�, �ori�a�� fi�he fa�3ow�r�g � X��s� 48 hau�cs p�rio� to e�c�a�ra�ing �t �ac� loaati�n: Fort woxth +�ater D�partmen� Lar�e ��ar G�� �omp�r��► '�'e�[as �l�i.�i�� 3e�vics Cox�pat�y Sotx�hw��te�n 8�Y1 ��lephon� �ampany wes��rr� �J�i��n C�ble Di�isi�l� Sammon� ��b1� '�'.V. 871-�1�G I�e��o (��4� �63�344� �3b-�3�8 �n�erp��se 980� (2�4) ��9-��3� 737-473�, 6. �or�t�a�t�r -sY�al.l �e����► tt�e e�eva�.i�v�t �ar���.gura��or�, and angul��ior� �f exis��.nc� �ir�� �rior �o cor,�trt�c�ior� of t��-i.�t materia�s. S�oh ve�eif���tian s�xa�.1 b� �or��id�red a� s�h�idiary �ost o� ��� je�t and r,o �dditi�r�a7, comp�ns�,t�ort wil7, be allaw�d. �].err�t�o� ad�us�ments �� ca�r���t3,or�� n�a� be ma��e ►�i��x ��nd�� offse�s� or oir�t d��I����ons. Akl nonstandard b�nds sh��� be �ade usi�c� �he ��,o�es� s�anda�d �f.,7. f�t���gs t�ith the rec�ui��d �oint deflectior��, (de€1e��iari� r�o� to �x��ed manu�act�r�r's ���om�n�nded de�]e�t�an �e� �oir�t� � 7. �ont�ractor sha1� keep at �east an� lat�e o� traffi� oper� a� a�l t�m�s d�tr�ir�g cor�struct�on ar�d ac���s �o all places o� lar�sirt�s� �,r�d res�.dencc� ,�t� �11 times. {re�erence CG�G.S G��� 8. ?�o ��ccavated mater�als� b�c�C��,ll mat��ia].st �qu�,�mer�t, ar supplies sh�1� k� star�d wi�hir� �loodways ��r �ra�r�age ease��n�s. {re��r�r�ce c6�-�.6 �C�� 9. Tretsches whf�h l��r ou�s�d� exis��ng o� �utur� pa��r�m�r�ts sh�l.i b� l����[��,�.�,ad �b�^v� the top of �he embed�a�r�t �+i�h ';'ype ,��� bac�cf�ll m��e��i��,. Wher► Ty�e '���� �ac�cfill m��e�'ia]. �s ��t, suitable# at ��e d�,r��t�on o� the E�gir���rr 'i�pe "g�, mat�ria�� s�al� b� used. A1� b��l��ill na��er�.al sha�l be �o�np�c�ed to a mir�imum of �Q� ��oc�or der�sit�r k��r �eans of �amping or�1�. T�enches whi�l� crass u�de� ex�st�r�g or fut��a p��v�men�, sha�l b� ba�1�����e� p�r F�.g. "A� with 9�� p�o��o� dens�.�y b� �ett�.r�g{ �a�mping, or a c�mb��e�t,ior� o# s�ch m�thads. 1�.Rim e�er���.inn� �� the prap�s�d aanit�r� ��t,���r manho��� in rep�►�r�d street�� ar� �h�wr� a� #i�n,�l ��r���k�ec� grades it� tt�ese ��ans. �.'he� sh�ll be canstx'���ed �0 15'# b�lo� fin�� t�rt�s��d gr�►ci� k��► ut�],xt� ��n�rac�or ar�d �d�u�t��ci b�► pav�ng �vn�r��tox� it� acc�rdance w�t� i'ig. �i of �rie ��e�i�� �an�ract d�c�s�aez�t�. �a�hole ir�s�rts ax�d concret� a�llars shall b� �nst��l.ed wbere ir�dic�.ted ott tYi� glarts per E-1Q�-4 �x�d F�g. 1�� o� the s�eci�l �ontrac� docu�ent� respe����►el�. ��andar�i � f�ttr f�o� c�ia�et�r max�hal.es shal� be ir� a���ord�nce �ri�h se��i�n ��A, �ig. ��� anct F�g. ��4 �C�� �tand�rd �aur ��o� c�rop acce�s �a�nk�oles p�r Fig, 1�7 ���� ��nd �k�a]�1ow �anholes per F�g. iQfi �CD. �,�.The �op o� ��e w'�t�r �ir��s �t�a�ll be a tn�nimt�m of �,_6„ b�low the to of �i�e �urb far 1�" and smalX�r mafns except w3�e�e oth�rw�se �l��wr� or� �hese plarzs . �� . All wat�r mete�s ��a11 b� pla�ec� ar re�o�a�ed �' Tp„ ��3�ir�d �3�e �ac� �� the p��pos�d c�x'b o� t�s t�,i�e�c�ed �y the �ng��ee� . �3.A�� e�ci�t�r�� wat�r servic�� ��a�l �e r�pl�ced wi�h �" t���imum �o�,pe� �ubir�g ur,Ies� � l��g��' s��e i.� �ndf�a��d o� the p�a�s. �orpar��.ion s#.o�s sha�� �e �ul��► aper�ed �ra��r to tre�,c� b�,�kfil]., ��rb st��� �€��h Y��k �ings st�a�,l be tes�ed f�r iull �low w�,er� tlxe s�$tem is pr�ssu�e tested. ��cter�d �"r wate� eerv.i�es �o t}�ose �ots whe�e r�o w��er ser�►���s ha�e �een ex�er��ed �o. Locate the�� s�rvic�� at r�o�mal ]oca�ians or as �irect�d by �.h� �ngin�er. �.Th� n�x'ma� �.o���fo� o# wa�ex ���vice lir��s shz��l be 5� a��t �r north of the ��r���r o� �he grop�r�y fr�ntage. h.�o� 40� o� �e�s lo� fr��tta��r a�� wat�r servicea sh�ll be p��,ced ��'� from �ha east �� souti� pro���t�► lir�e. �Ak�T C � ��IV�RAL ��A�DYTTAN5 �1-1 D��`�NIT�03�5 �E�T��i� ��-1 D��`I�?��'���5, ��-l.l ��FINITI O�i� QF TEf��fS t �l�et��v�r �r� �lxe�e �ont��c� D��r��nts the fo�.].vwir,q te�rms or pxo��u�xs ir, p��ce of them a�c� used� tk�� �nter�� ��d �ae�rtir�g s�a�lY �e ur�derstood �nd ir����gr���� a� �01�.o�rs: ��-�.. ��O�fil�]4Cfi DD�UA�E�TS: Th� ��ntract Do�umerits a�� �11 of tk�e wri��en an� draw� do�um�nta, such as specif��a�f or�s, bo�ds, �tlde�da � pl�r�a, �t�. , �.rhi�h ��ve�n t�e ���'ms anc7 per�o�m�n�e of �he cor��raat„ The�� are cnntair�ed �� tl�� �ene�a� �ontra�� �a�um�ntr� �t�d �he Spec�al �o�ntra�� Uaawner��s. a, �EN�RA.L �Di�TR1��T DOCUM����: The �en��a�� �or�#.r�c� �ac�ment� g�rre�cr� all ��t�r D��a��rnent P�a��c�s �tr��3 in��ud� ��,e �o�lo�ring i��ms: �ART A - I��`IC� �� 9�DDERS {Sa�np�s) P#RT 8 � PR0��51�i�, { �aragl e ) FAR�` C � �E�T�1�L �p�IDI�ION'S ���'Y'Y) {Dev���p�r) FART � - B�EC�A,L ��ND��'�ON� PART E � &�E�IF�CA�`i0l�S �e��z�sl�����t��s PA�.R'�` F - SONDS { Samp� � ? �ART � - �OiV�RA�'� {�a�pl�� W��.te Wr� i t� ����r� Yellow �r o�tr� �reen E�-Wh�.te ��-��x��� �oa ���-�v� � t� B�u� �t�ite �hi�� b. S���YA� �0�#TRA�� �O�UMENT�: T3�e Sp��ial �on�ra�t bo�tuaae�t� �r� p�����e� far e��t� �p�����c pro je�t a�s � �upg�emer�� �o �h� �e�n��ra�l �a�atr��� Docum�x�t� �nd �.nclude �h� fa��o�i�g item�: P�1RT A -- NpT��E '�0 ���D�RS a k�c��►e �AR'1` $ - PRO�OSA� (�id) �AR�" C - �ENEl� �ON��TiOt�S PAI�'1' D - �PECIA�, �O3��ITIO�T6 �ART E = BPECIFI�ATIDi�S �E1�MITS�E�S��iE�TS PART F - S��ID� PART � � ���'�RACT {A�ve�tf sem�rtt 1 6ame �s PART H � PI�A�� {�T�u���y bour�d ��para�e�.�� c1�-� c �k � � C1-�.� �O���E T� 9�DD�R�: A�1 0� ��� 1���� publi����a�s ex��er aat�all� p�blished �n g��lf� adve�tisin� m�d���s o� furn��h�d dir�ct to inter�s��� p��ti�� ���taini�g �o the work c�nte�gl�t�d u�d�� ��e �o�tra�t Doc�ments con�titutes t�e n��ice �o bidders. C1-�.4 PROPO�AL� The �o���eted �ritten �nd ��gn�� ��f�� or t�n��r of a�idde� �o ��r�orm the w�rk wh�ch the Own�r desire� ta �a�e da�e� �o�e�h�� with th� bid �ecu����, c��s��t��es th� �rop�sal, w�i�h ���om�� bi�di�g upo� the Sidd�r w�en it �s ��ff�x���� recefv�d �� ��� �wa�r� has �ee� publ�cl� �����d a�d r��d ��d �o� �e�e�te� b� ��e O�r���. ����.5 �IDD�R: A�� per�on, g�r�v��, �i��, partn���h�p. co�pa��, �sso�i�ti��� �o�po��tion� a�ting �fr��tly �r t�ro��� a �u�y authariz�� repre�e�tative# �ubrnitt��q � p�oFasal �o� �erfo�m��g �he wor� �����rn��a��� �n��r �h� C�n�rac� Do��m�nt�, �on�titut�s a bid�er. �l�l.� ��NERA� �D�DIT�ONS: ��e �e���a� Cond���o�s a�e the usuai c�n��ruc��ori a�d con�ra�� ��qu�r��e��s w��c� g a�ezn �he per�arm���� of t�e �o�k �o �ha� �� wf�� be carried on i� acco�dan�� ���� �h� c�s�om��� p�oc�����, t�e lo��� �ta�ut�s, and ���uirem�nts of th� �it� o� Fart �a�t�rs �hart�� and pr�mu�ga��d a�di�a�cea. �h�r�ver Con����o�� �rec�den�e th�r� may b� a�o�flict be�ween th� Gene�al ��d Spe�ia� �ondi��a�sf th� �at��r sh��l ��ke a�d sha�� �qv���, . ��-�,7 �PEC�AL �O�D���O�S: Sp���a� condxtions ar� the sp�ci��� requ��em���� �h�c� a�� ��c��sary �or �h� p�rt�cu�ar ��oj�c� co��red �y the �ont�act Docume��s aad �ot �p�ci���a��� �a�er�d in th� ����ra� �andi��ons, ��e� co�si��r�d w�t� t�� �ene��� ��ndi�ion� an� ot�er e�ernen�s af th� �oa��ac� D�c�m�a�� �he� pro���e ��e i�€or�a�ia� wh��h t�� ��ntra��o� a�d p���r s�oul� h�ve �n o�der �o g��� � t�orougri kno���dqe �f t�e p��j�ct. �1-�.B SP���FICA����3: �h� 5��ci�icatio�s is th�t �e�t�an ar part o�e Con�ra�� Doc�me��s which get� fo�t� �� ��t�il the r�q�i�em���s �hich m�st �e ��t by a11 ��te�i���, �o�st�u��ian, �o��rnan�h�p. equipmen� an� ��rvi�es �n o�d�r ta ��nder � �o�p����d an� usefu� project. �h��eve� �ef�����e �s m�de to �tar��lard sge�i��icati,or�s, reg�tYa�iot��, require��r�ts f st���ate�, etc. , s��h re�er�e8 �o dncumer�t9 �h��l b��orn� � p�rt o� t�t�� Contra�t Da�ument� jt�s� as t�ough ��,ey �rere �mbod��d �h�rein. C1-]„ 9�O�ril: The �o�,d or b�nd� a�e �k�� w�i�ter� guaran�e� o�c secux�it�r'�'�i�cnfsh�d by the G�n��actar f�r �}te pro�p� ��� ��-� ��1 fai���ul p��fo��a��e of �he c���r�c� an� i�clude the fol�owxng: �. P�rfo�man�� 8o�c� b . Pa�en� B�nd ( � e� c. t►�in�.�r�ar��� 8a�� d. Prop�sa�. o� 83.d to ��d���r�, Par� �se� p���grap� ���3.7� paragraph �3�3.7� (��e p�r�gi�aph C���.7� S���tr�ty� �a�e 5peci�l �an�txuc�iar�s �i and ��-�.�� ��--� . 1� ���i"��tA�'£s The Coatr�c� �.� �he �ox'�2�1 sfgr��d agreea�ent ��e�n the Ovrn�� an� the �otttrac�o�r �o�►es�ng tt�e rnu�ual un�������tdi�tg o� ��e t�o c�ntr���.��g p�r��es about the pr���ct to be c�mg�et�d under the C��n�rac� Dac�ta�e��,� . �1-1.1� PLA�TS4 The pl�r�� a�e t�e d�awins�� o� repro�ucti�ns ��t�r���omim�� by the Oe�rner'� r�g�e�e�►�ative �howitxg �n ��ta�.l. the 1o�ati�r�� �I�m�nsior� ax�d posi��.or� o� �he �r�riou� e��r��r��s �� ��,� �roje��, i�c�udir�g �uch p�o�i�eg� t�p3�caL �r�ss-sec�ion�, �a�rout diac�ram�, w�rk3ng drawings# pr�li�air�ar�r dr�wingg ars�� suc� �ugplemer���l dra�in�6 �s tt►� �wne� a��� issu� to �l���fy o�t�e� d�r�wfnga cr f�r the p�trpo�sa o� �ho�ti�g �h�ng�s �.r� the w�r�c t�e�ee�n��ter auth�r,i�e� 6� �k�� Ovr�e�r. ��e p].at�� ar� us��].�,y bound �ega�ra��ly �rom othe� gar�s o� t1�� ��ntrac� Dt�cuxnents � �u� th��* ��re � ��►�� �f th� �oa�ra�t bocuzn�r��� j�st ��s �h�ugh �h�y v�rer� �nun� th�re�.r►. � C�-� , �.� C��7�: '��� C�.t�► o� �a�t �orth � T��t��, � ��tr�i����7, �o�rporatia�� a�thori�ed and �har�e�ed und�r t�e Texas 5tate� ��atutes � a�t�r�g by and throt�gl� i�� gov��rr�,ir�g bod� or its �f�� �sang��� ea�h o� w�ich i.s regu�rec3 by char�ear �� p�ac�orm �pe�ifi� du�.i��. �tesp�n�fbflity far ��ns7. er�foa�cemer�t o� ���tracts �nvvS.rrin� the C3.��► o� Fart �o�c�h ts b� Ch��ter v�sted �r� �h� �i��r M�r�ac�er. The �e�ms C�l�y �nd �wne� ar� s y rt o s�ym�u� . C1�J.. �.3 ���Y C��N�zL; �i�e du,�y e��c�ed and q�a�,ifiec� ga�►�rning b�d� of �,he �ity af For� �vr�h, T�xa�. C].-�..1� M�i��R: Th� offi�i��1y e].e�ted Ma�or, o� it� hi� �hsen�e{ trie �iayor �ra tem �f �t�� �ity' of Fort Wo�tY�� T��t�s. C�-Z.�� CITY MANA�ER: �h� of�i�ia��y a�xpointed a�xd �uthoria�d ��t� �fa�aq��r o� �he ��t�► o� Fo�� �Par�it{ Te�tas, c�s t�i� duly �uthor�xed repr�s�r��a�ive. ���-1. �.6 C��"�C ����R�r�Y: �t�e offi�ially eppoi�te� Cit� A�to�r��y o���ie �ity o� �ort �orth. Tex�s, or �is du1�* �t�ti�ori.z�� �epresent�t�v�. G�-1 �31 �1��.17 �������� �� ��HL�� W�R�Ss T�e 8��� �ppo�n��d affi��al �f th� �i�� �f F�rt �orti�, x�f e�r�'�d t� i� th� C�ar�ex' as �.h� �ity �r�gi�e��, or �is dul.� auth�ri��d repr���n�ative. �1-1.�0 LI1��+LiLJ�r L1Ai R�iL11 �f�1'J��1�L�1: Di�rec��r of t e�it� W�t�� �ep��'�m�r�t of �o�ctt�, ��x2�s f o� l�is d�ti� authori���� ��sis��t�tr or agents. '�.`i3e �Il�]r �Tt�POf t�ted th�e �i�y o� P'or� re�3�eSe�xtativ�, C1-�.39 �N�II���R: Ti�e �ire�tor of Pub�ic Work�f th� Dire�t�r o� �he Fort �or�l� Cf ty �a��� bepartm�a�, or t����c d��� ��th�rized �,���.stants� ac��ntsr engir�e�rs, tn�p���or�, or supe�int�nd�nts, actxr►� �rit�ix� tk�e �cop� �� �l�e �arti�u�ar du�ie� ���arustec� to the�. CI-1.2U �Q�iT�tA��DR: T3�e p�r�o�nt persor�s{ partnershiPt c�mp�np� �irm, associati�nf or ��rporat�ott, �n��x��n� iato a can�r��t xri�h th� C1wr�er �or th� e���cut�ar� o� the wo�k, �ctinq di�rect�.y ar t�ra�gh a���y auth�r,ix�d re�re�en�at�ve. A sub��ort�r�et�r i� � p�rsan, f��rn� �orpo��tior�, �r ��?�ers under contract wi�k� th� prit�cipa� c�ntra�tar, s�gpZying ��b�r �n� ma���i�„�s o� �r�],�' �a�or, for w�r1c �tt tl�� s�te �� �Me gro�ec�, C].-��,.�1 �URETIE�� Ti�e �arporate hod�es whtch ar� bound �y �u�� bonrls are r�qra�,x�ed �va.�h ar�d ��r �lae �or�tractor. T3t�e �uret,i�� ��g�.ged �r� to �e �u��y �es�ox��ik�1e far tt�e ez��ir� ar�d �at�sf���ary ful�illmer�t of �he Con�ra�t an8 �a� ar�y ��d a�l r�qui.�em�z�ts �s �et �ort� ir� th� �ontx`act �oc��rent� and app�oved �hang�� �k�er�aln. C�-l. �� `�H� x+?OR�C �i� ��tOJ�CT: 'Fhe cor�g��t�d worl� �on��mgla�ed in an� catrered �y► the Contr$et Do�urn��xts, in��.udin� but n�t .�iaxf t�� to �h� �u�'r��shi�g of all la�arr m���ria�.s, taoYs, ��u�p��r�t� ar►d in�ic3e�tals t�ecessa�y to ���d�xce a cou�p�e�ed aac� servi�eah�e pro��at. . C1-1. �3 WD�tF���'� ��i�: A v,ro��Cing da�t is defin�� as ��ale�d�� d��t no� ir�clud��g ��tu�r��y�, sundays, ari� �ega� �o3��3aysr i�, wha.ch t�� �reatf�er or otk���c �ondit�or�s r,ot x�nde� the con��ro� af th� �on�a��cto� p�r��.t ��,e per�or�ar��e �� �he pr�r��ipa1 ur��t of �ro�k �o� a�a�r�od af �not ��a� tha�n �even (7) 4�oura ��tweer� �:�8 a.�n. arid �:�8 p.m., w��h exceptian� as perm�tted i� paragragh �7�7.�. �� �-]. .�4 CAL�N�AR �]A�Y,� � A calet�da� day i� �,r�y �ay of the we�k or a�or�th, na da�r� �e�,ng ex�ept�d. Cl-�.�� LE�P�L HOL�DA'�9: Legal ho].i�ays shal� be �bs�rv�d as prescribed by �h� �ity Co�ncil o� �h� �.i�y' o� Fat't �or�h for obse��rar��e b� C�.t�' e��lo�aes as fo�l�ws; � 1=Y � � ? _ , _ . . ., , � � i. �, 3. �. �. �. '] . 9. �. N�w Y�+�r' � Day �ar�uary � �i. I�. �Cing t�r. �t��#��a�* Tltf rd 1��n�a� i� ,7��uar� I+��orial Aa}� �ast� Manday in M�}► �nde�ren��r�ce ba�► • �ul� � ��bo� Uay' - �� • � -_ _ � � ,. � Fi�rs�' Mor�da� �n S�p��rn�er �han}csgivi�g Day Fourth Thursda�r ir� No�r�m��r '��anl�sgitrir,g Fr�day Fourth Fr���� �r� �ov�mber Chr�s�m�� Dz�� Decem��� �5 �uch ��.her days �ri ].ie� of � �xc�3.��ay� �s t�te C��� Cour,���, � a��y determine � wri�n one of �h� �bo�re named k�o�i�a�� nr � epe�ia� .h�iida� fs ��cl�re� by' tl�� ��t� �oun�i7.� €ai�� or� �at�rd��►� �.he k��li�a� si�a1]. b� observed on t�� pre�edi�c� Friday' �r i� i� ��11� or� �ur,day, it sha�l �e oba�rved on tY�� �o11ow�.nc� Mor�d�}► r b� �h�s� �m}��,oy��s workinq on �rarki�tg �ay op��a�ian�. �r�p].vyees working c�l��da� c�a� o�er���o�x� ��11 c�s�s�,der tk�e �a�end��c �'1���4��1� 8B �t'l� ��Yi�$4]�'. � - [�'�-�, �� �1$$��'',r���i����.�; ��LB�C��� ��� �k��x�Vl���Ol3� ����l1�� herei�n a�pear in �o�tract Doc�m�t��a,, �h� in�e�� an�l mea�ing �ha�l be �� �o���ws; . �. AAS�iT� - A�n�ricarx P�ssociat��rt af MGD -- M�ll�.otx �a��.�o�s Per ��ate Highway' '�rar��gortat�.o� D�y , ��f#c�a1� � . . A�C� � Atnericat� So�fet� af ���r�l �FS - C�bic Foa� p�r Engin �era 5ecor�� i�Aw � In A��o�rlance w�t�, A5TM -� Arn�ri��,r� �oc�.e��► o� �di�. - �iinimum Tes�ir�g i�ateria�� �l�x�o.- I�o�no���h�� AG�A - ]slmeri�an ��ter #r#o�k� 9 - P��'����um A�sac�ati�� �t � �ta��.e�s ASA - Am�r���n ��ar�3r�ard� As�oc�.�►tior� �.�, - �r�side �iarne�er $� ` �]FC�Y`�111�C lIl����tl�.$ �r�. � �ii�Sl�$ D3, �tt���er Asph. -� Ae�a�a�� Elev,- �levativz� Ave. = I�v►e�ue F - ���renri�it� . 8�vd. - �ou3,e�rard � C - Cer�tiqra�e �� - Ca�� �ror� Yn. - Tnch �L � Centea� L�r�e �t. � F��t �I - Ga�v�n,��eci Iron S�« - S���et Lir�. � Lin�a� a� Lin�a�. �]C -- �u�t� Yard ].b, -- �o�tr�3 Yd, � �[ard Ni�1 - Manhq�a �S7C = 8quare Yard �ir�x. � �4ax�r�e�m L. F. -- Linear l�o�� D.�. � Du��ile Iror� C�.-]. ( 5 } 3 ��-1.�7 CHA�G£ D�D��: A �C��n�e ����r� is � ��itt�n supp�eme���� agre�me�� b��wee� �he �wn�� �nd the �ont�ac��� ����ri�g som� add�d o� d�du�ted it�� or f�at��e ����h �ay be found fl e�e�sar� a�d w�f�h w�s not s�����ic��l� 3������� i� �he sc��� �f the pro�e�t on whi.ch ��ds w�r� ��bmi���d. �ncrease i.�n un�� quant�tfe�� �ta��d ir� th� propos�,l ar� rrot the su�j��� ma�ie� of ��hant�� ��der �tr�1��� tl�e in��e�se �r �,�crease is m�re ��ar� �5� of th� a�ro�nt of t�� p��r�i�uls� it��t �r it�ms 3.r� the o�xgir�al propa��1. AlY "�Y�ar�ge �rd�r�' shsll �e gr�gared by the �ity from �r�f�rm�t��rt �s �ecessary �ur�x�st��d �y the C�r�tra�tar. C���,�8 PAVED STREEfi� A�� ALLE�C�; A p�v�d s��e��. or a�l�y s�a�� be �efinet�, �� � st�eet c�r aile� hav'inq or�e o� tY�e �o��owing types �f wear��xg s�x�e�a�es ��pli�� �rre� ti�e r�a�.ural unirnpr�v�tl �u��ac�: 1� �ny ��*�e a� asphal�t� concr�t� �i�� or v��thou�� separa�� ��a� �a���r��].. �_ Any ty�e �f ��ph�l� st���ac� t��atrn�r��, r�ot �.r���uding an oi7�ed �urfs��, �vi�h o� without s�p���t�� bas� ma��riaX. 3. 8�'�ck� with �r w�thout sep�rate ba�e �a�t�ria�. �. ��r���e���, w3th �r w,��k�ou� s�par��e b�a� �t���i�l. � . lnlr�g cosn��r�at�on of �k�e a�sove . ���-l. �� �INPAVED STSt�E'FS �R A�L�7�S; An ur��r�ved street, alle�r �o��way or o�he� �t�x����e �.s an� ar�a exceg� those de���e�3 abov� for "Pav�t� �t�eet� 2�n3 ]�,�.l��rs , • C�-1.30 ��m�* �TY��ETSs ��ity s�r��� i� c�e���e� as that ���� �etw�en the rxght-of-w��r l�nes �� t�e a�a��e� is �edicated. C�.�-�.«�� 1��ADWAY`: p�ral�e.� l�.ne� two [ � ' � f �e t bacl� o � �K18t9■ '�he r��d���► 3s def �ne� as �he ���� l�etwe�n (�� 1�eet �a��t a� tl�e curb Lir��� or four the ��rer�g� edge o� p�v�mer�t vrh��� t�o ctxrb C��1. �� �RA'�T�L �TREETs A g�ave� �tre�t �s �,r��r ux�p�v�d �treet to w c as b�e� �dded ar�e vr more ap�����t�o�e a� grav�l, ar sir�iLar �ater�.al ot�er th�� the natur��, �ate���l f�ur,d �n the s��re�k sur�ace b��or'e a�,p ��p��v��nent was mad�; ���-1 { 5 � SE�TI�� � - �E��RAL �ONDI��Q�� ��-� IN�$1�.P��T�T�p� ��D PREpA�.ATION 0� P��P�SAL SE�T�p� C2--� INTERPR£TA�'�Dt� 10.1�iD FR��AY�,TSDN Q�' PROP{}SAL C�-�.� �R�POSAL Fp1�M� The �w��r tr��.�l furr,fsh b�dders w�th propasal �orm, wh,ich �vil� con���.� an i�emiz�d ],�at of �he it��� �f wo�ek �o b� don� or mat�rta�s to be �uaenished �r�� upor� �a'h�Lch bid pr���s ar� r�qu����d. �he Pro�os�� f�rm wi�l ���te �l�e Bi��er'r� c�en�ra� un�er�tat��i�g o� t�e p�o���� to �e ��mp�et��� gravid� � sgac� for f��rr�i�hfr�g the �n��ur,� �f bid �se�uri��', a�n� s�$te �he ib�sis far enter�ng �t�to ��or�a� cor��rac�. The �wr���r �i1� f�srnish �nrms f�r the Sf�c��r's "E�cperier��e �e�o�cd,"' "E�uiprne�� S�i��dul�," and *�ia�nci�� S��t�rnent," �l� a� wh,ic� �auat be p�eoper��+ e�ca�ut�d and ��,l�d with �he Dfre�to�r �f �he C�ty G��ter �epa�rt�ent one w�ek prio�r �a �.1�� tiou� fa� op�rt�t�g af bids. . T�►e f.inanc �al, st�t�mer�t "�et�uire� �ha�l hav� b�en prep�ret� b� an i�ae��nden� cert�fi�d p�bl�� a�caur�t�,nt �r an ir��e�ender�� publtc a��ountar�� ho1d��� a�*a�id ger�i� i��ue� k��r ar� appropr�a►�e ��a�.� 1����t��r�g ag���y, and shail �sve l�e�n �a pr�par�+�i �s ta re�le�� �h� curren�. f�n�n�ia� etat�r�. This . sta�����t� mu�� be �u��e�� and r�o� m�r� t�an one { 11 year �ld. It� tY�� �a�e t�at � b��d�nc� date fal�s withtr� the tim� � r�e�r s�.a�em��t is ��1[]� �I������ r the pravious �tat�raeat �h�ll be up��t�d b� grope� rr�ri��cation. L,�qui� �sset� ir� tk�� arnou�n� of ter� � 10 �� perc�nt of tk�� ��tirnated pro j��� ���� wil� b� r�qui���. 1�ar an experier�c� ���o�cc� �o be c�r��a.c�ere� to b� acc�pt�b�� �or a qa.�en pro����, �t must ref].�c� ti�� e�cpe�ie��e a� �he �irm ��e3�i�g� qua�li.�ica�ian in work o� bo��a �he ��me na�ure and magn�tude ae tlxat o€ the pro�ect �or wh,�ch bide a�e t� b� r�ceive�� an� �u�h ex�er,i�nc� tac��� h�ve �eer� an ��oje�t� compl��ed nat, m�re tt�ax� f�r�� ( 5� pe�rs p��vr t� t�� �ate �� which a�c� t� be �ece��ed. The �i�ector af tt�� ���ea� d�paaetm��,t sh�►11 �e sole judge �s tv tl�e a�ceptabil,i��* o� expe�e3.�oxt�e ���r qua].��f.ca�ior� �o �i� on any� Fort �arth �a��r �epaactment �xo je��t. Th� prosgectfv� �idder �ha�� sc�edule �he �gu�gnd�nt �e ha� arra��.Za��� for �l�e pro��c� �t�d e�ate that k�� w�3�]. ��r�t �uc�► a8�i�io�al �c�uipm��t a� may be �reqa�red �o �omgxete ti�e gro��c� or� �thf�� he �ubr�it� a ���. C�-� .� �A�TERPRETA"�IpN OF �L�142���TT �5: '�`he c�t�ar�tf tie$ o� w��tk �ind rnate��al� to i� furi�is�ed as aiay �� �i,��ec� in th� p�r�pos�1 ��-�{1? fv�ms or o�h�r p��ts of th� �on���ct Dacurne��s wf11 �e co�sidere� �� ���ox�m�t� only a�d wi�� �� used for th� p���o�� of �om��ri�g b��� on a�n�for� �asis. Pa�m�n� wi�l be rn�de �a the Con���c�or fa� a�ly �h� ac�u�� qus�t��ie� �� w��� perf orme� ar �na��rials �u��t�hed••i� ����ct accor��nc� w�th th� ��ntract Do��men�� �n� �1ans. T�e qu��tit�es of wark �o �� �er��r�e8 �nd materia�s to b� �urn�shed may be ia�r�ased or d�c�ea�ed a� her�inaf�er p��vid�d, �ftriou� in a�� wa� ��ua�ida�i�� the �nit p�ice� �id �� an� o�h�r �equire�eats �� ��e Cont���� Do��rnen��. ����.3 E�AM�NA���� �� C��TRACT �OCUM���� AN� ���E �F PRQ�E�T: �id��rs ar� advise� tha� t�� �ontra�� ��cu��nts o� ���e wi�h t�� ����r ��a11 �ons�ftut� �ll�o� �he �a��rmatfvn which �h� Owner wi11 f�rnis�. All ����t�a��� f�£ormatian arid dat� �hich t�e owner �i�� �up�l� s��er ���m��g�tin� o� t�e �ormal co��rac� ��cu�ents shaii �e issu�� fn �he forrn of ��itt�n add���� ��d �ha�I b�c�me p�rt �f �h� Con��a�� Do�u����� ���t a� ��oug� �uch a��enda w��� ���u�ll� ���tte� i�to ��e oriqi�al Co�t�a�� Ao�ume�ts. 8idd�r� ar� �eg�ir��, �rior to the �ilin� vf p�oposal, �� r��d an� ���a�� ��mi���� ��th the ���tr��t ���������, �o �is�t t�e �ite o� the pra�e�� ��d ex�rnine ca�e�ull� a�� loca� co��fti��s, �o infozm �h�m�e��ee b� t�eir ow� ���epend��t r�searc� �ad ���estiga�ions, test$, �orin�, ��� �� su�� other ��ans a� may �e ���e�sary to ga�� a�ornplete �nbwle��� af the �ondit���s �hich ��11 b� �ncou�t�red �u���g the ca�stru�tion �� t�� groj�et. The� mus� �u�ge fo� the�se�ves the ��ff����ties of the woz� ��d al� �t��nding ��rcum�����es �ffecti�g th� ��s� of doin� ��e ��r� a� t�� tim� ��gu�r�� f�r ��s �omg��tio�� snd abt�in $�� i��orm�tia� r�q����d �� ��ke �n �n���l�ge�� ��op���1. �� i�f n�m�tio� give� by the �w�er ar a�y �e��es����tive �� ��e ����r o�her thsn that caa�ained in th� Co�tract ��cum�nts �nd o������lly ��om�Y�ate� �ddea�� t�er�t�� sha3� �e �ind�n� u�on t�e Own�r. Bidd�rs ���X1 r�i� e�c�usi��ly and sole2� u�o� �he�r a�� estimates� in����iga�ion, �es�arch� test�r exp�ora�ions� and ot.�er da�a wh��� �re �eaess��� f�r fuiY �n� �ornple�� in�osrnatio� upo� ��ic � the progosa� �� to be based. It �s �u�ua�1� �g�eed that th� ���mi��io� �� a prnposal is ����a��ac�e �v�denc� th�t the �idd�r has rnade t�� in��s��gatio�s, ex�mination� �nd ���ts �����n req�ired. �laima �or a��itional �ampe�s�tian d�e �a variat�a�s �et�ee� �on���ions actualiy �nc�u�ter�� �� �onst�uctio� �nd a� i��ic�ted in �he �an�ract D�cu���ts �i1� n�� be �l�owed. The �og s o� So�l B��3ngsf if a��� showing o� t�e pla�s ��� �or ��a�ral ��fo�rn��ian on�y �nd �na� �ot �� �arr���. Neiths� the C2��[�} �wn�� n�� �h� E�qi�e�r gu�rante� that �he dat# �hown �� repr���n��tive o� cand�tions �h�ch ac�u�lly �xist. �2��.4 SUBMI��I�G �� FROPQ�AL� ��� H�d�er sha�� s��m�t h�s Pro�o�a� an ��e ��rrn fu���sh�� by ��e O+�*�er. All b���� spa��� �pp�icab�,e �a���the�p�o�e��•��cont�tined i� th� �arrn sh�2� �� carrect�y f.i�J�e� �.t� afld the ��dd�r sh�11 s�a�� the pr�,��s� writ�e��n in fr,k �.�x b��h �ror8e and numeacals, �or �hi�M h� pr�gos�s �o �� th� w�rlc �on��mp]�ated �r furn�s�t�� �h� �at��ia�s ��quired. Ax� suc3� �rfces $�a7.� be wr�tt�n �e+����.p, �� �ase o� disca�e�ar�cy b�tw�er� ��e pri�� w��tten in words �nd �}�e ��i.ce wr���et� fr� num�r�l�� t�� p�fce ma�e� �c�vant�c�eou� �o the �i�y shall g�v��r�� If a propo��1 �s �x��rnitted �� aa i��i�id�s��.. h�� oa� ���e na�n� r�ust b� signe� �y hirn (��r} o� h�s (he�r� dul} ��th�ria�d agent, �f � p�copasa� is e��m���ed ��► s firm, �sao���tion, or ���rtr�er�h�p, the r�ara� �r�d ��dr�s� of �acri member �u�t b� given, ar,c1 t�e pra�o�a]. must �e s�.gn�d b� � m�m��r o� �he ��.rm� aa�oc�.at�lon, or pa�t�xe.�ah3.p, o�c by a p�z��n ��3� au�ho���ed. if a pra�n�a�. is subm�tted b�r ��or�par�y or �o�rpo�atian, ��� compar�� �r �orporate na�� a�n� �u�iness �ddr�$s m��t �a� gi�en, anc� �he propa�al �ic�n�� �� ar� +��fi���l o�c duly �u�hori���, �geri�, The corporat� �ea� �n�tst be �a�f��c�d. �o�r�r af A�t�rne�r aut�oac��i�g aq��t� o� a�hers �o �ig�t propa�al must b� p�coper�� ��rti�,�ed a�d mu�t 1b� in w�eiti�g an� sut�rnatted w��h 'khe propasal. �2-��.5 1���E��"��t� �F PR���SALS; �r�po�a1� m�� �� re���tod if �h�� ahow an� a�te�a�ion of x�orda �� ��gt����, add#.��a�� s�ot ca��ed �orr cond3tion�l ar �nc�►11ed �or al�err���e bid�� in�ar�g�ete 1��r1s� er�sures+ or i��e�g�x�e�c�.�i.�� a� �n�y �Cir�d, ar contair� ut��a��,�nc� v�lu� of ar�y items . �raposa� ten�er�d �� d��.iv�r�d after t?�e v�ficial t��ts ��s��n�tet� �or receipt �f pra�osa� ai�al� b� �etxt�'�e� to �he Hid�er unopene8. C�-�.�r SI� S��C]It��'�f: �o p�copasta� wt�.� be �onsideze� ua�ess it �s �ccompar�fe3 �y � "�r��a�a� �e�ur�t�" of ��,� chara�t�r and �n �he arnonr�t ir�dic�t�d in �he "�]ot�ice to S�id�er�" �nd �Y�e "P�ro�osa�." �Y�� Hi� �e�u���� ia r�q�i�ce� by the �wr�er a� e�ric�en�e of �oGd f���h �a �h� p�rt o� t�e Bid�er, an� b�r wa�► of a g�ar�n��► �itiat if �warded �he �ontra��, the Si��er �ri1� � vritl��r� �h� re�uired t,�me e�ce�u�e a fo�r�n�l ��r�tract an� furni�h tt�� r�qu�red �erfoacman�� ar�d otY�e� bor��e. Th� 6i� se�uri�y o� th� triree lowes� b�.d�er� wt7,�, �� r����n�d ����i tha co�trac� �.s �wa�eded or a�i�sae c3i�pn�f�inn �� made th,��ceo�. Th� bi,c� ee�u�cft� o� a�i o��,er �z����� m��► be r�turr�ed promptl�► a�ter ths canv��� o� k��d�s . C�-�(3) �2-2.7 D�L�V�R� DF �ROPbSAL: �o pro�os�� wi�� be �on��dered un��ss it �s de�ivered� ac�o��an�e� �� i�� ��op�r �id �ec�ri��� �o ��� Ci�� ��nag�� �r h�s repr�sentati�� in �he offi��a� glac� o� �usi���s a� se� ��z�� in th� ��o���e �a Bidders ." I�, is ti�e �iddez' s_..ao].� r.espor��ibi,l�ty to de�iv�r �t�e prago��I a� the p�oper tim� ta the �rap�z p].�c�. '�%e m�r� �act tha� a prop��al. was disp��c3��d wi�l not I�e �or��ide��d. Tit� Bidc3�� mttst have th� propv�al �c�uall� del�ver��. Ea�l� prop�sal sk�all be fn a s�al�� e�trel��� p1�►ir�].�► a�ark�d wf�h tk�e word "�R���}�A�," ��� �lxe name or de�cr�p�ion of the p�roje�t as c3���gr�ate� in the w��o��G� �o H�.d�e��." Th� �n�rel.op� sha11 b� addressed �o t�e Ci�� �a�age�, �City �al�, F�rt �or�h, Te��s. �Z-�.9 W��'EDR�#WT�� Fi�OPOSAL�: Pr�posa�.s a��u�►�.ly fi,�ed witl� �he �ity h3�nac��� cannat � w�� dr�w� prior �o the time �et �or o�er►�n� praposa].s_ F� requ��t far non-�consi�e�atior� a� a prt���sa� mt�st be tnad� in �arri.��.nq� addx'essed to the �i��r �anac�er, artd �3.��d �v��h h�m p�ior �� ��� ��m� se� �s�r t3�e o���xiz�g of prog�sa�s. ]4f��r a�� ��aposa�,� not regue�ted for ��r�-��r�sic3eratior� are opene� and guls�icY� �'�ad �1o�d� �h� gropas�Y� fo� w���h r�or�-cans�.d�rat�on r�qu�est� t�av� been pro��r].y ����� �ay, �� t�� �pt�,a�t of �h� Owr�erM be �etu��t�d unaper� �d � ��-�. +� TE����A��i�C �iQDYF�CA'���N 0�' �RbP��A3.S; A��► bi�t]�r t�a3r modi��� Y�i� �ro�o�a� telec�x�ph�.� ��mmu�ti�rn a� x►r��* �im� prior �o ��� �irne ��� �ar �p�nzr�g p�oposa�s, �r����1�8 �u�h t�����aphi� �omrnun,i��tior� �ls r��ei�red ��* th� ���y �tanac�er priar �� �i�� �aid g�co�a�a�. opening t�me� ar�c� p��vi�ed furthe�e, that the �it� l�ar���e� �s �a��.���e� t�a�t a writ�er� �,r�d duly sutherx�,���t�d �a�firrrta�t�on of stx�h te].eg�a�hi.c c�rnm��n��a�inn �v�r �i�� ��gnattxre af th� ��dder wr�.� �ai�ed g�e�or to the g�a,p�sa�, �per� f r�� �it�s. Y� su�h c�x�� �rmati�n �s t�o� �����.ved with�r� �o���-e�.gh� (4�} hau�� ��te� th� proposal �p��x��g ��Lme, na fuXtt��� �onsideration will b� giver� �o ti�e p�ogos��, ��W�.IU ��HLI�� �PENTi�G C1� �ROPO�AL: �roposa�s which �x�v� b��n prap�rl� filed and for �rhi�h ao ��ox��car��3.de�ea�ti.on Req�e�t" 1�as beeri rec�itr�rd �ri�� �e �ubYtc�� opened anc3 r��d a�.oud �y the ��.t� M�an���r o� �i� �uthori�ed �cep��s�nt�,tive �t �he tim� ��d p���e ir�di�a�ed ix� the '�t�oti�� to ��.�c�er�." A11 pr�pnsa�.s whf�h have b��n og�aerl antl rea� wi�,� r�m��r� or� ���e w,��h �h� Ow�er unti� tk�e �antr��t k�as b��r� ��a�ded. ���ders o�c �h��.r a��rio�i�.ed represent�tivea are fnvited �o be p���s��t �o�c th� ap�s�i.r�q t�f bids. C�-� .11 IR�tE�C7LA1� �Rb���AL�: Prapos�l� eh��,l be co�tsia��e� a� ��g '�rr��u���" .if th��► �i���r r��� o�nia�iane, alteratiar�s o� �orrn, �dditions, ��e �or�c��t�,ons r�at �all�d �ox�, nr�a�k�o�,�ze� al��rnat� �f�s, or �rreg�].a�ri,�ies vf ��t�► 7rt�.�d. H��rev��� �he ��-�{�� Owner �eser�es �he riqht to �a�ve any an� a�l i����ulari���S �nd �o ma�e �h� �w�rd of th� c�ntr��t ta ��� b�st inter�s� �� the �i�y. �e�d�ri�g a prop�s�� ���er th� cla�i�g h�ur �s a� �rr�g�la�i�� whxch canno� be �����d. ����.1� D�540AL�F�CATTO�"OF���ADE��: Sid$�rs rnay b� '�u��ifi�d and their ��oposa�e not ca�si����d f�r ��� of, b�t �ot ��mft�d to� t�� �olla��ng r�aso�: a. �easo�� �o� bel���ing ��a� cc��.u�3o� e�i�t� amonq �f�3�r�. �. �e�son�bl� g��un�a for bel��vi�g �h�t any b�dd�r �s f�����s�ed �n �ore th�n one pr�posal ��r wark �o��emp��t�d. �. The 6fdde� ����g �nter��t�� �� a�� l�tigati�� �gairiat the ���e� or wher� �h� Own�r �a� have a clafm ag�i�s� oz �� ���a�ed iri 13���ati�n �gainst �he b�dder. -. �. �he bidder b�i�g i� arrears a� �a�.ex�st�ng �������� or �aving ��fau��e� on a pre�xaus ����r�c�. �, �h� bid�er h�v��g per�orrn�d � pr�or ��n����t in an un�atfsfacto�y �ann�r. �. L��� o� cam��tenc� �� r�v�a��d by the f�nanciai at�t��e�t, e�perfeace �ecor$� equigm��t schedule, a�d su�h inq�i���s as the �vr��r ��� s�e ��� to rnak�. g. U��ortple�ed �or� �hich, in the ju�gm��t o� �h� Ow�e�# will �reve�t or �i�d�� the gra��� completk�n of ad��t�on�� wo�k �� e���ded. h. �h� bidd�� no� ��1��� ��th t�e �wne�, on� ���k i� adnan�e �f t�� �ou� o� t�� �peni�� of �ropo�als �h� f ollow���: �. Fina�c�a� Sta��m�nt sh��ing �he ��na���a� �vn�i�io� of tha ���d�� as spec��zed �n �a�� �A" - �p�cia� i�st������ris, . �. A �ur���t e�p�����ce recar3 �how��g �spe��a�X� ths prajects o� a na�ure s�mi�a� t� t�e �ne under ca�sfderation, �h��h h��e �e�n s�cc��s�u��y complete$ �� �he 8idd��. 3. An equi�me�t sc���u1e �hawi�� the eq��p���� �he �idde� has a��i��b�e fo� ��� o� the '�r�ject. T�� B�d Pro�a�al of ��fdder who� �� t�� ���grne�t �f the E�g��eert �s dt�qualiff�d nnder the ��g�fre�e��s �ta�ed h�re�n, sha�� be �et as�de and n�t ope�ed. ��-��51 FAR�" C � C����R,AL CQt��IT�O�T� �3-3 AWAR� Ai�D EXE�UTION OF DO�UM�N�5 ���'iZ4t� C3�� AWARD A�i� �X�C�JTIDRi �� DQCtIME�TSs �3-�.� ���iSID�R�TI�� DF PR�F051�LS: A��er pro�asa].e �av� be�n a���ed and rea� �loud� tY�e prapo�als wil]. be tx��u2at�ed ar� th� l�a��.s of the guote� p�i��s, t�� qu�t�t���,e� sbo�tr� i�, the p��po�a�, ar�� t4�e �gp�ic�tion o� �uch �ormuia� ar other m�tln��s o� �r�ngir�� ��ems t� ��ornmo� ��asi� as ntay be e��ab�ishe� ir� th� Cnrtt�a�t Do�cum��ts. '�}�� to�a� obtained �� t�ki�c� tk�e �u� of t1�� �ro�ucts of ��i� pric�s quo�e� �r�d the est�ima�.�d �uan�ftie� plus �rty Yurap sum it�m� and �t��#� o����e quate� amour�ts as �►►a� ent�r into th� �as� of t�h� ��m��e��d pro�ec� w�.11 �e �or��id��ced as �he a���nt of the h�.cl. - []ntil �he a�rard p� the contr��t is ma�� by' t�� �wn�r, the righ� v�i.l� b� �reser�red to rejec�. a�y or a�l proposa].� a�d waiv� t�c��icaiit�e�, to �e���rrex�i�� for t��w pr�pnsa��, or t� pr�c��d �r�.�h the wo�ck tr� a�rt� zuat�r��r a� �aa��e �o�sic�ered far the l�es� intere�� vf �t�e Owr�e�, G3-�3. � M�NO��T7f HiISY��SS Ei�i`�RPR��E �Q�M�N�OV�N�D �US��I�S� ��]�ER�R�S� CQI�iPL�A�i�C�: �or�tracto� $g�rees to provi�� to Owner, i�pon regt����, co�plet� ar�d $c�ura#.e ir�farma�io� re�ardfr�g actual �v��rk ���r�a�em�c� by a M�.r��rit� Bus�ne�s En�ergr�$� {C���� ar�d o�r a� a�omar�--ow�e� 8u�i�ness Er����pri�e ��8�} on th� cos��ra�t aad t�� �ayrnent the�e�o�c. �o���e�c�o�c fu�rt�xer a rees, �xpa� r�q�est b� Dwr,eae, to a1L�w ar�d eud�� ar�d�or ari exarnir�ation o€ an�* �ooks, re�ords� o�e �ile� ir� tk�� p���essiotn of �ontrac�or t1n��. v��l� suba��r�tiz��� �h� a�c�ual w�o�rk perfo�rzn�d by th� �i�E o� ���. Ar�� mate�ia� mf�regresent��ior� o� �r�� �a�u�r� uri�1 b� grour�c�s ��r te�mir��t���t o� the c�ni�r�ct ar�d f�� �,n,�tia�t,�ng any ac�ior� �xstder �ppropri�t� fe�er�1, �t�ate �r ]oca� ��ws az�d ordi.����es r�Yatin� to �a��e stat��aeats; ��x��h�r� any �uch m�s�ce�reser,t���or� may �e �raufld� ��r disqua].ff�c�.�a�or� o� ��ntr�,��or at 8wr��r'� d���reti�n �or biddfag �r� �u�u�e ����rr�c�� �i�t� tY�e ��s�er for a period af t�me af not l��a �%a�r► ��.x {f � mo��h�, C3�3.3 �Q�iAL ���L��f�E�iT �1�{��T�SI��S: The �or►��actoac eh���, c�m��y' vaith �t�����t �i��► Or��n�t�a� �ro�ibitir�g dis�ri��n�t�ion �.r� em�lo�a�nt p�ee�ti�es. C3-3 {�] �he Cont�act�� s�all pos� ��e �equ���d n�tf�e ta ��at e�f�ct on the pro���� s�,��, �a�, �t his requ�st� wil� b� pro�rid�d assista��� b}� �h� C�.t� �� �ork Y�or�i�'s Equ�l Er�g�aymen,� Dff�ic�� who �v�l� re�er st�� gt�a��.���� a��licant h� m2�� hav� on �il� in h�s offxc� t� ��e �or�t���t���,. A�pr�px'ia�� �o�fces may b� acqt�i�ec� f��rn ��e �gua.L Emp�aym�r�t Off���r. �3-�3.4 �T.I'i'HDRAWA� �� P�t�P��ALS: Afte� a pa�ap�sal h�s b��n read �� th� Q+�ner �� caa�nat b� �r��hdrav�*n b� tha �id€iar within fd�rt�-f�ve �4�i days af��r ��� d�te on w�ich �h� pr�po�,��s w��e ope��c� . ��=3.5 A�'Ai�� �F ��NT�tA��: ��e Owr��r rese,�v�� ��e �ight to w�.�.riho�d�ir�al ac�ion on t�e p�ap��als far � reasor�a��� �it�e, not �o ex���d farty-fitte � 45 } day� after the da�� of ope�tfr�g pro�osa�.s, an� i� �o event wil]. ar� awaz�d be mad� un��L ��t�r ir�v�stigstior�s h��e ����n �ad� as �o t�e �c�s���s�.bi�i�p of �k�� gragose� �►w����e, '�he awa�d o� the ��ntr���, if �r� a�rart3 is �sdex wi31 �e to �he lo���� ar�d b��� �espansi.bY� b�dd�r. �he a�aard o� �he c�ntra��, aha�l]. r,o� beco�t� ef�ec�iv� ur�tix t�� pwnex� ha� r�otzf�ed �he �a�tra���� ,�r� �v��.tin� af su�ri a�vard. C3�-3.6 RE'TL�RN D�` PRQ�DS�L ��CiI�t�T�Es� As �oort as �r�posed p ir �� t�ta�a hav� beer� d��rm�.�xed��or com�arisor� of bids, th� Own�r may, �t its �iscreti�r�F r���trn the p�o�osal ���u�i��' wr�i�h �cco�n�ar�i�d th� p�ro�osa�s� wh���h. �r, it� �uc�g�er��t wau�,d n�t be ��r���dered for th� award. �l� otMer g�r�posal s�curalti�s, usualY� �t�o�e o� �he th�r�e 1a�vest l��c3dex'�, ���1 �e reta�.r�e� 1a� �h� �vran�r un�il ti�� �r�guired �os�t���� has b��r� �xe�uted ��xd bo�d furnis�ed or th� Owner has at��rw�is� c��.��os�d o� �h� bi�s, ���e� �t��.�h �he� �i�1 �� ��tux`r��d i�y the �i�y Se�ze�.ary. C3-3, ��0�T1��: W�.�h t�e ex��ution �nt� de�ir�ery o� the �o�ttra�� �o�ument�, �li� �or�tra�to� s���.l �u�rr��sh to, �r�r� f a�l� �rit� �hs O+�r��r �n the a.mount� he�e�n requ�i�ced,� �h� foxlow�ng �orid�; a. �ERFORl��INC� ,�OND � A good ar�d su�fic�et�t performanc� an n an amauz�� n�� le�� th�� �00 pe��er�t o� ��e �mount of the �ar��r��t, �$ 'evi�en��d by� t�� propasa� tab�xla�t�,on ar o�l�er�vfs�, gua�anteeinq the �uY� at�d �a�.�3tfu� e�t��cution o� �h� +�rork ar�d pe�farmance of the �antract, �,r�d for �h� p�ea�e�tion �f the �wr�er er,� m11 ��h�r persons a►gair��t damage b� reas�r, of t�eglig�n,ce o� the �ontracto�r, ��r ��pro�ex� ��ce����or� �� �he wark or th� �ae �f i��erior ma�teria].s. �'��,� ����ox'r�ance �3�3 (�) � bo�d sh�.11 g�arar�tee tY,e pa�rnent f�r �11 lab�x, m�,t��,ial�� equigrn�nt, $upp�.��s� �r�d s�rnic�s us�r� ir� �he ��rsstructian �� th� w��rk, a�n� sh�li r�nrairi ir, �u�l farce ar�d ef��c� ur��i1 �rovisi�ns a� abv�re st�,pu�at�� �r� ac��mpl�shed �nd �in�l pa�me�t �.s r��de ar� �he pro��ct �� the C,it�►. �. MA,��]'�ENA��E B�N�� A good and ������i�r�t maia�er�an�� bc�r��, xr� the �maur►t a� riot 1e�� t�a� �QO percer�� o�' tF�� amouat �� t#�e c�tt�x��t� as ev3��r�ce� �y the gropa�a� ta�u�atior� or ��hervti�e, gt�arariteeir��g th� prornp� f�ul� �r�c3 ,�a� thf�t�� �ez�o�rnar��e o� the c�erieral guarant� �rhich is s�� farth ir� psaex�grapl� �8-8.��. c. �AY'�iEi�� HE}�L�: � good ar�� s�ff��ter�t pa�m�n� band, �rx an amo�nt �o� les� thar� 100 perce�,t af ti�e a�aour,t o� th� �on�r�ct�, �s e�rid�t�c�d •���► ti�� pr�po��]. �ak�u�s���� �� o����w��e, gua,�a�x�e���g �he pro�pt, i�ull ��d ��i�h�ul p�yn��r►� of �11 �laim�,nt� �s def�.ried in Arti��� 51�0, ��vi�ed �ivi� ��atu�es of '�"����� ��,�5� �S �m��d�� �� BDII�� ��Z�. 3�4��A�ts SGt� L����la�u�ce, Regu�ar Sess��n, �.959, �ffe�tirre �A�x�.� �7, 1�5�, ar�����e th� �a�ea� v��s#.on th����f, sup}�1�inq labor ar�d aua�e��als i� ��� p��s��ut�or� a� ti�e work �ro�ri��� for i�, �he can����t beir,g � �oa�s�r���e� und�r these spec�f��a�ions. P��men� B��d sh��3 r�xn�i� �n for�e ur�t�l �11 �a�tmer��� as a?�o�re stipu3a�e+� a�re made. �. t��F��R ��I�aS: Su�h a��,�� �ar�c�� as rna� be require� by' �h��� C�r�tract �oc�tr���t� sh�11 be �'t�rni�he� b�r �he ��r�t�actor. �o sur��ies w�ll be� acc�pted b� the D+�r��r t�t��.�lt �re �e� ��� tfm� in de��u�t or d��.��guent �� a�r�g �onds o� w�,�,�� �,r� ir�tere�ted �n an�r ���ig��i��x aga�ns� �h+� owr��r. l�li ban�s ai�a11 be m�de on the �v�rm� �u�ni�hed by �k�e ��vner �tnd �ha�l be ex��u��� �y an �p�rove� aure��► compat�� doing �usin�s�s ir� the C�ity oi �art Wor�k�, Te�as, ar�d w�hich ia acc�gt�ble te �he �wnex. �r� o�der �o �� �a��p��l�Ye, the r�a�n� o� �he �ur��y sha�� b� fnclu��c� on ��i� cur�rer,t U,�. �'rea�t�ry ],i�� of ac�epta�le sure�fe�� ar�d the arnou�� o# bor�c� wri�ten �y �r�y o�ae acc�pta��,e co�pat,y �ha�� �o� e�cee� ti�e arno�t�� ehowr� art the T�reasury list f�r tha� com�n��►. �a�� bon� �ah��►Il be �rop�rl� e�cecuted �y both ��e Contra���r ar►d �ur�ty C�mpar��, ��,o��d �ny s�r�t�r ar� t�e cor��ract be dete��ni�►ed ur��a�is�act�r�r a� �n�r tim� #y �he 4�rrter� r�o�i�� wi��, be girrer� the �ontraa�o� �o �h�� � f f e�� �n� �h� Coatra�tor sha�l i.�mediat��y prortide a G�-� � 3 ] riew �u�et� s�kisfa�tor� ta �he Dwr��r. Na �ayment wiJ.l �� rna�e un�er ��,e corttra�t ���i� th� r��w su�e�y �r �ureties, as , r�qui�ed� have qttalf �i�� and k��,v� been ����ptec� ��► the O�n��e. �`h� c�nkr�ct sh�11 �ot b� ogerati�e n�r wi�,�, arty paym���� be due o�r p�id unt�l �p�ro�ral o��. �.3��,-� b��tds b� � t�e bMm�r. �3�-3.9 E�E�IJ��ON �F �ONTRAC'�: Within ��t� {��1 days a�#.�r the O�rt��r has �y apgrop�i�t� r�sq���iot�, or oth�rw�,��, awarded t�tte �ontract� ��ie ��r��x'ac�or sh�13. exe�u�� �,n� �i].� �ith ti�e Owner �he ��r�traat �r�d �u�� bond� as ma�► be requi,red in ��� Contra�t Do�unr��r��� � N� �on����t sh��l b� bin�ir�g upon the owrr�e� v�rxt3.Y �t has been a�test�� b� the �ity �Se�reta��r ��groved �� to forrrt a�td Ye�a1��y b�r the ��,��r A����'ne�►, ar�d ex��t��.�d �o� �l�� Ow�e� �� �i�her th� M��►�r �� C�,�� �7�na���. C3-3.� F��LURE To E]��Cu�'E �D'NT1���'�': '�h� �aflure �� the �,w���e� �.� e���u��� the required bond �x� �ror�ds a� ta s i�n t�� x'�r�u�r�d c�n����t w�.th,�n t�r� �10) day��afte�r th� cor�trac� ia �w�rd�d st�a�.l �� �onsi,d�x�ed b� th� Owner �� �n �6�n�on�r�r�t n� �.i� p�eoposa�, �r�d ��,e Owr�er m,�y a�nt��Z tri� Aurard. 8y �easar� o� th� unc���.2��rit� or �3�s market ��i��s o� rn�teri�l a�d la6or, ar�d �t b�ing imQractica��e a�x� �if��c�].t t� s��uxate].y deter�in� the ���u�nt �f damage� oc�urir�g to �h� Owne� hy �e�s�n �� sai� awar�e�'s �'af�.nze to exe���� s��,d k�ond.� az�� c�ntract ��lth�n ten {1�} �ags, the propasal se�u�'��y ac�oo�par��►ing ��e �raposa� �t�all be thc agreed am�u�t of darnag�s whi�h pwn�r wi].l su�f��e b�r r��sc�n. o� �uc3� .�ailur� on �ln� �a�� �f the Awa�Be� ar�d shaii �k�ex�upon �lmn��d�a��ly be ���feit�c� to the Qwn��. The ����r�g o� a pr�posa� wi�,�, be con�xt���ed as an accep�a�ce o£ tt��s ��covi.��or� �y the B��d�� . C��3.�0 ��G�N�J�NG �QR�C: 3`h� �o�xtracto�r ghaY� �o� �omm►enc� w�rk ur��i� �uth�r�z�dT ,�a writ.��q tv do �o b� the Owner. S��ulc� the �an�ra��or �ai1 to �o�er��e work �t �k�s aite of �1�� p�oje�t within �he ��.me �tipul�ted �a the wri��eri a�thori�atfon us���ly t�rmed tl�e '�o�ck Or�er� or "Pra�eed Dr�er", it fa �gre�d th�t �,he S��r��y' Cora����€ �v�.�l� w�th�.n ten � 1 � ? ��y� ���t�� th� �ommencement date set �o�e�Y� �r� �uch wr�t�ex� au��or�zat�r�t�� �o�rmer��e th� ph�r�i�a,l �x�cutaLor� of th� contarac�, C3�� . 1.�. ��#�i�R�A�V�E= The �onttaator eha�1 r�ot �oonm��ce w�rk �r,�er thi� cor��ra�� un�i1 he t�a� obtaiaed �,��. �1�e insurance requtr�d un�er the �antr�c� D�c�tmen�s, �[�d su�h it��uran�� has bee� appro�re� b� �?�e �wr���. T�� p�,�m� ��t�tr���or sha11 be r�sgor�sible far d�liv�ring to the Qwr�er' th� s�s�-�on���ctoa��' C3-3 {4l c��tf�i�a�� c� i�sura�c� �or appro�al. Th� pri�� con�rac�o� �hall ��dica�e o� �he �er�ificate o� ��suran�e i�c�ude� i� �h� d�c���nt� for ��ecntio� whe�he� o� �a� h�s insurance �ov�rs ��b�contracto��. �t is �h� in����ion of �h� O�n�� th�� th� �n��r���� �o�er�ge r�qu���� h�rein �ha�� inc�u�e �he c�vera�e of a�.� s�sb-caa��r�c�o�s . ,. _ . . � � a. CO�iPENSATYON ZNS�R�1N'C�; �k�� Can�ra�t�or �halY m�ain, dur�.�ng ��e �,i�� o� th�� �ontr�c�, ��r}��r� * �a�pensa�ior� ��su���ce on a�l of �is �mpl�yee� to �e er�g��ed �n wor� oa the p�o ject unde�r thi� �o�x�r���, and f�r aI]. sub-�ontract�r�. Ia �as� sr,�► claa� �f �ropi��►ee� er�ga��� i,r� ri�zardou� �o�k or� �he pa�aj�ct �nd�� this �ontrs�c� �s n�t �rotected uz�d�� the wor�€ers r�omp�nsat ioa S���u�e � t,h� �o��r���ar a�ialx pr�v�.�e sd�qur��� �n�p�a�er's gene��l 1�.ab�I���► �.��suran�e f�r th� pro����i�n af �uct� o� his �pl,oye�� �o� �o �ro�e��ec�. b. C�I�i�REHEIMi�I�E GEIJEi��1L LIA��LITY �I�I5FJR1�iN��; 1"he C�ntra�t�� s�a�p.r��u��e ar�d �hal� m��ntain r3urir�g the li�e of th3� contrn�� �ontra�t�r's C�mpr�k�s�si�re ��a�r�l L�ab��,��t� Insurar��e ��ub��c Lf���,�i�y and k�roger�� D�mag� ir��u�car�ce� in an amaur�� ��t less �har� 55�8,��0 ���rering ea�ri occurren�� ar� a�cvunt of �o�i],y ir, jttry, in��uding de�tht ar�d in an amo�nt not �.ess �3�an $5QQ,00� �o�e�ing eaci� o��ur�er�c� �n s��cou�� of ��opert�r d�rn3g� �i�lt ��,���,Q�B um�r��3� po].ic} c�ver�,��. c. ADUIT�OL�AL LIA8I�ITY: �h� �or�tractor �h�l� �u�s�i �.r��uranc� as ��epar�te poii��es �r b� adr3�t�or,a�, �r��orseaaen� to or,� �f �he aba�r�--m�r�t�o�ed pal�ci�s� an� in th� a��u�t a� ��t �a��k� �or p��Ii.� 1tai�i�it�* and �roperi� da�nage, �hs �oilo�tir�g� ins�ranc� : � 1. �a�tinge�t Liabi�,it� {�ov�r� G�n�rs1 �on�rac��r'e� Li�►b����y �o� �cta af su�-con�rac�vr�1. �, -�la���3.�g� prior t� ar��► bl���i�g �e�ag dor�e, �, CoII,��se of b�i�cl�n�s or ��ruc�u�es �►d�acent to exc�n��io� { �.� ���r��*��ions �re to be perf�rmed a�`�a�er�� ta �ame � . 4. �amag� �� underground ut�.].��ie� �o� $S��,Q00. �3-3 {51 5. $ui�de�'s �is� (where above��ou�� �tr�ct�res are invo�ve�}. �` �. Cantr�c�u�� Li�����t� {c��er� �X� indern��fica��an r��uir�m�nts o�-�o�tract). d. AUT�MOBILE i���AA��� - B�D�L� �N3URY AND PROPE�TY DAMA��: The �ont�a���� �h��l �rocure a�d mai�t���, du���g ��e �ffe nf th�s �o��ra�t, �omp�����sf�e Autorna�i�� ��a�ii�t� ��s��an�e �� an amo��t not l��s �ha� ��50,00� �o� i��ur�es ��c�u�ing acc�denta� d���h to �ny one pers�n �a� �u���c� �o the same l�m�� ��� �a�h pesson �� �rno�n� �ot �ess ���� $�0�,�0� oa �ccau�t �f o�� ��cideflt, �nd au��rn�b�3� p�o�er�� darn�g� ���u�a�c� �� a� a�o�n� no� ��ss ��a� $100f��0. e. 5�0�� OF ��SUR��CE �ND �PE�I�� ���AR�: Th� i�� �r�n�� ���u�re� u�d�r the a�ov� paraqraphs s���X p�o�ide a�equa�e protect�on f�r �h� ��n����t�r �n� h�� ���-contra�tor�, ���pectiv���, a��in�� �amag� claims whi�� rnay ar��e ��om o�eratia�s u��er ��is co�t����, �het��� s�ch ope�atia�� be by �he ��sured o� b� ��yon� d���ctYy �r ��direc��� �m��o��d by hi�, and �I�o ag��n�� �n� �� ��e ���iow��g ���cia� hazard� w�i�h may �e ��countere� in �he ��r�ormance of �h� Contra��. � £. P���F O� C�R�IA�E �F �N�OR�N��: The �����a�to� ��a11 f�����h th� Dw�er wit� s�tis�sctor� proo� of coverag� b� i�sura��e requir�d i� thes� C���xac� �o�x�me�t� �� ��ounts a�� bp car���r� �atfsfactory �o t�e Own�r. {��mgle s����hed.� A�1 �nsuran�e reg�ire�ent� ma�e ��on �h� �antra��o� s���� �P�lp �o �.�� �ub�contra�to�� ���uld �he P�im� C � n � � � C � D f f $ � � � � � � � C � � p � C O V � r t h @ sub���ntractor'e wa�k �ge���fa��. g. L���L ��ENT FOR �NS�RA�C� A�D HO�DING: The ins�ra�ce and bondi�� �omp�aies w��� whorn �h� C ontrac�or'� insu���ce ��d p�r�ormance, �aym��t, m�f��e�ance �rid aYl eucri ot��� bo�ds �re �rit��n �ha�X be r�p�esented b� a� agent ar age��s hav��g �ri o�f��� located ��thin th� citp ��mits o� the �3�3 {5) �it� of ��r� wa��ht T�rran� Countyx �e���. E�ch .rt �uch a��n� ehall be a�u�� ���lified� o�� upon whvm servi�e �f pr��ess ��y be ha�t an� musG �a�� . a�triorfty ��� power �� a�� on ��ha�� o� th� �nsura�ce ��d�or bo��ing co�pa�y �a ne�o�i��e and se���e wi�h �lxe C�ty_ a�-�For� �or�h, ar� ar�� a�her �],a�.mar�t, ar��r �1ai�s that the Cfty o� i�ort �Tor�l� ar �th��r claimant or ��p pzoper�� �vrn�r �+ho h�s been d�ma�ed, rna�► have ac���n�� ��e �ontra�tor, i�sur��cet �nd�or baz�d�in� carnp�r�y. If the loca� in�u��r�ce r�pre�ee�a��ve �� �at sa emp�wer�� �y trie ir�st�rar�a� ar �on��.r�g coa�pani�sr ther� such auth�r�t� rn��t �e v��t�d ir� a 1o�a1 ��ent �r clairas of�ic�s r���,d�rtc� �r� the Me�ra��ex* t�,e F�rt �orth-�a��a� ar�a. T�� r��rn� a� �he ag��t vr a�ent� shall �e s�t forth nn a].7, of �uch �o�d� an� ce�tif�cates of insurari��, C9-3.�� ��NT�tA�"�OR'9 OB�,I�AT�OI��a; Vn�er �h� �o�t�`a��, �F�� �or�trac�o� aha�.l pay ��r all mat��tals, 1a��r �nc� �ervi��� �hen d��. �3-3.�3 �iEE�K�Y PAYI�O�L: � certifie� cop� of ea�� pa�ra�l �over�ng �a�m�n,t o� wages �o all persori er�c�ae�ed ir� �o�e�C +�n t�e project at the s�t� o� ��ne p�ojec� sh�11 k�� �nrni�hed to t�xe �wr����s r��r�s�ntativs w�th�,� se��n {7� days a�ter tl�� ��.as� o� ea�h p�pro�1 �er�od. A c�p� �r ��p��� of the a��1�c,�b�� minimum �rag�� rat�� aa �et fo�th �� ��t� ��r�tra�t ��cum�nts �hal� }�� �tep� po��ed i�� �► c�nsp�cu�u� pl�c� at the �it� af t�,e prcj��t a� a11 t�m.e� �t��i�x� th� co�rse af the �on�ra��. �o�fes o� the wag� a�a�.es �il� b� furnish�3 �Y�� �or��rac�or, b� �k�� Dwn�r; t�ow�v��, post�rt� �r�� protectiort of th� s�ta�e rates sh$1� b� �Y�e zeapon�ib�3.�,ty o� th� �ontract�r, ���� .� 4 C��]TRACZ'��t' S��}�T"�'R.,��� A�MIi+I��TRAT�O�I; Ar�y Co����c�or, wi�ether a p���ont p�rs�ns, p�rtner�hip, compar�pt �i.�m, �s�ociatior� f co�porat�or� or ot�er t�ha .f s�pp�t��red �o +3� bu�ia�sa �ri�h et�c3 er�t�er� ir�to a cor��ract wi,�h the �it� �o,� cona��cuctio� a� wrat�r �r�d�or �ar��.tar�► �evr�� ���i�iti��, wil� ha�►e or sha�.l est�k�], i�h a�uYl� o�e�a���s�r�a3, busi ���� of f ic� vrithin trie �or� �or�h-Da].�.as m��rap�li#.an ar��� Th� �or�����tar sha].l• �hart�e, d�leg�t�, or assign thi� offic� �or' �e ma� ���.egate �ss ��a��ac� F,u���int�n�ent� �ritl� f�1� �u�hasit�► tv trans�et al�. k�us�r�ess �ctiar�s reqrsir�d iri �h� p�rfarmance o� th� �onta�ac�« This �,��a� �e�th�rity ����� �� ma�� re�por►e�b1e �c act �or the �ontrac�or �.� �7.1 mat�ers per�ait�ing to �h� work �o�ern�d by tk�� �ontract wr��ther �t be adrninxs���c�tive o�r othervri�e and a� �ucY, s3�aJ.l� be empow��ee�, t�us �eYegate� �a� �fre�ted, �o ��tt�e a11 rn�t�ria�x labor or o�,h�r ��cgendit�e�rea, a�� �l�im� ac�atr�st the �vor1� ar �r�y� o�h�r C3-3 �71 �f�r��*�, �, ,,F.,,�,.,,,,, .� , ti ._...� ���,�t#uw� ` ��w ��7� r fie�zs 7���3 ������ �ss�ciat�d suc� �s maintai�in� �dequat� and a�pr�p��at� ��suran�e a� securit� cov�rage �a� the pra��c�. �uch �o�al a��hority for admi�f�tr���o� o� the �ork und�r th� ��ntra�� sh�l� b� �a�n�a�ne� �nti� all ��s���s�•�transactia�a e��cuted as �art �� �.l�e Co��3��r��t are �omp�et�� � �... � �hould �t�� C+����a�to�' a prit�ciga3 �ase of op�ra#.��ns b� ath�� th�r� in the �'�rt �port�-�Da�llas �te�ropo��.tan are� f rto��f ic��ian o� �he �on�r�c���' � a��fgr�mett� of l�cal �u�h�ri��r shalZ be ma8e in v�ritir,g �� �he �ngineer �r� md�ra�t�e of any avar�t on �h� pro�ect, �1� z►pp�opria��l� sigr��� and �eal��f as applic,�l�, b�► t�,� Car�t����oa�'� respor�a��7.� offi�er� ��t� �he x�r,�er��ar�d�.n� t�,a� �.hi� �rri��en a�signa��nt o� a+��k���rit� �n a 3���e� arepre��r��a�iv� sha��. beco�e �z�r� o�' the pra j��� �vn�ra�t as �I�ough ba�sn� dire���� into th� pa�oje�� do�uznent�. The �r�t�nt �f ti��se x�e�u£reraent� i�� tha� �II ma���rs as�oci�ted wit�, t1�e �on�r����r'� adm�.r��st�a��.ot�t whethes �t be �r�er�t�� �.r� �uar�h�xir�� the ��rk, �� o�h�r, be g��e�aned ��r�ct b�► �oca� �u�}��r�ty. �'k��s �ann� r�qufr��ent ia �mpos�d on it�suran�e aad su�e�� �ov��ag�. �ho�ld the �or�tr�ctor's loc�� re�res�atative �ail �� p�r�o�m �.a th� ����sf�ct�or� o� Eng�neer# �h� �ngi�e�r, at his �o�e �iscr��.�o�x, may ����n� �ha� su�ch 1o�a1 se����enta��v� be t`�p�,��ed �t�� t�e �n�ir��er m�g{ �� h�s �o�.� diacrett�n, #top ail wo�l� ur��i� � t�e�r lo�a� t�ut�ori�� ������actory to the �ngin�er �� assi�r��d, No ���dit �f �o�`�t�na� t�m� wi�� k�e f�r pe�io�s it� which �r�rk ��oppag�s aa�� in e��e�� �c�r tlx�s �e2►son, C3-�3 .�5 V�N�'�': '�Fer�ue of �ng ��t�ot� h�r�inund�r �h�ll be exc���iv�1y in �'arrant Countyt ��x�s. - �3�-3 �8 } PART � - G�NER2�L �0?�DIfiipNS C4-� SC4P� 0�` 4dOR�C ��C��O� �4�� ������ 0� w�R�C •- -.��.. ..,. , � , - C�-4.1 �i�TE�T 4F CQ�]TRA�T D��VAl�t��'�: �� fs th� d�ffn��e ���.e����rt n� ���Coat�ac� Do�utaent� t� p�avid� �ox a com�lete� u�se��1 pro��c� vrhich �he �or��r��to�e ur���rt�1€e� t� �on��ru�� or furn#.�h, ai� �,r� fuil cora�a�.iar�ce v�i�h �he requ�.�r�m�nts �nd �,nt�r�� o� �t�e Cor,�.ra�� Docu��nt�. �� i� d�f�txi�e�y ur�dereto�d that th� �or�trac�ax sh�l� c�� ��� �+o�lc as pr�rr��ed far �n the �orx��ea�t �o�u�raente. sh�l�. c�o �11. �xt�� ar sp��i�� w�r]t as may �e consi�e�e� by th� Dwn�r �,s nece�sa�y �o �o�pl�te the pro�ect �r� a ��ti��a�to��► �nd a�ceptab�e :nar�nex. '�h� �or��r��to� shal�� ur�],�ss otherwiae specitf�a�.ly st���� �.n thes� ��z�tract �o��rn�r�t$, ��rnfsh ��,� �.a�vr, t�o�s� mat�r��ls, m��Y�inery, eguipr��a�� s�ecial �ervic��, ��d i����eht��.s r��c��saz� �o t�e proseeution �€�d com��etion af tl�� projec�. �4-�4 . � SPECIA� �itOV'��SIDt�St Shauld ar�]r �,r�rk a�r �on��tion� which are not tho�ou�h��► ,�r�d satisfa�to�3�,y etigulated v� cav�r�d b�r ��ne�a1 or �����al Cor��#,t�on� �f ��e�� Contraa� �o��r����� be a�t��ipated� ��r �k�ouYrl �h�r� �� �ny �d��i��.�n�1 p�ropo�s�� �rork vrhi,ch is re�t aovere� bp �t��s� �or�tr��� 1�ocu�ne���, �.her� "Specia� �rovi�i�na" ���rerit�q a�� suc� wo�k w�1Y �� p��pa��d b�r �.he Dwn�r pr�v3.o�� �o th� t�r�e of �ce��i.vinc� bids or prvp�sals fo�c s�ck� work and �urr��sh�d to the �i,dder in the fara� �� Ac��er��a. A1�. snch "Sg�c�.�l Pro�rxs�.or��� �ha,�l b� cor►�i�ere� to l�e � part vf the �nntr��� D���me�nt� �ust ss �haugl� th�� were originally writt�n th�r�ir�. �4-4.3 Ii���tEAS�b O� ���1t�,A,��D QC�Ak�iTZT��?�: �"h� O�r��� ����r�re� th�gh� �o �lt�r t�e q�antitie� af th� w�ark �o be �er���rne� or tv �x��nd or shor�er� tl�e i�provemer�ts a�t �►r�� ���e wk�er� a€��1 as foun+� �c� 1�� r�eCe�s�ry, ar�� tl�e Cont�a�tor �h�l]. ��r��rm �h� vr�rk as al�����, in�re��e� or �ecre�sed �t th� uni� �r��es. �t�ch �n�r�a��d o� decr�a�ed t�u��t�t�► sha],t n�t b� �ore tha�n �5 pe��ent �f ��e �ontamp�a�ed guantit�r o� �uch �tem or itea►�, when su�h �h�rige� ina�a�se o� de�����e th� or���ri�� quan�i�.�r of �n�► ite�a ar �t�m� o� �rork �o be dor,e or �aterfa�� t� be �urnish�d b�r tl�e �� pe��e�� a� more, �h�n eftlner �arty to t�e contr�c� �h�ll upon w��t��� ��qu�st �o �k,e ath�r psr�y �e en�i.�l�d �� a� rev�.�ad consfde�atior� upor� tha� pox��.o� o� the �ra�ck �bave o� �eiow �he �5 pe�cer�� o� the orig�n�� q+�az��ity $ta��c� �r� the gropo���$ �uct� �ev�eed c��x��.��ra�io� �o b� daterrnined by �p��iai agre�nn��tt �r e� 2�er�tnafter provid�� for "�xtra ��rD�, * �]o aL�awar,�e +�i�l be �a�e for an� �k��flges i� anti�ipa�ec� prof�t� r��� sria�l �ucri �i�anq�� be cor�si�ere� a�s ��_� �l) ���v��g vr �n�a1�d���ng �n� ca�dit�ons or p�ovi�ions o� the Contract Doc�m�nts, Va���tio�� �� quant�ties of sa�it��� ��we� ��ges 'in depth ca��gories, s�all �� inte�p�et�� he��in as a����ing to th� o�rerall quantities or ��nitary ��w��r pi�e it� �a�h pipe six�, b�t r�ot to th� v�riou� dept� ca�.egorie�. C�-4 � 4 AL'�ERAT��N DF ����1�AC"� DO�C�M��'�S: Hy �ha�ge Ord��, th� Dwr�er �es���res �.k�e �ciqht ta r�al�e s�xch char�c�es �� t3�e Cont��,�� Do�um�n�.� at�� in �he ���,racter vr quant�t�e� of th� w�rS� �s may �� r�e�ess�3r� o� $�sirabls to ���ure comple��o� in th� rnost sati�fa�toar� ma�nex�, prov�d�d suckt �har�c��s c�a no� ad�t�e��a�ly alt�� �k�� o�i.g'�.na�. Contr��� �ocu�t���s �r �har,g� �he g�n�ra� nat�ar� vf the ��co j�ct �s a �ariol� . �u�� ��anqe� sh��.S. no� b� ���,�ide�ed �g wair�srig ��r ir�val��ating ar�� ��n�3i�ior� or g1Co�'ision �� the Cor�t�e��t Documer�ts. ��-4.5 �]C�RA �OR�: l�id�i��orial w'o]Ck rn2►de n�c�ssar�► k�y �har�ges artd a�,t�rations o� t�h� Cor�trac� �ocumer�ts or o� qu�r�titi�s t��' for oti��r reason� f�r whic� �o price� �re gr�v��e� i� the Cohtrac�. �]oc�r��r�ts, s�a3.� be defined as "Extr� �0�1�" �nd sha��]. �e g��r�ormec� !��► t��,e Cor,��r���or i.n a���a��an�e �rith �hese Cvrtt�ac� Do�u��ttts ar �pp�oved �dd�.��o�� �h�retop g�t�t�x�e�� ho�rev�r � t,ha� before an�► e�c��a �arl� �� b�gu� $"�h�r,+�e Drder" shall b� e���ut�d t�� �ari�t+�t� �rd�r iseu�� hy th� C��n�r to �o t�e worlc �oar p��'m�r�ts ar ���d�ts �� shaY1 �� d�term�n�d b� one �r rnar� ���nb�n��xos� o� the �ol.l.owis�� rn�th��s: a. �:7� T�nit bf� pr��� ��evious�y a�p�oved. Ar� r���ce�d ].ur�� sur�, c. The ac�uaX rea�onabl� cost o� {1) ��bo�, (�) rer�ta� �� �q�x�,pm�n� u�ed or� tk�� e�t�� wa�k f�r tk�e ��me �o us�d a� ]aisso�i��.�d �en�ra]. �oa�rac���ca of l�m��i�a �urrer�t et�uipme�t re�tal rat�s t t 3� mater�a� a enter��g pera�anent��► fr��o �h� �rv�ec�w �nt� {4� acte�al cos� of ir�eurar�ce, b�r�ds ��n� s�cial �ecuac�.��r e� de��arra��ed ��► �h� Dwner, p��ts a fi.�c�� �ee ��a be a��r�e�d upor� bu� no� �o ��c�ee� 10 ��� th� ���ual co�st o� such e���� work. fihe ��xed f�e �is not to ��c�ude �►r�y addit�or�a� pro�i� ta �h� �an�rac��ar fos re��a�� o� equipme,�t owaed b�► k�im an� u�ed far th� e�tr� w�rlc. Th� f�e �hall be fuLi ar�d complete �omgensation to �o�re� the ���� o�E suger�n�e�de��e# o�►erhead„ o��ex' p�oftt, genera� a n d a11 other �xg�er�� e�aot �n��.uded �n { 1 i, i��, ���, ��d ��} abnve. The Cor�tra�to� s�i��� ke�� accu�ate cc��t ��cor�s vn t�e ���m an� in th� �a��,k�a� �4—� ��l suggeste� by �he �w��r a�d �hal� gfve ��� ��ner acc�s� to a�� acc�un�s, bilYs� vouc��rs, �n3 �ecord� ��lati�g �o t�e ��tr� �ark. �� "Chan�� Ord�r" sha�1 be���e e�����i�e unti� f� ha� be�� approv�d ��� ����e� by each o� ��e ���t�a�ti�� p�rtfes* . �o c��im fo� �xtra �ork of an� k��� wi�� �� �llo�ed u�l��s ar�erad in �r���n�� �� the O�ner. In case a�y orders o� instr�cti�ns, �ith�r o�al �r ��it�ent ��p�ar �� ��e ���tr��tor to �n���v� �x�ra �o�� �o� which h� sho��� receiv� c��p�n�ation, �e ��all ma�� �ri��en reques� t� th� Enqi��er �as wri�t�� ar�ers �uthor���n� �uc� Ext�� �ork, priar ta �e���nfng �uch �ax�, ��ou�� a d�f�eren�e �rise es �o ��at d�es ar �oes nat constitute Extxa ��rk, �r �� to th� pa�ma�t thereo�, �nd th� ���ine�r 3n��sta n�on it� p�rfar�a��e� the Ca��ra���r eha�� p�oc��� with the �orl�'���e� maki�g writte� �e�ue�t f or �r����� orders and ��alY ke�p ari accurate ac�aunt o� �he �c�ua� r�aso�abl� ��s� thereo� as provi�ed und�r method (�t�m �1. Ciafms �or e�tra wark wt�� not �� �a�� �n�e�� th� �o�tr�c�o� shaYl ffle hi� cl�i� �i�h t�� Own�r withi� ��v� (5? �a�� befor� �h� ���e f nr rn�kt�� ��� �i�st est�m�t� a�ter $u�h work is do�� and un���s ��� c1��rn f� �uppar��3 �� �atisf�ctory vauch�rs �nd ����i�ie� p���a�ls co��r��g all l�bar a�d mat�r�a�� �xp�nd�d ugo� the s��� Sxtr� W�r�. Th� Contractor sha�� �urnish t�e �wnar such f�stallatf�n ���o��s �� a11 d�via�ians fro� th� orig�n�l ��nt�act Docurn��ts �� m�y be ne��ssar� to ena��e th� �wrier to pr�pare for per�aR�n� re�o�d � correated s�� o� �la�s �ho�irig th� a�t�a� ���ta�la��o�. �h� �am�eM�ation ag���� up�n �ar '��tr� wa��' w�e�h�r or no� ��i���ate� by a'�ha��e o�de�' sh�11 b� a ful�t ��mple�� and ����� paymen� �ofi a�� costs Co���act�r inc��� as a re�n�t �� rel��in� to �he ch�r�g� �r extra work, whe�h�r said �osts aze k�owr�, ur,lcri�vrr�, far��een or unfr��es�e� �,� th�� t�m�r �,flc].ad�,nc� without �im�t�tior�, a�r�� c���� f�r d��ay� �xter��e� av�rhe�d, �ipplo cr i,m�a��t �o�t, or a�� o�her eff�c� or� �h�ng�� oac uncriar�ged �vo�ck �r� a r��u�t or �h� ch�a�e or extr� v��rl�. C+�-�.� S��3E�UL� OF �PERA"T�bI�S: B�fa�e cornmericfr�g an�r worlc under tt�is cor�trsat, �i�e ��n�ra��o� st��ll �ubm�� t� �he Dvrr�er and r����,�re t�►e Dwrn�r' ��ppra�rax th�rea�, s"��k�ed��� o� Op�re�tions," �t���vi�c� by ���.�t�,ight Line m�����7 the d�te o�' c��am��cinc� and fini�h�r,g ���h a� th� rna jor elem�z�t� �f th� �orttract. There s�t�ll b� ��sa �Y�ow'rx the �s�f�at�� m�nthl}� �ost o� wark fv� �rhi�h �stim�te� ar� ta �� exp��t�d. �here � C4�� (3} s�a11 �e prese�t�� a��o a�om�osite g��ph sh��ing the antic�p�te� gr���es� o� ��nst�u���on with th� time b�ing ��ott ed �o���0���11y a�� th� per����age �� carnp��tion plat�ed ��r�ically. �he pr���es� cha��s �h��l �� p.r�pare� o� �-�f�" � 11" sh���s s�� at k�ss� ��v� �1s�� or blue 1��e ��i��� sha�� �� fur�ish�d �o t�� �w�er. C4-4.7 �RQ�RES� ����DU�ES �O� WATE� ��D SEW�� PLANT �A�xLZTIE�: Wit�i� ��ri �10} �s�� p�ior to �ubmis�i�� of ��rs� ��n�h�y grag�es� pa��e��, the ��nt�a�tvr �hall pr�pa�� �nd submi� ta t�e �wn�r fo� �pproval si� �op��s of i�e ��he�ul� in w�ic� t�e �o��r,���or propa��s to �ar�� �n ��e ��rk, the �at� �� ����h �e wi�X st�rt the s�veral m��o� act�viti�s iinclu���g ��a�ur�m�nt �� materia�s, p�ans, an� ��ux�rnentl ��d the contemp��t�� dates f�r ca�ple�in� th� sarn�. Th� �c��dule sha�l b� �n the �orm o� a t�me s�h�3u1� �ritica� Pa�h �e�ho� �CPM1 �e��o�� d�agram. As ��� w�rk pragre�s�s ���a� Co��r����r �k�a�l. e�x��r on th� dz,��ram t�he act�t�� pra�reas at the �n� o� e��h ��rti�,], p$yrn�nt period ar a� �u�t� it�terv�,�s 2�s �3i�e�te� }�� th� �r�g�neer. Th� Ca�x'�r��tor si�ali a�s� �e�i�� the e�b�du�.e t� refl.ect � any ����xstm�r��.� i� �o�t���t �ime approv�d by th� Er+�fr��e�. Three cogi�� �� �l�� update� s�he�u1� �hal� b� d�li�ered at suc4� inte�vals a�� e���ce�t�� ��r tt�� Owr�sr. As a m�nirnum� �h� cor�s�ru�tion �che�ul� sh��l ir�co�p��ate �1� vra�ci� e].ernent� ar�d acti.vi.ta.es a�r�dxc�t�d �in t�e ��cs��osa1 and i.�, �t�� tec�nical �p�c�.��ca��ons. �r�or �a t�e ��r��� dr�ft�ng o� the ��ta���t1 �os�#��u��i�€� �c��du�.e� the ��r����,c�az ��ts��. re��e� t3�� dr�ft ectte�ule w�.�l� �Y�� Er�gir��er �� en�u�� �k�e �ont��ctor's ur�derstan�in� a� the �ontract requi�emert��. �Y�� fo�Lowing gut��].tn�s �ha11 be ac�here� t�� itx pre�a��.�� th� �ons�ru�tiar� sc�ed�t�.e: a. �l�les�or�e d�tes ar�d �it�a� gra��c� �omp�et�on �a��� s�a�� �e develop�� �o c�n�vrm tn t�me �ot�s���int�, sequ�nc�ng r�qu�rett�en�� ��d comg�e�ian time. b. �he �or��truc�ion �ro�eea sha�.1 be ���rided �r��o �a���.vities v��th time du�ations af ap��oxiroat�]�y f our �ee �t ( 3�) da�r� and �or� �t�uct�an value� r�ot to e�c���d ��0����. Fabr�ca�,tan, d�liv�r�► sn� �ubm���al act�vities r�r� e��ep�for�� �o tk�fs gt�idel �ne. C�6�� � A � �. Dura�i�ns ����� be in calen��r d��� �nd �vr�al ho�i���� a�d ��a�hex �on��tians av�r ��� dur���on o� �he �on�ra�t s�a�� �e acco��ted fo� wfthin ��� �u�a��on o£ eac� ����vity. �. One critic�� �ath �ha�� �e ��own �n th� cons�ruction sche�ul�. �. F1�a� ���e is d����ed �s �he a�ount o� ��me be�w�e� the earliea� �t�r� ���e ��d t�� Iats�� s���t dats o� a c�ain o� �c��v�ti�s o� the G�M can�tru�tio� �����ule, �ioat time i� aat for �h� ���1�6i�e u�� a� b�nefi� o� efther the �a�tr�ctor or the Owner, f, Th�rt� �ay� eha�l b� uae� for �ub�it��� ������ unl��s oth�rwis� sp�ci�i�d. The co��tru��i�n ��hedul� sh��l a� a����mum be d���d�� �n�o �e�era� �ate�or�e� ae indicat�� �n �he �r�posal an� �ech�i�a1 5peci�ications an� each ��neral �$�egor� �h��l �e broken �awn into a�tiuities in �aoug� detsi� to sc��eve a�tivities o� a�pr�x�mate�� �aurteen f�A� d�ys �u���ion. �or each gene�a� �at��o�yt ��� co���ruot�o� �chedul� sha�1 id�n�i�� a�� tr�d�� o� subcontrac�� �hos� �ork �� ��prese���� by �c�ivi�fe� th�t fo�low ��� gufd��ines o� �his 5e���o�. Fo� �at� of t�e tra�e� or �ubcontract�� th�'�o��t����i�n sch�dule �hal� in�i���� ��� �a��pwing prto�u�em�nt�, co�struct�ori an� pr�a��e��anc� activi�fe� a�d �ve��s �ri t��ir log�ca� s��u�nce far equip��nt a�� m��erialg. 1. �repar�ti�� �ri� tra�s�itt�� o€ s�bm�tt���. �. Subrn�tt�� ��vi�� p�r�o�a. 3. �hop f�bric�t�vn ��d delivery. �. Erect�on or in�tal�a��on. 5. �raa�mittal af manufao�urer�s operatio� a�� ��i�t��a�ce �ns�ructian�. �, Ins�al��d equ�pm��� a�� mat�ri��s ��s���g. 7. Own��'s �p��a��� instruc��on ��f aggL���b���. 8, ����� ins�e���on. C�4�-�S ( � } 9. op�rat�on�l �estia�. ��0, F�na� �n�p��t�on. .. �f, in �h� �p�nt�n of ��e �wri�r�, �ork �c�omp�fs��d fall� �ehin� �ha� sc�ec3�l�d, �h� ��n�ra�tv� �hall tak� �u�h a����s� as n�ce�sar� �o impr�v� lti� grogress. �r� a��itioar ��e p�v��r r�a�► requir� the �antractar �o su�m�� � revf aed �3ch�duJ,e �emortstr�tir�g h�s prag�am �r�� pro�vsed pla�r �.� mak� up Yag �n s�h��u].��i prog�c��s ��►d �o �nsu�ce co�p�.e�ion �f tt�e wo�}c t�it�hi�t t�t� �t���ra�� ti��. �� tk�� Own�r find� th� �x�op�se8 pl�t� r�ot accep�able, he ma� req�ir� �he Car�����tnr to in��e�as� the �ro�l� ��r��, �he �t�s���ruc��on p],an.t an� equipm�nt# t�e r�uxnber o� worl� sh���s o�` �h� o�t`�r�irne aperations witl�ou� �t3dit,�or�a]. �a�t �a th� Ow���. Fa�lt�re o� �h� �antractor tn �omp�y wi�� t3�ese requirem�nt�s st�a�l b� cars�idere� c�rouands �oz c�e���m�n��ion �y ��e �wzxer that the �ontra��o� is failing ta pras��ute� th� worlr with such dilig�n�� a� wil� fn�ur� its compl�tion witt�fn the time spe����ed. . �A—� (G) . �, I , �•f • . - ' ` �+ ' .� , ' P�RT � � �E�ERAi� C�N�ITYD3�� C5-5 COt�'��OL OF W��t1� A�ID l�iA�'��t �AL S S�CTZ�� �5--5 ���iT�DL OF i�D�t�[ �N� MAT�R�ALS ���� . 3 A��`����TY �i� Ei�G����R; T�e �or1r �hal� �e ���fo�me� t�a the satisfa�t�on �� trie ���fneeae ar,d �� �tri�t ��mp�iar�ce w�th th� �on�r��t Da�ument�. 1�e �ha11 de��de all questior�� whi�h aris� a� to tl�e gua�it� ar�c� �cc�pta�b�li.�p of rn�t����i� furn���ed� wo�r)c p�r�or�a�c�{,. �s�� of g�oc�a�e�s of tY�e worl�, overa�.� aeq��nce of the c��n�t�u���or�, interpretatt�n of th� �or�traa� 1]ocumean��t ���eptable �u1�illm�r�� o� ��� coatrr�ct� ��r�pensa��c�n, m��a�� righ�s �e�weer� �aatr��tor an� �wner unc�er �he�� Con��a�t �]ocu�►ean��, sup��v�s�,�r� �t the �svrk� resumptior� af op��ratio�s# a�n� al� o�%�� q��st��n� oa� d�$putes �rhich ma� ar�se� Enyin�er �ri�.� r��t be r�spoas���e for �oatractor"� means, metho��# t��4�r��que�, ��querices or p�r�ce�du�ces of cor�st�'uc�i�n R or the e�,f�t�r pr�cautiori ar�d prog��m� �.nci�er�t �h�r�to. and h� rvi11 r�at be re�pon�ib�e �or �or�t�ac�or' � failure t� perfarm ti�� �rv�k in �ccnrdar�ae wit�O the c�r�tr��t �o�ua��n�s. . _ � . . , - - . , , 8e �ha�� �et�r��n� the �maun� �n� qt��Yfty �f the v�ork c��p��+te� and mater��],� furr�i��ed, and hi� de��s�.a��a ar,cl ���„ima,�k�s �hali b� f �n�l . ��� ��ti�a�es in �u�h �vant� �ri��l �e a� �c�r��i��ian to tt�e� rig2,t of �t�� �on�arac�o� �o r�c��ve ��r�ey dr�� �iru ur�de�e �he �oatract. The ��tner •sh��Y h��►e �a��c��i�r� �uthorit�r to er�farc� a�� ma1c� e�#ec�ive su�t� n�c��s�r�r d��i�,ion� �nd c�rd��� as t�� �or,�r���or �ail� to ca���► out prorngtly. �n th� �ver�t o� �n�r �i$�u,�� �etwe�n the En�ir���r and �or�tractor over tha ��cisi�� of the E�gir�eer �n ar�� �uch ���t�rs, �t�e �r,g�r�eer �a�st# v�ithin � �easonab2e ��me+ u�on writ�en ��ues� �� t�xe �on�r�ctor, render �t�d d�lirrer �a both the Owner an� Co�nt��ctar, a wri�tx�n dsai�f,or� o� ��,� m���s� ir� co���overay. C5-�.� �ONF�RMYTY �+T�T� P�AI�a: '!.`he �it�i��1�$ pro�evt �n �►xl �as�s sk�al� �on��rm w �h � r,es# �ra8es, �ro����e�t�o��, fi.r��.skt, �nd 8imen�ians aho�rr� on th� pf�r�s ar �n� �th�r rec�u����er��� o����w�se �e����bed ir, �he �or��re�� �o�uru�r���. A�� �eviat�or� from tk�e app�r�r��c1 �onkra�t Docwaen�$ r�g�tire� �� tl�e �r�q��e�r �ur�ng caastru��ion ��•1� �n all c���s �e ��term�,�ed by �he E�g�ne�� and �ut�o�i�ed by the Dwr�er �y C�anc�e Ord�r, C��-5 i.l � C��S.3 ��O��xNA�I�� 0� �pN�R�C� DDC�M��TS: �he CoR����� ���uments ar� ��de �p of se�eral s�ctions� which, t��e� ,t�g �th ��� ��� i��en�e� �o �escri�� ��d provide f�� � �o�pl�te an� us�€u� pr�je�t, an� a�� �eq���e�e�ts ap�earin� f� o�� o� -- � �he �e�tions. i�_ a� �i�.d.i�g_es�_..tho�gh �it �c�t�rred �.rs aL�, se�tions. I�x cas� �� discrepan��e�, figu�r�d d�,�e�sion �h�ll garr��n �ver sca�.ed c�i��ne#�a�s, p�ar�s sria�l gov�rrt o�er speci�fcat�or��, specia�. coa�iiti�r�s �Y�all gaverrt o�r�� general condi�x�s�� a�d standard s�e�if��at��ns, �►[�d quant��f�� �?���r� �� �h� plan� sk��ll gov��rn over tt�ose �hown in trie p�eo�osa� . "�h� C�r�t���to� �sktall not t�ke adva�tt�g� a� a€��r agparent error or or�is9ion fr� th� Cont�r��t �ncuments, ttnd the Owner �ha�,� b� �erm�tted t� m�k� such ���re���ior�� or interpr�tatians as �y b� deerrked ttec��sary far t3�� ���f��],�ent v� �he ���.er�t of the Contra�t Doc����ts. In �lx� �ve�� tt�� Go��tra�to� di��orrer� an agp��r�r�� e�ror o� ���cr�pancy, he s���l immec�#,a�e�� �all this �ond�ti�n to the ��ten�io�► �� the �ng��►�er. �n the e�r�nt �f a can�lict in th� dr�wfngs, sp��i£ic��.��na, o�' oth�r pvrtior�� of t�e ��r��.ract Docut��t�t� r�rhic� w�re nat repo�te� g�ei�r �o the �+�a�rd af C�r�tr���{ ��te �on�ract�r e}��1], �� �I�eme�3 to have qu�te� the mast e�cg�r��ive r�aaluti�n a� t�e ��r��li��. �*�-5.4 CO�P�RATI�� 0�' �Q�T�A�TO1�; Tl�� ��r�tract�r w311 �� furnished wi�h �t�r�e g�ts �f t#�� �o���ract I�o�urner��s and �1iall hav� a�ra�.lak�l� ar� th� si�e of ��ie pr�j�ct �t a��� t,im�s on� �e� of �suc�t Co���a�t �ocum�r�t�� � The �o�tt�act �hal� give to t�,� wark tY�e co�is�ant atteation r����ss��y �o ���il���.�� �he p�rogress �k�e���af ana �5Y��1� cc�opera�e w�.�h the �ng���er� hia ir��p���or, ar,� o�h�r �o�n��a����� �n eve�c� �o�s�ble vra�. �he �a�xtra�toF eha�], at �1� �,�.rnes hav� �o�npet�nt per�or�r�e� a��t��lable �,o t�h� p�o��ct ��te �oz pr�p�r ��r�arrnar�c� o� �h� �to�k, T�e �o�trac�or ��a�� p�avide and ma�r�ta��� a� a11 t���� at �h�� ���e o� �he p���ect � �omp�t�nt, �ng�lish-sp�a3�in� ��p�r�.ntez���nt a�d �h �ssi��ant �tho ��re full� �ut3�ox'ix�d ta a�� a� the �antra�t�v�' a�ger,� or, �h� wo�c�s. Su�ix �ugerint�nder�t �nd his ae�ista�� �h��.�. b� �apable o� re�d�.�g anrl unde�cs�andi.�g �fne Corttract I�oc�ments a�� sha�7. �e�eirre an� �+�1�iZ], �.ns��u��irxns �rom the �wn��c, �he Er,g�n�er, aa� hf� �►uthc�zal�e� r�pr���r������re�, Purs��,r�t ta t�is respo�t�ib�la��y o� ��� �on��ac�o�r f t3�e �ox�tr�ctor �hall �esiga��e i� wr��ing to the proje�t �ug��int�r�det�t, to a�� �a the �o���ea�ct�r' s age�tt vrx �rie wvrk. �uc3� ass3�ta�t prc� j�c� sugeri�t�nd�n� sha11 be a re�iden� o� '�err�nt �c�unt�rf �exa� �nd ahall be subaect t� aal�.rt as f� t�� proj�c� ��ape��n�ea�er�t, �t �ny ��.m� o� tri� day or nigh� o� ar,� day of �t�� �reek on which the �ngir��ea� r�e�e�'u��.r��� �h�►�, ctrcuats�anc�� �equire �h� p����nc� on ti�e proj�at sft� �� a re��e�����tive o� the Contractt�r to �5-5 ��� ���q��t�X� �r�vfde fo� �h� sa�e�y �� c�n����en�� of ��� ��a�el�ng pu�lic or �he ow�e�� a� g��per�y a��o�� w�ich th� p�pj�ct ex��nds or the s�f�ty of p�ag�rty �ant��uous t� t�e pr���ct �o�ti�g. ' The �o�tr��t�r ���1� provide�a�l���ai�i�ies��o �nable t�� �ngi�e�r �n� hi� i��pe�tor ta ex�mine and ��spe�t th� workms��hip e�d ��i��i$1s e�tari�g into �h� work, C5-�.5 �M���E�CY A�D/O� �E�T��I�#T��N W�R�: �henF �n the og���an �f ��e O��e� or E�gfneer, � c��d���o� o� ern�r���cy �xfs�� r�la�ed �o ��� part of �he woxk, ��e Con����to�, ox t�e �on��actoF �hrough �i� d��ig�a�ed repr�se��a����, shaiX re�pon� �itri dtspatc� to ��erbal reque�� mad� b� the O�vn�r or E��in�er to all��iate t�e em�rge�c� condi�io�, Such a re.�ponse ��a11 occ�r dsy or �i�ht, ���th�r the pr�je�t is s�hedu��� on a c�l�n3a���a� or on a w�rkifl�T�a� �asis. �ha��� t�e ���tract�r fai� to re�pond �o a re�uest from ths ���in�er ta r��ti�� ��y dis�r�pan�i��, o�i�sioas# or �o�r�ct�o�s �e�essa�y �o con�ar� �ith �he requx�e�e��s o� t�� project ap�����ca���ns or p�a��, the E�gi�ee� �ha1Y gi�� �he ��ntrac�o� w�it�en notice that such wark or c�a��es are ta be per��r�ed, ��e �rft��� notice �ha�l �ir�ct attentio� �o the discr�p��� cb�ditian a�� request the �ontrac�ar t0 ��1�e r�rte�i�l a���o� �� c�rrect the c�n��t�o�� T� th� ev�nt t�e �antra��or �o�s �ot �ak� pas��i�� s�ep� �o fuYfiY� th�s. wr�tte� xe��e�t, or does �ot ��ow �u�� cau�� �o� �ot t$�in� �he prapez ac��a�, �it�i� �� hou�s, ��e ��ty ��y �a�e suc� r���d�a� e��io� wi�h C�t� �oz�es o� b� ������c�, �rie �it� s�a�� t�en d��u�t a� a�ount �qua� ta the ���i.�� cos�� �o� �u�� �emedial ac�ion� ���a �S�f fr�m a�y fu�d� d�� ��e �o��r���or o� t�e proje��. �5��.� FIEL� OFFI�E: Th� ��ntr�c��r 6ha�� pr�vf�e, �t n� e���a �aro�ensa��o�, a� ad�q�ate �iel� off�ce �or use �� t�� Eng�neer� �� spe��f��slly ��11�� £or. The �i�1d �����e �ha�l be nat ��ss ���n 10 b� 1� �eet 3� �loor arear �ub�tan�i�1�� ca�s�ru�ted, w�l� �ea��d, ��r c�ndit�o��d, l�gh�ed, a�d w�athe��gro�ft �� t�at d��um���s ��1� �o� be dam�ged b� th� elern�n��. ��-5.7 CO�STR���ION STAK��: �he Cit�� throu�h it� ���i�eer� wil� furni�h the �o��r�ct�� w��h ��� �i��s, g��de�* an� �easur���nts �e��s�ary �o t�e �rope� pro��cution ��d cv��rol o� the war� con�ra�t�d f�r un�er th�se �antrac� �v�ument�� ��d 1i�es, gra�e� aad rn�asur�meat$ ���Z b� est���i$hed by ����s �� stake� or other cu��oma�� �e�hod o� �ar�ing a� ma� b� f v��d �o�sisten� w�t� ��od pra����e. . ���5 {3� T��se ata�es or mar ��n�s s�a�� be s�� �uf�ici�nt�y in advari�e of �onst����ion operatia�s �o a�o�d d�la�. Suc� s�a�e� or maxk�ngs �s m�y be ��ta�l�s��d fa� th� �o�tractor's �se o� �uidance �ha�� b� pr�se��e3 �� ��e ��n�r�ctor unti� h� �s �uthoz�z�� by the_ E�gia���_�o.. �_�mave. them. i+?h�r�e�xe�, in t�e �pintar� o� th� Engi�t�er� �ny �takes or rnarl��.n�s k�ays ��en ��areYessl� o�' wi�,��u�l� �e�t�ro�e�lr �E�s�ur�edr vr r�mo�red b� �t�e �ontra�tor ox' arty of his emplay�e�� tl�� fu�,l �o�t �f regl�cfa+� �u�h ���lt�s or marks plu� �5� w��l b� ct�arg�d �g�ins� tl�� �ontra��o�, ar�� �he �u�.�. a���r�� w�ll �� detiucted ��om payrnant �u� t�� �o�x�r�►c�4�. � � �- 5 . 8 � A�1'�i3�RITY A�n AU���� �k' ��TY �i�s�E�TORS : �i��► Ir�sp�c��rs �rr�ll b� authori�ed to fnsp�ct a].1 +�ork don� and �� b� �oz�� �nd e�l mat�ria�s �e�rnish�d. ��ct� insp�ctfon may �xtend to a11 or ar�y ���� of �h� wox'1�, �r�d t3�e ��'�psra��or� �r rttanu�a��u�'�,r�g vf th� mate�fa�s t� b� �s�d or eguipmen� to t�e �,rr����.l,ed_ A City �n�p�ctor may be statfon�� �n the work �a �r�port, to t�ie Er�g.��ee� a� to the p�og�ess o� tt�e �rark ar�c� ttte mann�r ir� which it i� �ea.r�q pe�foxm�d, �� repo�t� ar�� �vider�c� �ha� th� ma�e�ia�s bei�� f�,rr�is��d or �h� work t��in� ��rf�rm�d b�* �he �on�ractor �as1s to f�lfi�l th� ��c�uirements of �i�� Cantract� bact�m�nt�, ar�d ta ca��. the at���tion �� the �or�tr�cto� to aa�► such �a�lux'� o�r o�he�' ix���e���em��xt�. &uch �r��p��tion ar lac1� o� in�pec�ior� wi]�x aot r�xiev� th� Contr�actar from �r��► ob��ga��on �o ��r���m t�,� +wa�k �s� a�cordan�e with th� ��r�uirem�n�s oi� the �ontrac� ��c�m�nt�. Ya ca�e a� �ny dis�s�te a,�i�ing ��tween t�e �arttra�tor �n� the �ity Irtspectar as �o t�he ma���i.a�s oa� �quipm�nt f��nishe�l or th� mar�r�er af p�r�orming ��� wo��C� t�t� City �n����tor wi�]� txa�� au�horit� to reje�� m�►t����1� �r equi�m�n� to sta�pend wo�k un�.a,l �h� quest�on at issue can be referred t� $nd t�e decide� �}� �3�� �t�g�.r�e�r. �"i�e C�ty' ����ector wiY� �o�� h�w��e�f t�� su�ho�i��d to r�v�k�, al���f er�Yarge, or r�ieas� a�n� ��qx�iremer,t �f �hes� C�r�t�ac� Dacuments, nor to �p�rove or ac��pt any po�tfon or s�ctior� of �he �ork, nar ta iss�e a�n�r ir�st�ruc��ons �o�3trary t� the �e�quirement� �� the ��rt��r��� Do�umen�s. S� �f �Y in r�� caae ��t as �uperir�t�ndar,t o�r �o�c�tnan or per�o�cm an� ot�er duti�s �ox� the �on��ra��a�c� �r �r��e�fer� with tk�e �dat��ge�ner�t �r operat�,�n o� t�te wark. �� wi1]. ❑at ac�ept from t�,� �or��ra�c�or ar�y �arop��t�ati�� �,n aay forrn far perfar�ning aa�r d���e�. �1�� Cor�tra�to� s�al� r�gar� ar�d o��� �he di�r����.or�s and ir�s�����.i�on� o� t�t� C�t�► ���pector or �r�ginee� when the saro� a�e cansf�te�a� w#�h �he obl��ations �f th� ��r��ra�t Dv�um��,�$, ��ovtded, i�owever, �i�vu�d t�h� Cont�ra�to� ob�e�� to �ny o�rd��'s or $nstruc�ion� of �ne �it�' �n�g�cto�r the Con��a��o� �aa� v�a�thi� sf� �ays m�f�e wri���n app�a� �o th� 1:nginee� ��r k��s �eci�i�n o�n th� m��.�e� in ���t�rov�rsy. CS�� (4} C��S.9 IN�PE�TY��; ��� �o�trac�ar ��a�X furni�h ��e En�in�er w��� ��e�y reasona��e facilft� ��r a�ce��ain��� wh�ther or not t�� ���k �s perfvr��� �$ �� accordance wi�� the ��qu�r���n�s a� �h� �o��rac� DacuR►�n�s. I� the Engine�r so �eq����sf �h� �antrscto� s���l, at �n� �i�e bef�re $ccepta��e o� ��e wor�, r�move� or� u�co��� eu�� �o����n- of th� �ini�h�d wo�k �s rn�y be d���c��d, A�ter ex�mi��,tion, the �ontra�t�r e�ia31 �es�o�re sa�d por��ons of �h� work to t�� sta��ard required ��► ��e �or�tra�t Da�u�nent��, S3�oulc� t�e w��rlc ex�osed or e�amined prav� acc�pta�le, �h� ttnco�r�r�,r�g �a� rer�o�irig ar�d replac,�n� o� the �orr�rinq a� �a��.ng g�o� of the parts removed �h��l be pa�,d �or a� �xtr� work, b�� �l�at�l� b� worSt so �xpose� or ex�a��,r�ed g�ove to be x�nac�ep��b�� � th� uncaverir�g or r�rnov�rtg a�d tk►� ��p�.a��r►g c�f all adj���nt �efectiva ar �a�age� par�a �hall �e a� �he cor�tra�to�c' �s ea���ens�, t�o �nrk ehrii�l be dor�e o� ����ria�.� �aed witho�� �su�.�,abl� �up�rvision or , 3�s�e���ox�. - _ . �5-5 , � � ItS�fOVAL �F DEF�CT��� AND �Jl��I.U�'BdR��SD �+Q�RK: A,�.� �aork r rnat�rialst or eqr��p�e�� wh��h �as b��n r��ected shall b� ���nedied ar r�maved �nd r����ce� i� at� �cc�gtable �a��tr�er 1��► �he Cantra�t�r �t �fs a�an exper�se, �Jorl� ti��e be�r�ntl �Y�� �i,r�es ar�d g�cad�� g��►en o�r a� �sho�� o❑ t#�� pYa�a, ex�ept �� h�r�in sp�cifica���r pravfd�dw vr ��y �xtra �ark dar�e wit#�out �r�itter� a�tho�r�,t�, will be �o�s�.r3�z�d a� x�r�authorfz�� and �ane �t ti�e e�rpen�� of tt�e Ca€�t�r���.oar �,n� ��.�7. not �e pafd �o� ��► th� �w�ier . �or� so dos�e ma� be ord�r�� r�m�v�� at t�� �ox�t�rac���'� ����r��e. Upo� �h� f���,ure cn th� part of th� Cor��.ra�t�� to �omp�� wi�� �ny or�er af ti�� Er�gir�o�r rnade ur�d�r �he pr�vis�ons of ��tis p��a�r�p1�, th� Er��i�e�r w'il� hav� th� �u�h��ity �� �au�e d����t�ve work to he rern��fe� �r reu�oved anc� r�plac�d aa� un�u�horiz�� wo�]t tn be r�m�tred, srid the cast �h����f r��� b� ���u�te� frc�m any �one�r �ue or to b��orne �ue �o th� �on�r�ctar. Fai�ure to regu�re the r�m�val o�E aa��► d�f��tive o�c u�r�au�har�zed �+or�C sha�l txot coz�s��,��te �c�eptan�� of �n�h woacks. C5��.1� 9II�ST�TUTE �lATE�tIALS OR E�U�PM���': �� the Spe�f�i,���iot�s� ��.w f�rdin�ace f codes o� reg���tions �p���f t G�r�tra���r to furt�iah or use ��ubstitute th�t i� ���a� t� �s��► rna�erial or �quipm�r�t �pe�ifie�* a�� if Cor�tract�r �igi�e� �o ��rnisri ar u�e e prog���� subs�ftute. he sha�lt pr�or to the p�r�co�ts��uc�for� co��e�er�ce� �n�ke �rr�����x aQplicat�on to �t�G��EE�t for approrrai �f �uch �u��titut� �er��fy��t�c� i,n v��itfr�g th�� �he pro�oee� �ub��ftut� wi�� perfor�r ��equat�l� the fun�t,ior�s �e�1ed �o� b�► the genera� desig�� be simil�r t�n� o� eg+sa� �t�bs�z►n�e to tha� speci�ied an� b� ��ite� �o t4�e sam� uae and capabl� p� pez��ornai�n� �he eama ��zn�t�on �s �ha� speci����; ��8 i8er�tif��.�g e].1 v��ia►tioa$ o� ��� prapos�� C5-� �5} s�bs��tu�� �rom t�at spec��ie3 an� i�di�a�i�g a���1ab�� ��inteaan�e ���vic�. �o su�stit�k� shall be ordere� �r �ns�a���� �ith�ut trie wr�t�en ap��o�a1 0� E�gin��� w�o will �e the �u�ge a� ��� equa�it� and �ay ����u�re �an�ractar to f�rn��h such other �a�� a���t��th� p�op���� su�s�����e a� �� con�i�ers pertine�t. �o �u�stit�te ah��l be �rd���� or ins�a�le� w�thou� s�c� �er���ma�ce g�aran�ee �n� bo��s �s Owne� ma� �eq��re which sh��� b� �ur��ahe� �� ���t�ac�or'� �xpens�. C���rac�or sha�� i�d�mnify and h�ld ha�ml�ss Ow�e� an� ��gi��e� and a����e dire�t�� o� #ndirectl� emp�o�e� �� e��her a� them fr�� and �g����� �he ���imst ��mag�s� l�sses �nd ex�en��s ��n��udi�� ���o����s �ees) �r��i�� �ut o� t�e ��e of subst�tut�d materia�� or �guip��nt. �5-5 . �� SA?�iPT,�� AN� �'ESTS DR [�ATERIA��: #Qhe�e# f17 ��e opin�or� of �he Er�g�neer f or �� c�li�� �or �n �he �ot���ra�� Doct�ra�r�ts, t��ts of m�t�ria�s �r �c�uipmer�� a�e r��ces���y, �u�lx ��s�s �rflY b� m.a�� at the e�cp�nse �� �t��, ��id for d�r�ct to �he t�stxr�g ac�en�� �y �he O+an,ez un�eas otherw�ee �p��i€i�a�.ly provided, The €ailu�e of t�e �ws���e ��o ma1�e aay tests o� materi$�s si��ll �� 3.� �►v �ay �a�i�ve t1�� Co�xt�actar �,� his re�pan�fbf�,fty c�� f�r�tishing m�te�f�Z� ar�� �quipm��tt fu�.],�► ��n�ora���q to t�he reqx�irernen�s of �h� �o�t�act D���m�nts. Tes�.� �nd s�qn��ing o� mat���als, unles� o�herwrfse ��pec��i�a, �vi].� 1�� made �n a�card�tt�e �r�th t�e l�test ���t�a�� pres���bed b� �h� Am�ri,caz� Socie��► �or Tes��.ng Q�at�rf a].� aa� ��x��if i� ��qui�rem�r�ts �� t�e Owner, '�h� �or�tract�r sh��l p�'ov�.de su�k� ���i����i,es as �k�e Eng�ne�r �ay r�qufre �or c��.���ti,r�q �r�d f���rard�n� ��,mpJ,es �,r�d shal� ri�t� �ithout sp��ifi� writ��n g�tmiss�or� of the Er�g�.n��ar� �se �.k�e �naterials represen�e� by t�x� �amples t�ati.� �e��s hav� �e�n ma�� an�3 �he ma��ria�� approv�� ���c �zs�. �1�� �or�tract�r wil� furaisk� �d,equ��,� ���agle� wi�hou� chaa�ge to �he �rne�. II1 �.'�S� �� ��l�C����R ��1�1 $�GJ��Cj��28� ��$1C�IX ID���,�11i,lXS'4r �,Il� �tl� rn�,���q an� �r�asporting equ��rn�nt� sha],� be app�roved �� �he Eng�r�ee� b�fo�ce ��y' cancret� is �l�c�d, �nd the �or�t�c�,or s�all b� re�por�$�b�� �o� r�p�acin� any cor��rete uthi�h do�s not �eet �lxe �equ��ceraan�� �f t�,e �aat�a�� �nc�rn�r�ts. T�a�s sh�il �e �►ad� at rea�t 9�a�s pr�o� �o t�i� gla�irig of cor��r���, us�.rig �amp�e� -fro� the ��m� �rgg�eeg��e, cern�r�t� �n� m�rtar whi�� a�re to be u�ed Y�te� 3n tlx� aoncrete .�ho�l� �he �o�rce o� suppl�► �t�ange, �ne�r tests shall �e mac�� gr�o�r �o the u�e o� t�e �ew materia�.s. C�-5.�3 ST�3�A�E OF MA�`�RIAL�: A�1 mate�i�ls �*hic1� �,r� t� b� us�d �,r� the con�t�u�tf an op�r�,t�o� �ha11 1�� e�,ored �o a� to in�ur� ��� �r�servati�or� �� trie qualtty ,nnd fitnes� �� �t�� ��rlc. F�l��� dfre�te� by th� Enc��,s��e�, �.hey �hal� b� placed or� wo�den p� a�f orrn� or ott��r h�r�, �1e�r� �u�ra�7.� ��t�r��ces ar�d aat on the C5�-5 ( 6 ) gro�nd, a�� shall be p���ed u��er cov�r whe� dfrec�ed. Stor�� m����ia�� ��a�� b� placed ��d �a�ated �� as to faci����t� gromp� insp�ct�o�. ��-5.1� ���ST�N� ST��C��RES A�� �T�L��IES: The �acatfo� snd �ir��a��,ar�s �hawrt� �o� �l�� ���r�s �ee���i�� ��o e�c�s�,�n� uti�i�.�es ar� ba��d on �h� #est, �nfvrm���.�n available. Omissior, �rom, �r �h� inclusfor� af �a�i�it��r lo��tions �a the Pi�n� �s not to �e �ansfde�rs� as �k�� r�or�e�ciate��e o�, ar a�e��.�it� l�catiar� of, ��cisting un���gr�und utili���s, Tl�e loc��fnn a� m�r�y ga� m�in�� wa�er main�� condui.ts� s�w��c ],�nes �n� gervi�� lfr��� f�r aX� u�iii�i.es, e�t�., is unl�rxowr� �o tk�e Owner, ar�d the Owr�er ���um�s no res�onsi�i�it� fo�c ���lua�e �o �show any o� a1.1 �uch st�ru��ur�s and ut�].itfe� on the p��cr�� ar �o �a�ow �hem ir� �heir e�ca�t� 1�ca�.for�. �t i� mutu��,�y �gre�� tha� s�ch faa.�ure mi�3 not �� c�ns�dered sn�ficie�t ba$i� for �l��.rn� for addit��r��t� compensat�or� �or E�tra wark or �oa� �r►��easiag �h� paY q�anti��.�s a.n x�n�► manne�r what�oev�r, unl�as �n ab�t�u�tior, �nc�ut��ere� i� such a� to nec�ssi�ate chang�s i� the lir��s and gra�i��� o� c�r�sidear���� �a�ni�ude or r�quir�� �he �ui��ing o� �geci�l �roric�, p�r�rr��ion for �hich is t�ot r��de ir� the C���ract Dacum�n��� ir� �rhi�h cas� �he provision in �t��a� �or�tra�� �ocu�men#.s fa�r Extra W��� $�a��. appl}►. �t �hal� b� t1�e Cor�tractor� r��p�r,si.lail�t�► �o v�rif�► lo�a��lor�s a� ad�a�er�� a�nd�or canf�fcting u��,lit�e� �u��icier,��y in �d�rance af cor�s�ruc�ior� ir� ��de� �ha� he may neg�atiate �uch lo�a� adju�trnente 2t� �e�essary �.n the cor�st�u��ior► �ro��ss t� �rovi�e ��eguate c��sr�n��s. �h� �or��r�ctar �haY1 ta��[e all n�ce���r}� gr��aut�or�s irt o�der to �ro��ct a1� �xi�ting u��i�it�.est str��tur�s �nd s�rvice 13r���. V��ification o� exist�,nq u�f�fties� st�u��ures and s�r���e 1�.a�e� sh�lY �r�clud� �otif icatiax� o� a�ll ut���ty corn�an�es at ��a�t �crty etg4�t (�8� hour� �.� �c3nar�c� �� cor�tstructfan iacln�i�g e�p�oa���o�'�[ �xcar�a��iart �.� �aec��sar�. A11� verffi�at�on �� exist��� �t��],it�es and t�ei�c a��uatrnent �k�al� �e �on�kd���� as su���d��,ry �rork, ���5.15 INTERRC��TION OF �ERVY�E: �. r�orm��. �r��e�utinnz �n �he r��orma� p�o���tu�on �� x�ark wk��re the #.tx�er��pti�rt of �e�vice is ne��s����r� the Cantra���r, a�t least �4 ha�r� in a►dvaa�er sha�.l b� ��guired to� 1. �latify tk�e �Ia��r Departm�r��' � �istribnti�r� �iv�.si�n �� �o ].oc��i,�n, �f.aae. a�� ache��tle o� �aervice int�rr�ptian. �5-5 ('� ) �. �ati�p ea�h cus�amer p�rsonal�� ��sponsible pers�ri�e� a� to t�rne ��d o� ��� ���errup��on a� the�s s�rvfca, thro��� �ched��� or 3. �n �he�e���� ���� per���a� �ot��'icat�o� of a �u�tn�er cannot be mad�, a�r�gare� tag form �h��� b� at�a�h�d to t�e cus�omerra e��ran�� door kna�. The ta� ��all �e durabl� rn �ornpos�tlon� an� in Zarg� ���d type sha�l s�y: *�DT��E" Due t� U�i11t� Imp�o��me�t in yon� neigh�ashoo�, ��u� [�a��rl {s�wer� ser�ic� wf�� �e int�r- ru�t�� �n � �etwee� th� hour� a# a�d , This in�o�ve�fenc� w�l� be as shart �s pas��ble. T���k y�u, � ��n�rac��r � A�dres� ��a�e b. �m��q����: �� the ��ent t��t �� u�f�r�s�en ��rvice i�t�rr�pt��� o���rs, na���e aha�� he as abovert�uk imm�dia��. C5�5,�� M�'�`LiAL Fk�5�0�]��SY�,I�"Y OF ��NT�ACTD��: If, th��u�h ac�� o� �xe��.e�t �n �he p��t o� th� �or�t�acto�r, �r�p ott��r �o�tr�c�or o� ��t� �xxb-��r�t����o�' �hall suffer �o�� or darnac�� on the worlt, tl�e Cor��ractar �qree� to �et�le �rith suc� ��h�r Cor�t�acta�r or ��b-cort�r�ctor ��r ag���m�nt �� r�acbi�ratio�. �f s�ch o�h��r �oatra��or �r �ub-contractor sha1� asser� ��y �Zairn �g a� na� ��e �wne.�r or� acco�t�� o� any damage a�Ze�e� to ���re b��n su��ained, the Dwr�e� ��11 r��tify' th� Contr��tar ��+�rh� shal� �ndemni�,y �nd �av� k�a�m�,e�� �lxe O�r�rr►er �ga�nst ar�p ���h clairn. - C5 �S .�.7 CLEA�-�J�; G�e�n-�ug �f surp�.�xs �nd��r rr��ste �t��ia�s accumu�a��� on �i�e jo� �i�.e d��irig �h� proe�cuti�n o� �he work ur�der these Co�tract Dncumen�,� si�al�, �e �c�vmpli�h�c� �n ����ir�c� with �► dail�► rou�ine e�tab�i�hed tv the �1�e s��is�actfar� of t�xe �ng�.n�er. �wer�t�-four� fours aft�r �r�tten r�oti�� is �iv�r� to tt�e Cor+��a���� ��at �h� �l��n-�xp o�n �he jo� sit� 3� pro�eedinc� in a�a�z�r��r uns�ti��ac�o�ey to the Er�gir�e�r. �f �he �or�tractox �a�l,� �o c�rr��� the �5-� (B1 � un�at�sfactory pr�c�d�r�t th� �i�y m�� �ak� st�ck� c�ire�t actaor, as t�t� Enginee� d��rns �p��opriat� to correct th� cl�ar�-u� d�fic3�n�i.e� ���ec� to �h� �c�n�rac��o� �,r� �h� writt�� r����ce, ar�d th� cos�� o� suc� �ir�c� ac�i��nr p�us ��� �f �u�i� ��stsr �ha�l �� c��duc�ed ��om ra�nie� dt�e or �� be�ame ��e t� ��� Contra�t��. " U�on �h� �om��.e���n of the proje�� �� � wl�ol.� as covet�� 3�y� thes� C�r�tra�t Dv�x�m�nta, ar�d b�f�re fina�. a►cceptan�� and f�,�a�. ���m�n� �ill be rna�e, th� �antr���or �t�ail ��ean ar�� �'ernove ��om th� ��i�e �� �h� pro�e�t all surgl�s and discarded ��t�rials, ��r�po��t'y' s��u�t�res� and d�bris o� ev��y' kin�. He s��Y� le�ve �he s�t� of a�� w�rk ir� a ne$t �n� orc����y co���tion ��ua� to th�� whi�h O�ll�lh���,� �xfs���. �urp��s �nd waste m�terials ��mov�d �zom �he ��.�e o� �h� w��k sha11 b� disgos�c� o� at lo�����ns ���is�ac�o�� �� the �ngin�er. The �on������r sha�l tl�oron�h�y �].�an �],� e�t�i��er�t and mat�ria].s ir�s���le3 b� hirn ar�d sha11 deliver o�r�r �ucri rns��ri,a�s �r�d ec����am�nt in a b�igh�, �lear►, polished ar�� �t�� appea�r�r�� �or�dition. t�a �xtra �ompensat€o� �i�� be made to the Co,n�x���t��c �or a�� �i�an�up requ�xed on t�e pro�ect. ��-5,�.8 FIi�AL IiV�PE���O�]: i+�h�n��*�� t�e w�r1[ ��o�►�d��l �o� �� ar�d cont�mp.��te� ttr�t � �i�� �ontra�t Dac�meats has b�en satisfa�tori�y complet�� an� fina� cY�an�g per�ara�e3, �h� En��r��er wi�,�, rto�i�y �he p�oper of��.�fals of t�e Dwrier �nc� �eeq��st tk��� th� F�r�a1 i�,sgect�or� b� rna�e. �t�c�, insp��t�oa wi�� b� ma�e w��hir� ].0 ���►�s ����x' �uc3� not�f icat#on. ,Af��r $uch f inal irisp�ctior,, #,� the �orlc �nd ma��r�.aYs anc� eq��.pmen� are �our�d sat�s�actory, �he �antza�t�� wi��1 !�� not�.���� in wri��ng o� �he acc�p�anc� af tlx� s�me �,�ter �#�e pro�e� r��o]��t i�n has k�een passec� b� t t�� �� t� � ou.�xc � 1, � o t f r�s cMa�g� w�31 be rna�de a�ainat the �ont��,�tor b���e�n ��i� �a�e of notffi�atio� �� the �*ngir�eer an� �he dat� �� ��,r��l �r�spe�tior� of �h� w���,. C5-�5 { 9 ) PAR'� C � G�NER�4L C�ND���0�5 C6-6 �.E�AL RL��,A�`IOt�S A�TI� PU�i.I� fiE�POt����I�ITY S�EC�'ICJN C�-� LE�A�, �E�,A�TI�3�� ,� �U�LI� RESP�NS��1L�'F� �6-f�.l L��� �� BE v�S�Rv�A: The ���tr��tor s�t��I a� �Z1 �im�s o�s�rve an� �o�g��► �ith si� Fed�r�i an8 State �aws an� Cxt� v�df,�ar�c�� �,r�d z�egula�iot�s �v�fch in �ny �aay a�fe�� �he cot�du�� of �he wo�cic ar riis aper���,on� � az�r� sha�l obs���te ��d carnp3,� �ti�l� a��, or���s ��awe+ ord�n�r�c�� �r��1 regulation� wh��h e�t�st �r �hf�h ma�r b� �n��te� l�ter �y �odies �atrir�� �u��adictiat� o� arsthorit��► �or ��cri e�x$��r�z��, �]a �Yea o� m�au�s�ex��and�.r�g ox' ic�n�rar,ce �hereo� wfli be con�t3er��. fihe Cont�����rr �r�c� hi,s S�r�ties sha11 tr�d�mrKi,�� �rrd ���re �ar�le�� tk�� City �r�� a�� a� f�s of�i�er�, agents,• a�ad em�7.��►�es �gai.n�� an� and a��. �l�irn� c�r l�abf�it� a���ir�g ��orn o�r ba�ed on the vic►Yatia� v� �r�y such �aw, or�ir�ar�ce� �e�gula�ion, �r or�er� wh�trier �t 6� b� nim9e�f o� h�s emplo��es. C6-�.� PERNl�T� AND �,����i�E�r The Con�rac�o� �h�ll p�e�cure �31 permi�s ar�� Y�c�nses� pa�► all c����ea� �os�� �,nd ��e�, ar��l ��v� �1� no�,ic�� r�e�e�aa�y a�nd in�id�r�� t� the du� a�nc� ].��rf�,� p����cuti��t of th� �ra�k. ��,6.3 PAT��TES� 1��V���� MATER�]diLS ANl] PFk���S��S� I� t�� �or�tr���o� i� �required a� d�e�ires to us� �n� d��i�r�, ���r��e, ma�erial, or proce�� cn�r�r�d b� ].��ter, �at�nt, oz ��pyr�gh#., he s�r�li pra�r��e for s�t�h u�� b� �u#tab1� �egai �g�eem�s�t with th� pa��r���e �r o�rr���r o� �ts�l� g���n+�, lette�� aar cop�rr�c�hted ��sign, ��t �� r�utu��.�� a�gr�ed ancl ut�r��r��ood th�t �ri��out ex�����ar� �he �ont�cact pric�s �lxa�l ir��lude a�1 �roy�alt��� os ���� ��i�i�c� ��orn patentQ, t�eade-�a�1�s, a,�nd, ��py �ig��,s i� ��� way �invalved �a �he �rork. �he Cor�t�ea��o� �r�d k�i� ��reties sha�.�, ind�mnify and �a�e hazru�e�� the flwr�er �zom an�► a�nd �1� �lafrn� �cr in�r�r�g�ment ��► r�ason �f �l�e us� nf a�� such �at�nte� �e�ign, �ev���# mat�ria� a� proc�sa� o� any trade-�narl� or enp� �igt�� in cottr�ec�ion �ri�h tl�e work �gres� to b� per��rmed ur�der these Cor�tr�ct il�cumer�t�, �ttd ��al� i�d��r�i.fy tY�e ��n�� f�r any co�t, e�per�sa# o� ���ag� �v[��ck� it ��� be ��l���d �o pay �y ���sar� o� �uch �r,f �r�ir�gemer�t at ar,y �ir�� �x���n� �h,e gro���utiv� o� �k�e ►�ork �r af�e�c ao�up�etion a� �he work{ ��o�►�,ded� however, �ha� tt�e �w�e� ►��11 ��surne tk�e ze�poas�,�#,I��y �o defe�d ��� �r�d ��1 �ui�s brouqht �at �F�� fnfringement of �tr��r gster�t c���m�d �o �e ir�frinq�d u�or� b� the d���qr�, type �f con�t�u��ior� or m�t�rfal or egutp�►er�t �p��ifie� in the �or�tra�t Do�u�en�s �u�rr��ehed �he �o��ra��or �,� th� �+�ner, �r�c� to ha�,c� tk�e �or�tracta�c t��rml��s o� ac�o�tr�� o� s�ch sr�ft�. C��� (1) �5-5.4 �AN���R� P������ONS: Th� C���r�c�or �ha11 establis� -a�{�n���ce amvn� ��� emgloy�es such r�����tio�s i� regard �o ciean�in��� and di�g��ai o� ��rbag� �nd was�� as wi�� �e�d to ��� pz�vent th� ���ep�ia� and ���ead o�� in���t�vus v� cantaqious d���ase� a�d �o �f�eative�� pr�v�nt t�e �re�tion a� ��uisance abont ��� w�rk o� ��� pr�pert� ei��er public or p�ivat�� an� su�h �e�u�atians �s a�e r���fr�8 by ��w �ha11 be put i�to �mm�diat� fo�c� an� e�f�ct b� t�� �o�tr�cto�. ��� �e�es��ry �a�ita�� �o�v�ni��ce� ��r u�e o� I�����rs o� the workr prop���� s��lude� �rom publi� obg�r�atiofl, sh�l� �� �onst�u���d �nd ��i��atn�d b� the �a�tra��or �n� their u�e shal� �e ��ri��I� �nforced �� ��� Co�t�ector. ��1 ���� fa�iliti�s sh��� be ��pt in � cl��� �ad ��ait��y co�ditio�# fre� �r�m ���ec��a����e od�rs �a �� ❑ot �a �aua� a nu����ce. �11 sa�i���� iaw� an� reg�ia�ions �f ��� Sta�e o� Te�as a�� the Cx�� s�a�� �e st�ic�l� co�g�ied �i�h. �6-5.5 PUH��� SA��TY ,�Ii�TD �O�YEN��N�E: �f������,ls ar equipm�rst star�d a�out th� wor�€ shall be sa ��,aced �ad t�s��, a�� the v�ork �ha�,� at a11 ti��s be �o �ar�€�uct.e�, ae �a cz�u�� no great��c o1��t�u��i�n ar �.n��or�r�er��.er�c� t� the pub��� �i��►r► �.s �or,side�ed tv �� s�sa��t�e�y neae��ar�► by t�he �r�gifle��. TY�e ��t�t�ra�tor is �equir�� to ��i�xt�ir, a� al� t�m�s a►1�1 ��as�� �� �i.s wt�rk in �uch a m�n�ee� t�s r��t �n �mpa�r the �����y' or canv�nien�e a� tl�� gub].i��, �a�clu�iinc�, ��t aot �imited to x�aFe ar�d ��nven��nt �r�qr��s a��3 eg�eas �c� proper�y �orrtiqu�u� to th� wor�C are�. The Contr��t�r �hali a�ake a�eq�ate prpr�i�fons �� re�nd�� �c�a��na�le irigre�s a�n� egress �or ���rmal v��i�ular t�a£���, ex��gt durtng a�tua� t�r�r��4�i�� or pip� ir�s�al�a��ior� o�s��[�tf�ns, �t al� driv�w�� crassi�tgs. �i�c� pro�ri�iat�� rn�y includ� brir�ging, plac�rn�r�t o� �ru�hsd ��o�n� o� gravel o�e �u��l� other rnean� of p�ov'ic�inq groper �.n��ess �ad e�resa for tMe p�eapert�* eerv�d hy th� ���v��ray �� ti�� $ngineer �ay approv� �� app�o�ria�e. �uch a�h�r �ear�s �ay inalu�e the �fv����Cor� a� dri�*eway traff i�, with ape��f ic �ppraval b� �he E�g�Et��e�. �� d�.v�r��orx o� ��c�►���c ��s ap�r�v�� �r� t�,e �ttc�irt��r at �n� l�cat�ar�. �he �ontra�t�� eh�11 tt�ke a�rr�.r�ge�er�ts s�t�af ac��r� ta �he Er�gi.��e� at ar,� loce�i�n, �he �or��ra�to� sha11 �ske ar�ar�c����a�ts ��tisfa���r� �� �h� �ngin�e� �ar tri� �ioer��ar� o� tr��fic, �rxd �ha�l� �t �is own ��pense� pro��,d� �11 ��terfa�� �nd pe��orm al]. work ne��s�arp f�r t�e �an����ru�t��n �nd ma�nt�r�ance of roa�wa�►s ar�d l�ri�l�es �o� euch dfversior� nf �aca�fi�. ����wralks �nu�� ri�t b� o��tru�te� e�r��pt b� �p��ial perrniss�.on af ti�e E�giaeer, �l�e rna�erials e�ce�rat�� aa� the �or�s��+z�tio� m�ter3��.s �u�h as g��e u�ed in th� c�r��t�u��iv� o# the wo�k st��Il �� p�aced so �s no t�,o er��anger the wnrk ar gr�v�n� fr�e �cc��s to a�l f�,re h�drar��s, fire a�arm �ox��, po�.ice �aX.�. b�xe�, water valv�s, C$-� {�) f .5� . . . c�e �as v��ves� o� m�nl�oles tn the v�cin���. Th� �wr��� rese��r�� t%e r�qht tc r��ed� ar,�r r,e�l�ct �n t�� p�ae� o� th� Cor�tractor as x�gar�� to pu�b�i� c�nver�f�r�c� r�r�d s�fety� w��ci� m.ay coa�e to i�� att�ntior�, �,���� �wen�g��our �oua�� �xo�i�� i� rar�t,i�ng �o ��� �on�ra�tar, ���re �.� ca�es of e�aaerg�r��� �he� �.t ���1�. k���r� th� rxg�t �o ���e�� �ay,.n�c��.e��_�iti�out-not�c��� ar��� in �fth�r c;ase f the c��t �� ��c� �r�r3� �ar�e or mater���� ft�rn�i�hed �� �h� Own�r vr. b�r tt�e City sha�� be deduct�d �ram mo�t�e� dt�e o� to b���r�e due to the cn�t�actor. �he �o�t�.��►c�c�r, �fter ����ova�, �� th� �r�gir�eer, eha�l noti��r the F��e i�epartmer�� �eadguart�rs, Trai�ic E�ngir,e�r� r�x�d �o1�ce Depar�mentf w��n �r�y stree� or a��ey i� �regues�ed �o be closed or ob�tructe� o� ar�y ffre hy�lr�nt ie to be mad� irt�cce��ib�e f ar�dr w��n aa direct��3 �y tl�� Engineer� �hal�. 1r��� an� �treet, �tx�e��s� ar �,��h�rs�� �r� car�ditian €or un�b��ruc��d uae by �ir� app�r�tus. '��e �arttractor shal� pr�mgtl�► n�tify the 19'i�e �epartm�nt 8��dguar�er� �vher� a11 eu�� ab�trx�cted streets � ��l�y�� � ar ��drants �re ��a�i,� p�a��ec� �a�]� �.�t ���r�rice. - �k,ere �he �on�ra�toa� i�a ��quired tv �ar�st�uc� �en�porary bri�ges o�c rnak� other �r�ca,�gem�n�$ fo� c���s�z�c� ��rer c3i�ch�� ar strearn�, hi� res�o�s�.�i���y �o� a�c�.d���� �.� �onn�cta,os� wi�h such ��o��ing� �t�a�,�, in��,ud� th� roa�w�� appr�aches �s we�� a� ��e� �s��uct���� o� su�h cxoss#,nc��. , The �o�x�r�c�or �ha�� �t ail ����� candu�� hta �pera��on an� �k,e ase of cor���ructian m�chir�er� �o a�� not �o �a�age o�r d���roy trees artd �hrub� �o�at�c� ir� cla�� pra�imity ta or an �.k�e site �� �Y�e va�rk, wh��e��.►e�c ar�y s�c� da��ge rn��► �� don�. t�e �or�tractor �ha�� immedia�ely sa�is�� x��l ���i.sus o� pr�gert�► o�rn�rs, and r�o pa}rae�n� �r,�l�, be m�c�e by th� O+ar�er ir� �e��.�erm��� o� �u�h c���ms. The �ont,�ac�ar �h�l� �i�e �rith �he E.nginee�c a�vritten eta�eme�� �aho�r�rx� a11 �u�h cl���s ad�u��e�. �fi�f , 6 Pf�E��LE��B 1}F CON'TR�4C��R �� BT�tEETS � AL�EY� ��I�D R�Gi3T-O���AY; Fo� �.h� g�r�ormance o� th� c�r�trac�, th� �o��ra�tor will be p�rrnitted to use and oc�up� sac?� pa���o�s of th� g�tb11� etree�s a��l �Y�e�s, or �ther pu�lf� p����s o� �ti�er rights=cf#�ra� as p�ra�ride� for �n t�a �rdin�nce� of t�e Ci��r, �� sh�wr� i,n the C�n���c� ���ura�n�s, ar as m�� be spe������l�y �ntriori�e� i.n wr�E��ng b� �he Engir�eer. A re���n�►ble amount o� ���].s, ma��rial�, �nd �r�u�p�eot for �ons�r�xc�ior� purpn�e� ma�► �e sto�r�8 �� �uch ep�ce, b�t� r�a rn�re �han is r�ec��aary to �void d����► �� th�e cor��trn��,ior� op�x���a�o�s, Ex�avated �r�d �aste ma�erfala a2�a11 be piled o� a�a�l�ed �n �uc3t � way s$ r�o� �o frt��r��r� �i�h �k�e use of �pacea that �ay be d�signa��d �o �� ].�ft fa�ee �,nd unobstr�et�� ar�d so as not to ��con�renfea�e o���par�t� o� �� ja���t pzop�.�t�r. If ti�� �treet i� accupie� ��► �#i�way �ra���f t�� r�o�ck s�all be ��-� �3} carri�d �� i� ���� ma���r as �ot to i�ter�e�e wf�h �h� oper�tion o� tra�ns, roadin� a� unlo��inq o� cars, etc. Dth�r �on�ra���ra o� t�e �+r��� ma�, �or �1� purpo��� r�qu�r�� b� t�e c�n�ract� e�ter u�o� the wo�k and ����is�s used by the �ontracto� an� �ha11 . �e _p�q�ided._al�,reas��ab�e fa�flities and ��sis��nc� �or �he �omp],e�ian af ad joini�t+� wark. An�r add�ti�n�l �'�our�d� ��si�ed by the �or�tr�ator �d� h�s ��a shall b� px��vir3ed �y hirn at ia�s owr� cc�a� an�1 �xgen��. ��--6, 7 1��i�L�J�Y �ROS���G�; �he� t�� wark encraa�hes ugan a�y ��gh�--of-way of �ny ��il�ta�, �h� C�t�r �till s��ur� the nec�ss��� e���ment ��� �he w�rk, ;A'here �.he r�ilw�� t�'��lts ar� to be ��osse�, th� �cantr�ctor �ha�� nb��rtre �1� t�e r�gul�tions ar�� fnstr�xct�ons �f the �ail.�,rt��r comparty �s to t��� ����iods o,f ��rforrniaq �he wv�k ��d t�l�e �,I1 p��ca��ion� fvx' �af et�► o� gr�pert�► ar�� t�,e pu��tc� �e�otiativns w�th t�re rai.�wa� comp�r��.�� �o� ��rrnits ahall be �or�� by and thraugh ��� �f ty. T�e �vr��.�z�c�or �h�l� give tl�e �ity r�q�t�� nat �e�s t�ast �ive d�ys p�i�� to �he �irne �f l�f� �t�t�r��inr�s t� b�g�n work nn t�kx�� port�aa o� the ��oje�� wt��ch fs re�ate�l �o �.h� ���.l�va�► pr�p�rt�e�. �he �at�tr�ct�r w�].�. t�o� �e c��.v�a ��ttrs or a�di.t�.or�,�l. ��t�p���at�ats �or r��ch r$ilway �rassir�g� u�sles� �pec��ica�Yy �se�. fort3� in the �ontract Documents. ��-�i . 8 BAR�tI��,�E� w W,Afi�TI��S 7�IN� V�tAT��M��T: Whe�� t�� w�rlc �� �ar�ef�d ori �Lr� o� adja�ent t� an�r ���r���, �11�y, or pub�.�c p�a�e � the �or�tra�tar shell �� his avtn e���r��� fu��i.s�, e�r��� f and ma�z��ai.r� �+��� �a�rri��des, £er►cc�, iigh�a ar�� da�nge� sfgna��, shal� ��ov�c�e such �ra��l�mer�, ar�r3 shalY ��ke �►�1 �uch ather �xecaut�.or�a���► me�►�u�e� �or t�he pr�t���.ion o� persons o�r prap�rty a�d �� th� wo�l� a�s ��e n���esary. H��c����c�e� ar�d �en�es sh��l b� pa3rttec� in � co�,or that wi�� b� visibl� at �ti���. F�om sunset to $u�x�i,s� �#�e ����r$�tor s�►�].1 furaish an� a��ir��air� a� l�o��t �rte �asily visib�e �urnir�g ��gh� �►� �ach bar�ica+��. A�u��ic�lent numbe� of ��r�t�at��� ah�x1 be e�����d ar�d mair►tait��c� �� F��e� ��d�st�i�n� away �ro�, t�x�d v��i�l�s �ror� b�i,r�g� dr�ve�x on' or �nto, a�y wark ur�d�r �anstr�atian or �eing ��iata�ned. �rhe Contx��c�o�c �hall ��rr�ie� vrat�hm�� and �C��p ti��m at their ��spec��ve ass�.gnment� �n �ufficier�t nu���s ta �rot�ct �he we�rk �nd grevent a��id�n� or d�rna�e. . 1�.�� in�tal�at,ion� �r�d proced�tre� sh��� �e cori�i�tent �tf�h �h� pro�rie�ons s�t for�h �n �h� "I�80 Te�cas Mar�ual an. [�ni�orrn Tra��i� �or�tx�ol. A�vic�s �a�r ��r�e�s �r�d �ighwa��* �.sstte� �r�d�r �k�� a�uthority o� the "S��►te o� Tea�a� Un�.���m Act �equl.s�i�g T�af f i� ��n ��gh�aa�y�" � ca�,��ied �� Ar�#.�1e 670�d '��r�n" � C�vil �tatut�s� p��ctiner�� section$ be�.ng ���t�on ��a�. �7, �3� �� ar�d 31« C£��6 I 4l The C�ri�ra�tor wi�� �ot remove ��� re��lator� ai��, ins�ru�eion�l sf�e, str�et �a�� ��gn, or oth�r �fg� �hich �a� bee� ar���ed b� �he �i�y. Z� i� is d��erm���d th�� a sign rnust b� �e�o�e� to ger�i� r�qu��ed �anat�uct��n, t�� Co�tzactor s�all �o���ct ��e Tra�sgor��t�on and ��b11c Wor�s d�partment, Si�as �a� Markfn�s D�vi�io� �g�o�e ��m��� 8���-��75}, to rerno�e the sign, in the �as� of re�u�ato�y signs# the �ontracto� ��st replace t�� perma�e�� sfg� �ith a ��m�ora�� �ign �e�ting th� �equi�e�e�ts �� �he abov� re�er�n�ed �aaual an� s��h t��po�a�� aig� must be i��t�ll�d pr�a� �o th� ��rn�v�1 of ��� ���man�nt �ign. �f th� �emp�ra�� �i�n is n�t i�st�lle� co�rectYy o� if it do�� ��� me�� t�e �eq�ire� specifi�ati�n�, th� p�rma���� ��g� �h��� b� left in gl$ce uriti� the t�ropvr�r� �iqn requir���nt� are rnet. �he� c��st�u�tio� �o�k �s co�p��ted �o the e�ten� tha� th� p�rma��nt �i�ri aa� b� �e-ins�al�e�, th� �ontract�� s�al� ag��n �ont�ct ��� ��g�s and Mar�ing� Di�i�i�� to ���insi��l th� permanent �i�� a�d aha�l ��a�� h�� ternpor�r� s��n i�_pY�ce until �u�h re�i�st�l�at�o� �s c�mplet�d. The �ontract�r �i�� be he�� re�po��3b�e fo� �11 darna�e t� th� wark or �he public d�� �o �n�lur� a£ b�rricadas, s�g�s, �e�ces, 1ig�t�� or wa�ch��n to p���ec� them. �he�eve� e��d�nca is foun� n� s�ch da�a�e �o �he ��rk �h� Engin�er rnay orde� �he �a�a��d po���o� �mm�di�te�� r�rnoved ��d �ep�ac�d b� ��� Cantra�tor �� �he Contra��orrs o�� e��e�s�, Th� �ontrac�o�#s r��ponsfhirity for t�� m�intena��e �f ���riCa$es� ��g��, f�n�es �nd Iights� �nd ��� prov�di�g �a�crirne� �h�11 nat cea�� u��i� t�e p�o���� �hall ha�� ��en c��p1���d �nd a���pte� by �h� Ow�e�. �o compe�s�t�on� e��ep� a� sg�c�fi�ally prov��e� in t��s� Cant�a�t Do����at�t w��� �e p��d to the ����rac�ar �vr �h� �o�k an� �ate�i�ls ����lve� i� the construc���g, �r�v��ing. a�d maintai���g o� �axrf���e�� sig��, fences# a�� liqh�� or fax sa��ries o� �a�cri��n, for �he su�s�gueat r�rnova� an� dispaaal �f �u�h b�rri�ade�, �fg�e� or ��r ��y nther i�cidental� nece��ary �or ��e p�op�� p�o�����on� �a�e�y, a�d con����e�c� o� ��� pub1�� dur��g �he co�tr��t pa��ad, as t�is wor� �s �o�ai�er�d to be g�bs�dia�� �o the ae�era� i�e�� fo� wh�ch u��� �r luarp sum p�i��� ��� reg�e�t�d �❑ t�e P��pasal. �6�6.� U�E �� ��P�D83��5. �Rp� ��T�H�, ���.: ��D�1� t�e C���raato� �lect to use exglasiv�sR ��op ��ight, et�.f i� th� �roee�uti�n o� the �o��, �he n�ctosx �ar� �h�11 be exercieed a� a�l times ao �� ri�� to e�d�n�e� I�€e ar grop�r�y* The ��ntra�tor s�a�l �ot�f� t�e prap�r re�re�e�t��ive af �n� g�b1�� s�rvi�e �or�arat���, ��� �arn�a��, individ�al. or ut�li��� �n� th� �w�e�� nat �es� than t�e����four hou�s i� k ��"� i�� ad�a��e o� the us� v� a�y �ctivity w�i�h mig�t darnaq� ar e�dange� t���r �� ��s grope��� a�on� or �dja�e�� t� �he w�r�. �here t�e ��� o� �xp3asi�e� �s �� be p�����te� on t�e p���e�t, �s s�ecif�e� i� �he �gecia���nntract Docu��nt�, �x the �se o� exp�d��v�s �s req�ested, �he �ont��ctar eha�� au�mi� �o�i�� t� t�� En��neer in wx����g tw�nty-�o�r hour� prior t� c�mm�nci�g and sh�ll furn�sh �v��e�ce that he has i���tan�� c�vsrage to ��otect against any da��g�� and�or �riju�i�s ��i���g out �� su�� �se o� exglosiv�s. � A�� c�aim� arising out o� the us� of ���Yn����s s�ali b� i�ves�fgat�d a�d a w��t�e� �epo�� m��� �y ��e �o���actor's i���rers to t�� ��q�nee� w3�h�n ��� ��U) dm�s a��e� r�ceipt of w�itte� notice of the ����� �� ��� �o�t�a���z f�om eith�r the �i�� �� ��e ����ma�t, �be City ��al� proceed to give not��$ ta the ��ntractar �f ��� s�c� clairn. The us� �� e�plosive� may b� susp���e� b� t�e ���in��r i� �ny ����lai�� �� r���iv�d and such us� �ha�l not h� resume� u�t�l �he c���� o� �he �ornp�ai�t has be�� �d�r�s�ed. ��ene�er �x�los�v�s a�� ���sed ar k�gt, they s�aY1 b� �tored ir� � saf� anc� s�c�re �anner and al�. atp��ge p��ce� skt�l.�. be p�a�nly' �arf�e�# "�AN�EftOEJ� E�CPLCISIVE�" r�nd �h$�I �e under �h� car� of a�orrtp�tent �vat�hma� at all ��,��s. �41� ve���1�s ir� vth f c� e�p3.os ��*es ��`� �e�r�� trans�ort�d �%a11 b� pl.a�rxly m�r�ce� as mention�d aborre ar�� �f�a�].� in�o��r a� �o�s�thl�, no� +�se h�avy tra�fic r��x��s, �fi�-� .10 �rOR�C ��T���] �AS�MENTS: V��ere the w�rk passes �ver, thr�t�gh, o� �r�t� ��iva�� property, the Dv�'ner wi�l �rovide su�h righ�-o�-���► o� ����ment pxiv�l�g�s �s the �it� �a� de�m aeceasary for the prosecut�.p� of �t�e +wro�'k. An,� a�idit��tta� r�ghts-a���a�► �� �or1� are� �on�i�e�red �t�ce�$ar]� ��r the Con�.��ctor sh��,l be p�av��e� by him �t hts �w�r� exp�ns�� �nc� 2�d����,ana� ��.ghts�of-tr�y or w�rk area �hall bs �c�tx�red �o� tl�� be�n��it of �he City. �he �ity �hal� b� no�i.�ied in writi�g �s to �he �ig�ta �o ��q�i��� �e��r� wor�r b�gi�s ft� th� ���e���c� ax�x�. Th� �or�tra�t�� eha�1 not et�ter upon privat� proper�� for �r►� purp�s� wit#��x�t t�av�r�� greviaus�y nht�i.ned pesmisafon from • t1�e �wner e� �uch pacop�rty. �1n� ��atr��tor w�,7.� n�t b� allo+��8 ta eto�ce equip�n�r,t �� �a�eac�al on privat� prop��t�► ut�Ie�s er�d ttnti� t�he ��e�if�e� a�prova�, of �t�� propexty owr��r ha�s ���n �ecured ir� wri�ing b�► tk�e �Cor�trac�or �r�d a ��py �u��r�i��i�� to the �Mgfneer. '�r��esa �pecif tca�l�r �ro�tid�d otherwi��, the ��ntraatar �1�a�1 �le�r ���. r�c�hts-o�--way a�r ess�a►ertt� of ob�truct�.o�xg +�hi�h �nuat be r�moved to mak� gos�i,��e prope�r proe�cutian af the w�rk a� a part o€ the g�oject� ��nst�uctto� �Q�r�t�iana, '�"�e �ont�a���r �h�l� be respon�ibla fo�€ t�e pr�s�rvat�ot� o� an� sh�►�1 us� �5--6 { � ) .- • � ' • # - ev��r� �re�au�i�n �.� pre�rer�t �arna�e t� ��1 trees, �hrubber�r� p�ar�ts� lawns, �enc�s, culrre�t�, �ur��t,�� ar�d �11 oth�� ty�es a� �trt�c�ure� ar fr�prr�narn�r��s, �o +��3. wa�es, �ew��r� a�d g�� 1ir��s, ta a�.�, cor��u���, overitea� �a].e ].ir�es, a� a�pp�rter��,nces t��r�af � fn��ud��g �he cons��uc�i.or� o�. t�m�ora��► f�nces� ar►ci t�� a�l o��er p�tblic o�e �r��ra�e, �ro�e�c�� ��.or�g a�j��er�t �a t�� wazk. - The �ont�ac�o�c shal�, nat�f�r the proper represer,t�,�,iv�s �f �wners or �c�upartts af p�i�lic or p�ivate la�nda or �nter�st in lar�ds wY►�ch m�ght �� �f�e�ted �� th� �ori�. �u�h n�tice ��a�l be r�ad� �� Y�ast �9 k�ours �n a�v�na� �f tt�e be�fnnfn� of th� w�rk, t�at�.c�� �?�a1] b� appl,��ab�e to �ath ptxb],ic ��� ���va�� ut�.li��► c�r�pa�r�fes or an� �o�po�atiot�, ���ap�►r��►, ir�div�duai, �r otM�r, e�ther n� owners os acrugar�t�� vrhose �.an� or int�reat ,�r� 1ar��1 rn��h� a��ec�e� b� t#�� wo�ck. The �ontr�►�tor e�all be re���nsi�le fa�c al� da�ac�e o� in��ry �� pro�er�y o� �r,�r �l�aract�r �esu�.���g from �r�y a�tt �mis�i�r�, r��g�e��, o� rni.scan��ct �n �.h� �nan�t�r o�r me�.hod or �xe�u���r� ai the w�rk, or at a�� tim� dua to �e���t��r� vrork, mater��l, o� equi.�rn�n�, �Then an� whe�e ar�.y �i�e�t or it���rect or irx�ury i� doae ta pub7�ic or private prap�rty o�t acc�ou�� �� a�y� ect# omis���r�, rte�lect� o� uai��anduct �r� the e�c��utator� �� �he vrork, or in �or����ue�xce o� .the r�on-ea�ecutio� the�ceo� or� tl�� part �f tlxe �antrac�or, he s�a�� ��store o� ���re �ee��a�e� �� h�� �wn �os� an3 exp�n�e s�ch p�op�r�� �o a�oadi���r� nt l�a�� equ�al �� �hat exfsting befor� s���► �arnage o� �,r���ry was doae� b� repai�ing, rebui�diag� or ot��rw�.s� �epl�ci�g �€�d res�o�ing a� ma�► k�� �ire��ed �r�* th� Qwn�r, or he ��a�.� mal�� go�� su��, da,tn�ges or �n�u�y �,� � mann�r �cc��t�b�e to t,h� awne� a€ the pr�p�rt�r and the 3�r�q�n�er. A1I ��nce� e���u��ered an� �emoved durir,g cor��truct�on �f l�k�is �raj�ct sha1� be �es�tored �o the �riqir�a� vr # 6etter �han aric�ina� �oz��7�ti.ort upor� comp�,�tiot� o� thi� proj���. Wt��n. wire f�r,cing� e��k��x� wrixe xu��h. or �a�c�ed wir� i� to b� �ros�ed, tl�e ��ntrac�or sh�11 �et cr��� braced pa�ts oe� e3tt�er �3,de o� permsner�� ea�etaent befor� the fence f� cut, Sho��d nc3di�#,or�a� �en�� cu�a �� r�e�a�sar�# the Cor�t�actar �ha�.� g��vide �sa�� br��e� post� r�t go�n� af th� pr�p��e� cu� �.n �ddi.t�vn tv t�� cra�� ��ac�d �os�� p�c�rrid�� a� t�� p�rmarte�x� �a�emen�� lim�t�, �e€ox�e th� ��r�ce is ���. Tern�ora�cy �'er�ci�g �ha��l �e erected fn p���e a� �h�� re�ove� wh�r�ev�r tt�e worl� is nr�t in p�ogr��� �r�d �i�e i� rra�at�� vv���,��h�. �r���ar at a].� ti��� � �tv�s�ac� �rc�� er�te�ing �k�� �ar,�tructivr� aren, The� f�r�c� renao�*a�� temporar� cl���re� �n� replac�ten� au�s,�diary to th� v�r�ous it��as bid ir� the � �er�ci�g wi�ez� the a pre�rar�� co�t �or s�s�.� be p���e�t �s—� c�� proposa�. T�ere�or�, na sep����� �ay��n� sh�1� �e al�a�ea for �n� a�rvic� assoc���ed �i�� th�� work. �n case o� ��f�u�e �n th� �a�� �� �he �o�tr�c�or �o ��star� s�c� p�ope�t� ta ���e �o�d� s��h �a�ag���a� in�ury� the �w�er may, upon 48 �aur w��tten no�ice un�er ordx�ar� �f�cumsta�c�s� and �ithout �oti�e w�en a �uisance or �a��rdous �on�ition results� p�aceed to repa��, rebuiid, or atherwi�e rest�r� such grope�ty �� rn�y be deter�i��� b� the ����r to b� n�ces�arY� an� the ��st t�er�hy w�31 be de�ucted frara an� �on��s du� o� �� b���m� d�e �a �he �ontractar ��d�r �hi� �o�tr���. �6-6.�� ��D��E��E�T CD�TRACT�R: It is ��d�rs���� ��� �qre�d ���e part�es h���to that �ontrmetor �h�IY ge��orm m�1 wor� �nd �ervi��s �e��u�der �� an ind��e�de�� con���c�or, ��d ��t as a� ��f�cert d����r ��rvant �r emgYo��e o� �h� ��rte�. ��n�ractor s���� have ex�1u���� �on��o� of �rid the �x�1��i�� righ� to ���txol t�� ���a�l� o� aIl �he w�rk ��� �ervi��s perfor��d h�re�n�er, �nd ��1 pe�so�e pe���r��n� s��et a�d �hal� �e �olel� res���s�b1� f�� t�� ���� ��d a��ssi�ns of 3t� �����e�s, $g��ts, s��vants, emp�o�ee�, co�tt�c�ors, S��C���i�CtD�B� 1����s��s and ��vfte�s. The �octr�ne o� �espon�e�� s�periar sh��� not apply �� be���en ����� ��d �o���a�tor, ��� offic��s� �g��ta, empla����, ��������ors �nd su��ontra�to�s, �rid �othing ��r��n �h��� be �on�trued as c��a�i�� a pa��ne����p o� joint e�����r�ee b�t�ee� O�ner and Cvntr�����. ��-�.Y� ��NTRAC��R*S �ESPONS�$I�IT� F0� DAMAGE C�A���; C�n��actar �av�n�n�s �n�'agr�e� �o, a�d d��� h�r�by iade�nifY, ha�d har���sa �nd de�end Own��, its o���cers, �g�n�s, servan�s, and eR�p�oyees fr�rn ��d �g�inst any �� s�3 claime or su�ts �o� pr�p�rty ��ma�� o� loss andfor pe��o�aZ �n�urY, i��xudi�� d�a�h, to �ny ��� ��� per�ons, of whatsoe�e� �f�d o� char�cter, wheth�� r�a� or a�ser��d, �r��in� o�t o€ ar �� -. ca�n�c��on with, di�����g or ��directl�� ��e work ��d eervic�s �o �e pe�f�r��d hereunder by �o�t��etor, i�s of��c���, ��e�t�, e�g�o����, �o�tr�cto��t ���contra�t�re, lice�see� or i�����esf wh�ther or a�t �ause�, i� �ha1e or i� p�r�� by a�le�ed ne��ig�nc� on �he p�rt o� ���ice�s� age���, �arv�n�s� �mplo�e��, ������c�or�� s���������tor�, �tcenae�s and i���t��� of the Owner� a�d ��x� �o��r�c�ar �v�s h���by cov�nan� �nd agree �o aas�me aIl ���bi��t�.and respaa���i�i�� a� Ow�e�, its offfcers �ge��s� servan�s an� �.mp�ayees f�r pro�e�ty d��a�� or 1oss, a�dJor pe��on�� ���u��ee. �a�3�d��g �e��hf to any �nd all pers��s o� �ha��oeve� ��n� or charact�r, �hethe� r�a� o� as�e�t�d� �r�sing out of or ia �vnaect�on �ith, ��rect�� �r f�d�re�t3y, t�e w��� �n� �ervices to �e pesf�r�ed h�r�und�r by �antr���or, f�s o������sf age��a empl�ye�s� �ontra��ors, �ubcvntract��s, li�ensees a�d ���iteea* �h��h�r a� not cause�� ��-� {B� � 1 �� �hol� o� in gart, by all�ged n�g�tgence of offic�rst ag�n�s, �er��a�t�� e��������, �ontr��to��, subcont��cta�s, lic�ns�e� or i���tees o� ��e �w��r. Cc�tr��tar �i�ewise �ov��a�t� a�d agr�es to, �n� does her���, i�d�����y an� hol� �arml��s �w��r from a�d a�ai�s� an� a�� sll i��u�i�s,�o�s ar �3amages. �o propert�► of_ th�, Dwn�r. clurinq• the p�ac�o���nc� of a�xy of �he t�e�em� ar►d a�nditi�rt� a� ���s �ontrac�� v�heth�r ar��ir�g o�� o� or in aor�nec���n wi�.h o�c reau��ing �rom, �r, whole ar ,�r� pa�t, an�► arad �11 �il�qe� act� or omiasiar�� �f of�i��rsr ��e�tts, �ervant�, �mployee�� cor��ractor�� �u�co�ttr�c�or�, ��c�rts�a� ar �nv�t�e� of �h� �wn�r, �r� the ev�n� � wri,tten c��►ia► f�r d�rnaqes �gmir��t the con�,�c��tcar or it� s�bcor�trac�a�c� rem�ir�s ur�se�tled a� the tims a�l �crk on ��� pro�ec� �aa heer� �omg�.e�ed to �1�e �a��s�ac��.c�r� o£ th� D#rect��C o� �h� iu��te� ]�epartm�r�t, �a ev��en��� �y � ���a�, inep�eti�r►, ��na� p�ymer�t to t�e Cont��c�a� st�a�.i �ot �� �c��omm�r�de� �� ti�e Dire�t�r �f tri� �a��� Dep�rtrnent �or a pe�riod �sf �Q ��,ys ��te� �he �ate vf �u�t� f��ai tnspec�ian, ur��e$s �.1�� ��nt��,c�or �h�x�. �u�m�,t �v����er� �vid�n�� �atfsf a�tory �a the �irect�� that th� cl�i� �a� h��n �ettl�d a�nd a re�.�a�e 1na� 1���❑ o�ta�ned �a�om t�,� c1�,iman� ir�vo�v��. If the cla�.m co�ncerr,e� r�ra�ne utxse�.ti�� a� af the e��pfra�ion o� �h� abov� 3�#da� p�riod� �he Corttra�ct�r may be ��eeme� t� be e����].ed �to � serni-�in�.l pa�ment �ar �w�rk �ompl�te�, .auch semi-�f ir�al �a��en� to �� fr� �,n e�nou�t �qua1 �o �he tota� �iolla� amou�t ��x�n due ].e�a t�e doll�r rralue o� an� c�rri�ter� ��afrus penc�f�ng a��fr��t th� C�r�t�ra��vr �r��in� ou� of t�,e perform�nce a� �ucri work� an� su�i� aerni��i��7, p��rm��� may then be recon��r,ded by �he 1�ire�t�r. �`he �,�zec�or �hal� r�o� ��cornrnen� �ir�a� payrn�nt� to a C���.r�ctor �ga�ir►st wk�or� such e c�a�,m fnr �amac��� f� outs�an8fng for a per�od o� s�� �onth� follo�ing the �ate vf �t�e a�cep�arice af the w�rk p�r�or�ae� ur�l��s �he �aritr�ct�r aubrn��� er�i��nce in writing satis�ac��r�► t� the Dir�ctor that: �. �`�e ��.��m ha� be�ri sett�,e�d �nd � re��ase hr�� been obt,sin�d f�a� t�e ��.a3�aa,z�� involv�d, or �. �aod -f��t� e��orts h�,ve �e�n ma�e to se���e auch out���,�d�flg cl�im�, and �uch gn�d faith �f�o�ct� h�v� ��iled, z� c�nditian �3� ab�ve ,fs utet at �n�r �im� w�thir� t�� ��x rnon�h pariod, �h� D��ec�or �i�a�� r���ra�a�r�d �ha� the ��nal p��rner�t ta the �on�rac�or be ���e. �� cor�8l�ioa ��1 aba�re i� m�� a� ar�� t�m� within �t�e s�x ra�n�h per�od� the Di�e�tor �a�y recommend �h�� t,he �3na� �a�r�nertt �o ��� Contr�,ctar b� m�,d�. �t tl�� C6�5 (�} expfrati�� of the �i� �on�h pe��o� the ����cto� ma� x�caram�nd that ��r�al paymen� �e �ad� i� a�l o�he�r wo�rk has b��n p��cforrn��i ar�� aY� oth�r o��.�gatf�ns �f ��e �or,�r���o�r have b���x met ta t�� �ati��a�t�on of the A���c�c��. The �i�e�cto� may, if h� ��ern� �� �gg�ogriate# re�uae t� acce�t k�ic3� on oth�r ���ar Dep�rt�aent Con��r�c� vaork fr�m a�vntr$cta� agaf nst� ��i�m a clairn for �am�g�� i� au�sta�td�.r�g a� a t�su�t of work p�r���m�� �xnd�r a ���� �on��ract. C�-b.l� CO�1T�P,CT��t'� C�.A��f �'�R AAMA���5s Sk�ould ��t� �antractar �l�im compenst��ior� �or any al.�e��d darn�r�e b�r �e�s�r� a� ��te acts o�r om�ssxcns �� the p�rr��r, h� st�a�,�. w�.�h�n ��ree c�a�s a�t�r �.h� ���ua� �ustaf r�inc� o� �uch al�,ege� damag�, mal�e �t w�it�en stat�ment �o �3�� �ngineer� ��ttfng out in detai� �he natur� of trie aI1���d d�mac�e, ��td an or k��fox'� �l�e �5th �ay of th� mo��h succeeding that ie� �hi�h an�► ��ch �amage i,�t ��air��� �o k�av� ���r� �u����n��ir �he �antractor �ha].�. fi�,e w��� t�� Er�g.ir���r ar� it�m3�ed ��at��e�� o� the d�t���s �nd amau�� o� su�� a].leg�d damage and� �pon r�c��es�{ shal� ��v� the Ertc�ir��er ac�ess ta all baaks of �ccountt r���ip�s, vou�he��, �i��a of la�i.ng, ar�� o�h�r �oa3�s �t papers contain��g �,n�► �v�.c�et�c� as to tS�� �,t�aur�� o� su�h a1leg�d damag�. t�n�ess $t��l� st�,��t�en�s s��],� �e fi�ed �� here�r�a�ava �`e�uir��, the �ar�trsct�r' � ��.���n �o� ��mpens���or� �halY �� t+,faived, ant� h� �ha�1 not be entit�ed �o p��rnent nn accour�t �f �u�h d�rtage�. C�T6 .�� AD�USTMEL�IT QR RELpCATZ�N �F PU�L�� UTiLZ�'ZE� E'1'C. : ](n �as��i,t is r��c���ary �o chang�, mave, �r a�t�� �n �,ny rnr�nr��r th� �a����r��r o� � pu1���.c u��lit� or athe�r�, the sai.d pr�perty sha�l r�at �� m��red o� ��xt�rfer�d �a�th ur�tf � or�ers tlxe����vr� h�rre b�en issued by t4�� En�ir�ee�c. T�e �ri.gh� �.� �es��v�d to the ��raners o� p�blic utilitiee �o �r�ter �t�e ����zaphi�a]. 1.��►i�� �� �h� �an�rac� �o� the ��rpaae of mat�iag �ucl� �hx�t�ge� or repair� to their property th�� aaa� be r�e��s�a�c� b�r �he p�rfo�cmance of' thi� c�ntract. �5�6.�5 TEM���tA�Y �Ei+�E� A�]D �1�It� �Qi�NE��"I�Ns: Wher� e�ti��ing sewer �, i��� 1�av� �� b� t�l��� up a� r�n�ov�d, tt�e Ca�ttr�c�or shal.�,. at hie �wn e�g�nse �.r�d cost, p�a�r�d� ar�d mair���i.r� ��mparar� o�tlete and �an���t��r�a �ar �1� p�civat� ar �n�1i� �rains ar�d �ew�r�. '��xe �ont�a�tor �hall als� �a�e� c�re �f a�� s�wage an� draina�e w?►t�� w�.l]. b� r��eived �rom the�e dr��r�� and s�wers, ari� �or thi� �urpa�� he si�aX� p�ovide an� maintai�, at h�� own coet �nd e�€�er��e� ���quate pumpfng fa�il��ie� and t�mp�rary out��t� �r �i��rsio�,�. The �antracto�, at his ovrn c�st ar�d e�cper�se� s3�a1�, �aa��ru�� ���h trou��s, p��es, a�r ath�sr �t�cuc�ure� �xecs�$�r�r, and be prepared �� a�� ��l�+�s to dis�ao�e �f �rairt�sc�e �nd seuaqe C�-� ���� r�ce�ve� �rorn th�se �emg��ary con�ec��an� u��i� ��ch t��es as t�e p��m�nent c���e�tio�a ��e built ��d ��e i� servtce. ��e ex���i�g ���er� �nd connec��ons sha�� �e �ep� in �a��fc� �nd mainta�ned ��d�r the Contr���� ��cept ��e� ��ocf���� o� ar����� to b� ��a�doned by th� Eng��e�r. ��� �a��r, e��age, a�d ��h�r waste �h�ll be dispase� o� in ���t�af�c�ory ��n �er �o th�� no n��san�e is �r���e� and so �hat the �ork u�der �onstr��tio� wil� be ade��a�e1� pr��ec�ed. �6-�.1� ARRA����E�� AN� C�AR�ES F�R ��T�R FU��I�S�� B� T�� ��m�: ���n trie ��n�ract�r �e��re� �� u�e ���� �at���n con�e��ion ���h a�y �an�tr�c��on wo��, h� shaY3 ma�e �o�px�te an� sa������tar� ��rahgem�n�s �t�h th� F�r� Worth ��t� wat�� �ep���rn�at for �o �oin�. �a,t� wat�r furn�shed to t�e �ontra��ar ��Sall be d�3ive�ed �o t3�� Cont�r��tu�c €�om e cor�n���ion ar� ar� er�i.stin� ��.t� main� 141Y p��ai�g xequ�r�+d beyon� th� po�r�� oE d�liv�r�r �lxa��, be ir�s�a37��d �a�► t�� Cantr�cto�c �t his o�a exg�n�e. . T�,e �antr��to�c's re�por,sil�iltty in �he use �� ��1 e�e,�s��nc� �ire l�yd��rst a���or vaZ�*�s �,s d���tiled ir� S���i,or� E2-1.� USE O� �`IItE g'���t�ii�TS AN� VALVE� in ��e�� G��ter�l �on�ra�� Do�um� r� t � . 4�hen me�er� a�ce u�ed to �ea�ur� th� w����c, ��e ��►�►x�g�s, �� ar�y. ��� wat�r wi�� k�e at th� re��lar est$6�is�e� a�a���. ���r► rne���es �►�re r��t u�se�, tri� charge�� if any, wi�.l be as �xe�c��b�d b�► the �it� ��cd�.�r��tce, or �#�ere r�o ordi,na�c� spgl,��s, p�yrn�r�� sha�i b� m�de an e����ta��� ax�d r��e� establtshed b�► �h� �ireetor a� the Fo�t f��rth �?ater D�p�r�.meat. C6�-�.17 VS� 41� A S�C'���N �R �OR'���N pF T8� W��: �es��v�er, ir� t�e apir��or� af th� �ng�neer� an� se��i�n o�c p�r�ian �f �h� wo�rk or any �truc�ure is in sui�al�i� �ond,ition� i� n�a� be �u� i�t� uae u��n t1�e �r�t��n o��er o� �he Er�gi�eer, at�d �uch usage �Y�a1], r�ot b� he�� �o la� in $r�� w,�y an e�cep�ance of ��►�.d �orl� or ��ructure ar an�r p�,�rt ���reof aa� �s a vrsi�ter o� anp o€ �he provt�iorts of the�� Contr�c� Docr�rn�r�ts. ]�3�. nec��sary regzeir� a�tc� re�o�rr�Y� �f �n�r �e���or� �f ��� �o�� �o put i��o u��� due �o d�fec�fve mate�i��s or warkrn�tn�hig, �qt�ipm�nt� �r �o de#�.ciex�� ope�a��o�na on th� p�rt of th� Cantr�ctar, eha�� �e pe��ar�ed ��* tk�e Con�rac�.or �t h�� ��rn expens�, �CG--�.1� ��iQTI�A��O�t"S Y�ESPD�5�H�L��"7C X�D�t T�� i�0�1�: ��ti� writter� a�cep�an—� �e b�► th� Own�� a$ pravf�ed for �n ��a�se �C�r�tr��t �a�urn��x�s, �he v��r3r �ha11 be ttnder the charge and care of �he C�r�tr��tort a��� he aha�i tal�e e�rery neces�a�y precau�.�or� to pr�vent �,�t�u�cp ar damage t� tl�e �rark �r �r�y p�r� C�-� •fl�} thereaf �� a��ia� of �h� ���men�a or from ��y �ause wh���a�ve�, w�at��r aris��g fram �he ���cut�on �� �o�ax�����o� �f �rie wo�k. The contractar �hall rebui�d, repa��� �����re� and make goo� �t h�s o�� ��p���� ��1 ���u�f�� or d�ma�e to ��� por���� of th� �o�� ��ca�ivn�d by a�� o� ��a �er�inab��� �a��es. ���6.1� �� ��IV�R �F LEGAL R�GgTS: Insg��tf�n by th� �nqineer o� a�y �rder b� the Dwner b� p�yrn�nt of m�ney ar �n� pa�rnen� ��r ar accep�ance o€ �n� �o�k, �r any ext�nsio� �� ��rn�� or ��� passession tak�� �� the C��y ��a�� not o�erat� �� ��a�v�r of ��y �ravi�fo� of the �ontract �oc�me�ts. Arx� ������ �� �ny ���ach ar �o�t�act sha�� not b� ���d �o be a��iver of �n� ��ther or s�b�eq�ent breach. The Owne� x�se���s ��� �igh� �o c�rr��t �n� er�or that may be �iscov�r�� i� a�y esti�at� tha� ma� have b�e� p�i� ��� to �djus� the �a�e to �eet �he requ�re��nts of �he �o��ra�� b�cum�n�s. �G-��.�0 �ER50�AI, �.�A�IL��X ��' PDS��C �FF1�C�A3.5: �n car�ying o�x� t�e provisions of �h�s� �or�tract Da��t�qe�ts o� tt� ��c�r�f�ing �,ay pow�� of au�h��rity �ra�te� theret�z����, t�he�re sl��l� b� no �iability �por� t$�� �,utharized repreaeatat�ive� o� the Owner, ��thex' pers�na�Z�► a� othe���.�� x�� �h�� are �c�er�ts ar�d r�pses�ntati�re� of �b� �ity. �6-&. �� �TATE �A�,�� "S`A]C: Ot� � �otst���t ��aartl�d t�y �he City af Fa�� Wv�t�, an orr��ni���i,ot� wt���h q�x�lifi�a for ex�a�ptfon pt���u�n� the grovisiort� of ,Article 20.0�4 ��Y) o� the Texas �imf te� Sa�e� � B�LC��� f aa� Use "�a��t A��, �1�� �ont���to�e may purchase, r��x� o�e 7.���e a�� rn�,�e�e�2��s, s��p�,ies �tn� �c�ufpme�t �xs�� oz` �ons�m�d ir� th� �e�r��rrn�nce a� t�f s c��trac� �� �.��ui�tg to �is eupg�ier �,r� ��empti�❑ c�rtificat� ir� l�.�u of the tax, �af d ex�mg��or� ���tif f��t� �o compLp wf th ����� �at��troller�� Ru1�.ng .0�7. �ir��r �uch e�c�mp�ioa �erti�i�ate i��ued b� t�e ��nt�a�to�c �.r� l�i�x� of �he ta�c �h�a11 be �t�b��ct to �r,d �►l��il �a�p�.� �v�th the pr�rti.���r�s af �t��� Comp��o�ler's Ru���� .41�., a�� ��y o�k�e�c app��,c�b1,e �t�te Cornptrailer ru�.��gs per��ir�ir�g �o �.h� �e�ea� Limited SaYes, Exc���� a�r�� �se 'T�� Act. - Qn � contr�ct aura�cded by a develo��r f�r �he cor�str�ct�o� o� a guk�1�.�Yy�owae� imp�rov��aeat in a�tre�� �igl�t-o�-wa� �r other e�sement w'l�ich has been dedic�t�d �o �h� �ub3i� ar�d �t�e Ci�� af ��r� �o��#�{ an o�qar���a��an a�kxicl� qua�#.fie� �o� �x�mp�ioa purs�ant to the �r�visivr�s o� Ar�,'t��e ��.0� �H1 a� tl�� '��x�s 1��i.��d �ales, Exci�e, a�r�d O�e �`ax A��, the Cont�eact�r car, �rot�+�bly �� ex�tapte� i� �h� sa�� z�nner �tate� above. CG�-6 �l�} � , _ - k � � � , �%* ry • � ' . � � . `� . Y. � . ' ` _ � ;' .- . _� : � • . � .. Li,m��ed �a�e�, Ex�a.�e �nd [Ts� Tax p�rmits an� fnforrna�io� can b� ���ain�� from: , Co���r��.�er o� Pu�bli� A�coun�s S�3e '�ax Ufv�,�i,o� - ._ G��i�o� St�at�i�n . , . Awust�n� T]{ 0 I � 0 ❑ L��� \ S.} { �j . ` ' ' - '�-.: - � �. " . • ' � ' � . �hlS 1 5r � ����� �V�J.+.I« J. � Vi�a7 ��'� ���w���4��4J� i91V1+ ���]t��� �E��`�ON ��-i �i�o���,'U�'���v �i� ��C7��ssi.-, . ��� � ... � �7-7.1 S�SLETTTN�: The C�r�trac�or r�ha�l per�orm �rith ��s or�n orr�ar��zati�n, ar�� +�,ith t�� �as�st�r�ce of �r�orkman ur�der �is imma�3,a�t� �ug��f�nt�nd�,�xc�# �o�� o� � v��ue of no� 1�s� than fi��� {���} p���eat of �h� v��u� �mbra�ed in th� cont�ac�. �� tk�e �ar�tra�t�� sub�eta any ��rt o� th� �r��k tc �� dort� under �1»s� Contra�t �a�usaen�$, �e w��� �a� urxder �x��r circ�mstar���s be r��ieved of ��e res�on�i�iltty ���t a�].igat�or� �sa��n�� ur��er ��xe�� Contr�ct ��cumen�a. ,A�1 transac�ions of the S�ngi�eer w�il �e w�.�� ��e �aatra�to�. i�ubca�t�ra��o�es wi�1 be �an�icler�d only in the cap��it� of eroplo��ee� or xorkm�ri of �he Ct�rrtrac�or ar�� sli,�7.�. be s�b�ec� to �%� sar�e req�tirem�nts �$ �o c��xac�e�c �►t�d cvmg�ten�y. �'�� ���e� x�l� not recagni�e ar��► subcor��.�ra�to�r ot� tl�e work» Th� Cont�act��c eha�1 at al� t��aes, wh�r� the �ork i� in �p��c���or�� �e �repr��ent�d e����r in persor� or bp a s�t��rinter�d�r�� or other de�,ignate� r�pr�s�r��ativ�a. �7-7.� AS�I�NI��NT OE� �02JTRAC�= .Thc �ontr�ctor .st�a1� not a�s�g�� �r�ns ear, �t��l��, c�nrr��►, a�r o�hex�w��� d�spo�� o�, t��,e ��n��a��t or h�a rigrits, t�tle, o� �r�texes� iri o�c �o the 'sa�me o� �r�y part tl�ereof w��Y�out the p��viaus car�s�,r�� �� t�� �}�ner e�p�ces�ed by res��utior� a� �rie Ci�� Cour�cil �r�d cor��t�rr��� it� ��r th� �u���i�s � , . �� t�s C�n�ra�c��� do�s{ w��h�u� su�h �rev�,ou� �oa��a�# ae�igr�� tr��ns��a�r sul�i�t, �aav�g, �� ot��rw#.�� �,��po�e o� the cor�tr��t o�r �iis righ�, �it�.�, o� inte�e�� t���ce�r� or �n�r gart t�e�eof, tv �ay ����or� or p�rsor�s# p�rtn�rsh�.g, cotnpar��r, firm� ar co�po�ratfo�, or �o�� b� be�nkae�pt�y� rr���tM�ar� or �r�vol,un��r�►r or b�► assign�oer�t u�der �h� �,riso��rency �a�vr� o� any st�te, attempt to di$po�e �f the c�ntr��� mz��, �� ��e� optio�n a� the �wne� be re�r�ked �,�xd �r,z��txle�, u����s tk�e Suseti�� shall �u�ce�s�u21�► �v�pl�t� ��i� ��n�ract, �r�d �n th� e�r�n� a� any s�ch r�trocation o� a�r�u�ru�n�� �n� m�niee �u� or �� b��oaae ��e und�r or by virtue o� �a�,8 �ontr��t �ha�Z be retair�e� by �h� �wr��r a� i�.quida�te� �am�ag�s fa� �he r�a�on thm� �t ���ld �e �mp�a�t�cabie �n� ext�eoae�y di�f���t�t to fix ��� actua�. c3�mae�e�. �7-7.3 F1tAfi�CUTIO�i bF T�E '�OR�[# �ri�� �v l�egi,�tr�i�g �r,� cvr��t�u�t�or� v�er�tia�� �he Contrac��r sha1�, s��m�,t ta the Er���ne�r i.n �iv� or more �vp%e�, if ���ua�t�d by �he Engin�er� ��a�og�r�ss �achedu�e p�efer�biy �r� �har� o� �3��gra�m for�r o� a brie� out�.inir�g ir, de���1 at�d ���p by �tep ��,e �aartner o� �7�7 fl� pros��ut�n� the w��� and o�d�ri�� mat�r���s ��d eguipment ���ch h� �xg���� �o fa�low iM o�d�� to co�plet� ��� prajec� i� the ��h�d��ed ���e, �h��e $hal� �3so b� ��bm�tted a ��bl� o� �stimat�d arn��n�� ta be �arned b� t�� �on�ractor duria� �ac� rqortth�y �st�.r�a��� g�riod. �--� - �. � , . - � , � ._. �he �ar��.��.���r s�al� �omrn�nce th� �+'ork tn �e ��rfpra��d r�nd�r this ��r��r�ct withi� �}�e tfm�s limit s�.a��d �.rt these �an��act D�cumett�s ar�d �ha�� �onc3uct �he t�rorl� �r� � �on�inuoas ��r�ner and wtth sufffcie�� �g�i�m�nt, n��t�r�a].s, an� �abor $� �� ����s�ary ta ir��ux� its c�rn�p�.�tion �rithir� the tf�� �.#.mi�. Tk�e seq�er�ce ac�qu�st�� of ali �onstructior� o�e�ea�i�ns ��ia�1 �e a� a�� ��.uae� �� sp�cified irr tlte �p��i�l Contr�c� �o�ur��nts . Any devi.a�ipn f�om scuh s�qu�r���t�g �t�alY be subm.ittec� t�o the Er�g�z���r f�r his a�p���r�l. Contr��tqr �h�Il r��� pro�eed �r�th a�y devia�ian unt�fl h� h�a rec�ived �rritt�n ap�rav�� �xom t?�� Engine��. �uch specificati��► or �pproval �y �he �r�gi��er eY►z,7.�. r�ot rel�eve th� �on�x���o�r ��carn �he �u17. z�spo�si���i.�� o� �he �omplete gerfc�,�m�n�e o� t�� �ont��ct. The �ontract ti�ne ma� •�� �han�e� on�y as s�t forth f.n S�ct�or� �7-�7,8 "��tensior� �� Tirn� o£ C�s�p].et�,�z�" a� �l�is Ac�re�mer�t� an� a prv�ress sck�edul,e s���.�, nvt �ons�i�ut� ��l�ang� ir� �h� cor�tra�� �a�ma. C7-a. d�IM�TA��O�� �� O��RA�I�i�S= �`h� wnrltir�g ope�rati�ns �ixal,�, a� all ti.t��s be c�nducted b�► �h� �o��ra��o�c �so �� to crea�e a m�,n�.�murn a�otzr�t o� ����nven�.�r��e to t�� ��b�,fc. At any time �rher�, in tt�� ��dg���� o� th� �r�g�r�eer, tk�e �ont,rac�ox �ta� ob���c��t�d or �1o��d o� is cazr��ng ar� oper�tio�n$ in a por�#��r� o� � street or �ub��c way c�rea�t�� �han �$ ����ss�.r� fo� the pr�per �x.ecuti�n of the �rork, th� ��s��n�e� may r��uire the �ontractc�r �o f�t�ti.sh the ��ct�nt� or� wl�fc� �per�tio�►� are i� pra�x�ess b�far� �he �or� i� ��m�e�ced on �n�* additia�a� se�tion o�r ��.reet, �7-7. ��CBAR]hC�ER OF bJORKMEN AND� E�U��MENT: I�oC�,� ��,bor sha�� �e u��d �y the �o[�tr��tor is avail����. T4�a Con�ractor �ay l�rir,g in fram out��d� �he ���y �� �oar� w���k� h�s k�� rn�n ar�� - h�s ��pe�t��endent. Axl a�heac �or�m��, ir�c].ud�.r�g eq�fpmer�t �perako�s, �ay be �ru�o��ed �nly �fter the �.o��,�. ��pp1� is exha�sted. '�h� Contra�tor �ht��l +�mp�ay o�Iy suc� ��xperir�t��d�ats, �or�rn�n, �n� �tork�►er� wha $r� ��reful, ca,�►ge�e�x�, ar�d �ull�► gualified to p�r�o�tt� ��e dtttf�� or ta�lcs �s�igne� �a th�m, ��td �h+� Er�qitxeea� ���► dem�r�d a��n� s�cure the �urn�n��r�► +�i�rni�s�]. �� an� pe�racan a� per��n� ��nploy�d by the �antractoar �r� or abaut o�c o�► th� w�rk ��rio, ft� t%� ���nicrr �f t�e �+�►�ne�� s�ia11 mfs�or�duct hirn��l� o�c b� fo�xad to be �a�ompe�n�r��� disresp�c�ful� it�te�np�r�te, ��.�hoa��s�� or �7-7 [�? �th�rwise �bject�onab�e or ne�lec�ful in the pr�per p�rforma�ce of �i� o� �h�ir �ut���� or whv �aglect� or xefus�� ta �o�ply �i�h or carr� out th� �ir�ctio�s af �he O�w��r, a�� ��ch pers�� o� pe�sons s��ll not be e�p�ayed a��i� t�e���� w�thout ��i��en c�nsen� o� the E�g�nee�. , �4 A11 �ork�e� s�ai� hane �u�fic�ent skil�# ���l�ty, ��d �x��rienc� t� p�op�rl� p���orm the w�r� a��igned �� �h�m and op�ra�e ��� equ�p�e�t ��ce�sary �� p�op��ly carry o�t �he per�orma�ce �� �he As�ign�� �uties, �h� Co��ractor �hal� �ur�ish ��� rr���t��� o� ��e wa�� a�� su�h eg�i�me�� �� �� �o��ide�ed �o � ����s$a�y ��� pzose��tia� o� th� w�r� �n a� ��cep���le ���er a�d a� � s��is�ao�n�� rate of pragress. All equfp�e��, taox�� �n� ma�hf��ry used fo� ha���ing �at��ial� ��d executing ariy ga�t of t�� work shall �� �u��e�t �o th� mpprov�l of the En�i��ar and �h��� h� �aintai�ed in � �at��f���ar�t ��fe and effici�nt �ar�irig �o�ditx��. Equi�me�� on �n� �or�ion o� ��e w�r� �h�11 be �uch �hat n� �.��ur� �o �h� �tvr�C, wor]�c��n a�r a�ja��nt prop�rt�r t,*ii� ��su3t ��o� its u�e. �7�7.5 �oR�K ���E��'��: E1ap�e� vt�rD�i�g ���r� �ha31 ��s �ornputed ��a���lz�g wa.�h ��� �irst da� of wark com�lete� a� �e�ir�e� ��t �3--1 .� 3 "�DR1C��T� �A�'" oa� th� d�►t� �ti�u��ted in th� "i+QOR�C ORT3�R'" far begi��r�in� �r�rk, w��ck�e�r�� come� ��r�at. �•�'�- b�o�k��ng in �h�se �ont�act �v�u�ent� �ha�� be cor��trued as prai�f�iti�g �l�e Cor�t�aatar €��m �a��Ciag �t� �at�tr�ay� Sun�ap or �.�gal Iiol�.days f paco�ri.c��.�xg that tl�e �o�l�ur�rig r��a�remer�ts a�c� met: a. A req�e�t ta wa�ek on a sp�cif��� 5atur�a�, �u�nc��y or Le��1 �oii�a� mus� be �nade �o tt�e Fng�r�eer no iat�� th�n th� prv�+��d�.r�� '�hu�ed��. � b. At��r �orl� 'ta b� don� on th� p�o�ec� on �u�� a �p�cffic �att�r�a�►# Sur�day ot Leg�� 1��],�da� m�st 6�� ir� ��he �piniott �f the Ea�ir�eer� ess�at���, to th� ��m�l� �o�gl�ti�r� of ��� pro�e�t. The Er�g��e�r'� ���f�sion �ha�� be final �r� �re�ponee �a �uch a �equ�st for ��pro�r�� t� �rork o� ��peci��� 6a�u�day, �unda� or L�ga�, �oiir��y, a�� aa extza cornper►sa�io� shal]. be a��owed to �lt� �or��ra�tor �or ar��► wvrk �e��orme� �� �u�h � �pec�fic S$turda�, Sunda� or �,ec�al ���i���►. Ca�l�nda►r Da�rs sl�al� he �e�i��d in �].-]..�+0 r�nd the Cort��actor r�ay� war}� a� h� en �e�����. , C7�7 � 3 ) �7-7.7 T��E 0� ��M�EN�EM��T ��D COMPL�T�O�: T�e Contr��ta� shall commenc� �ri� w�rking �p�ratio�s ���h�n ��e ��m� -�pe��fie� in �he Cantra�t �acu�er�t� �r�d se� ��r�h �n tk�� �or�C �rde�. �ai�ur� �,o dc� �o shal� �a� �on��,de�red by t3�� ��r�ne�r as ���nd�r�r�en� of tkte ���t�r�ct �]�.. �ri� ���r�tr�,��.pr �ar�d ti�e Own�r may proc�ec� a� h� ��es �it, �'he Cont�ac��� shal�. ma�n��in � rt�t� of pro�aeess sv.�h �s will insu,�e tk�at �he w�ole �ark wil� be pe����t�ed and �h� gremi��s cY�an�d up a�n ac�ordance wit� the ��r�tract Docurnen�� ar�� wit�it� �.l�e tim� eata�Lish�d in su�h d�cum�nt� aod �uch exter�s�.o� of tirne a� m.ay b� �ra�exly �u��ori.z�d by the Own�r. �7-7. � �XTEIw]S�DAi �F' ,TI� �OM�LETIO�: 'i'he �pr�t]CaC�o�r' 8 r�quest �a� �n �xtension a� �i.�e o� �ornp�.etion gha�.�, b� �c��s���red on1� wt��n trie �ceque�� �or suc?� ext�nsfon �s s�bmi.��e� ir� w�ritin� �.a th� �s�gir�e�r wfth�n se�en days from and �ft�� �l�e tim� �1�.���d ��u�e o� d�lay s�xal� hav� oc�u���d. �h�ul� ar� e�c�.��ssion o� �h� t�,�ae �# �orep�.����ri be a���u�s��d sa�h reguest wi�], be far�arded �o �he Cit� �our��i�, ��r �pprov�l . Ix� ad�usting the �os�tr�ct time for comp�.etian �f wa�ck, cor�sid��at�on vr�.li �e given to un�orseeabie caus�� b��►o�td �h� ��r�t�a], of �,nrl w��hou,t �he fa�x�� ar r��gli��r�c� of tk,e �ot� tractar , inciud f n� �ut �irni��d �o ect� o� the �� �1 i c er��m�' , �c ts af �h� {3wr��s � f ir�, f�,00d, tornadoes � ep�d�rai�s � gu�ara��ix�e rest�ic�io�n�� strilc�s� �t�fgh� emba��go�s, or d�I��r� o� s�b��ar��ra�t�rs clue to �uci� caus��. wh�rs the dat� �f ��mp�et�or, is �a��d on � ca]���d��c da� i�idt a r�qu�st fo� e��.�n��or� of time b�cau�e o� in��.e�ent weather c�i].1 �xat b� �or���d�red. A requ�s� �a� e�t�n��or� �f ti.rn� c�ue t� in�.�ili.t�r �� ob�a�n �u�pl�.e� and m��ea��.al� �ri,ll be con�i.d��ed or��.y w��r� � r��r�.�a� af �he �on�r���or's �urc�ase or�e� 8ates ar�d athe� perti�ent d�t� as ��q�e�t�d b� th� _. Er�gine�� in�icates tltat the �ontrac�a� ha� roa�e a box�a��.de a��em�t to �e�u�ce ����ver�► ar� scY��dt��e. Tk�i� sha�ll inc�.u�� e���rt� �o ob�aist �he su�pp�ies att� a�a���eials �E�eorn al���r�at� �ou���� �r, ��se tt�� �ir�t eou�cce car�n�� �k� de�.�,ve�y. �f ��tis�act��� ��e�cut�,or� ar�d comp��tior� af the cor�t�ract �hau�� r�quir� w�rk ��d ma����al�s ir� qr��ter �a�our�t� or qux���}��es t�an ��hcse s�� �or�� #.n t�e app�o�red �ontract Do�urn�r�ts r then �h� ��n���ct �i,rn� �a� be inareas�� b�► �k�anc�� O�c�e�. �7�7.� �EL�iYS: '�h� C�ntracto�c e�h�i� x��cei,�*e r�o �ornp�n���.ion far d��ay� a� k�ind�ar�ces �a the �rork� �x��pt �ah�� dfr�at afl� uz�avoi�a�le extra cos� ta tt�� �ontractor is caused h� tl�e failure oi� tl�� �ft� to prov�d� infarmation or ma�ex'��1, ii� �7-7 �4} :'i_'�;:'� -._ - . . `` " � v:;-,r� :, 3.- =�� l,_ - .• -r,� ' ,�h•' ' I•++ � •. '*`"-��� -'y;F_ • ;t�' 4 k� w � f: � � _ -.r 'r� y- -� - - _ � _ ' ' _-.l 1 L • i i �.a 1 " ' ' � � � �'� �*i+ , � , � � • T ' ' ' � , • ,� • �. - . �r,�►, vrhich i� �o b� furr��she� �� �.h� �itp. wh�n �uch e�c�ra com���s�t�o�� �.$ cla.fined � wri��era s�atemer�t th�re�f ����.1 �e p�eser�t�d �y ttte Co��ra�to� tr� t�e �r�gine�� sr�d if b� k�im �ound ca�re�� �ha�ll be �ppraved �r�d re���r�d by h�m t� �h� �o�nci� �or ��,naY �gprovaY o�c di�approva�� and the act�or� thereo� by ��e �auacil �h��� _b�-•f ir��l�- ar��l b�r�d3.r�g. �f �elag ie cx�uae� hy �ape���i.� orde�cs given b�r the Er��fn�e;s ta �to� raorl�. ar b�r ti�� per�ormar��e of e��t�c� wrork, or �� �he f��Y��e �f �he �ity to pro�id� �aa���ri�l oa� r�e�essar� �r�s�rt�ctione �ar ca����ng on th� �ozk* ����, �uch dela�r w��.� entitle the ��n�aeacto� ta �n equa�v��er�t ��cter�sfon a� �fm�, his �gpYicat�on �o�e w��a�x �h���, i�o�a���r, be $u� je�� to th� a����val af �h� C���► Caun���; anc� �o auch e����x�ai�r� o� ti�e sha�Y �r�lease ��e �ontractar o� t�x� �ure�y or� hi� ger�orm�ace ��n� �rom ��Y hi� o�l�gatior�s �e�eu�dar vrh�ck� �Y�a�7. rema�i.� 3.n fu11 for�e ur,ti� �Y�e �f�ct�ar�e o� t�,� �or,tr��t. �7�-7.1Q TIME 0�` CO�SPL�T�D�; �'�ie ��.aae o� �ompl�t€o� i� a� e�ser�t,�a3. e�ernent af tk�e �ontr��t. La�h b�d��r �hmYl ir�diaat� iri �he app�cop�z.a�e pYa�e an tt�� �as� page o� t�e Propasa� �k�� x►�mb�� �� +�o�r1��.a�c� d��s or ��1er��ar dag� �hat i�� w�.�� requfre �� f�tlly compl�te �his contract o�r the tim� �f �omp�.e��o�t �r�.l]. �e �p�oifie� by �i�� �i�� ir� t�xe P�opo�al s�ctton o� tk�e -contract dvcumen�s, . .. . � _ . , . s - - � _ - ' . � . ` � ..�i��� �nu����r o� �ays i€�di�,�teS �lxall be � acea�lie��,� es�i�►a�e o� the ��.m� re�u�red to coru�l�te �he �r��k covered by ��,e ��ecif ic �or��r��t �ef ng ��d upo�. '�he �vur�t v� �im� eo sta��d by .th� �uc�e�ss�u� l�idt�er or the ��t� wil�. ��come the tim� o� ��mp�e�far� apec�,fie� ts� �h� �on�aract D��u��n�$. F�r ���h �a1e�d�r ��y th�� an� worl� ah��1 r�maf� un�ornp3���� ��tez th� �irne �ga�itied ir� the �ori�ract ���un�ez�ts, �r the ir�cr�as�d �i�e g�car,�.ed by� tk�c� pwr�er, ar �s ���omaticall� in���ase� �y a����io�al �o�ck �r mater�a�s orc�e�eed a£t�r �he cor�t�ra�t is s�grted� th� ��� p�� �ay giver, in th� fv�lc�ufr�g ��hed�l�f x�r��,�ss o�hea�v�i�e ep�cif�e� i�t ��h��c pa�t� o� ti�e �o�tract �}o��rm�r��e, v�ili �e d��xxc�ed from �nor�ie� due �he Contr��to�� �o� �,�- �, p�r►alt�� but a� l�.qnida�t�e� �a�aa�es �uf f e�ed bp �he �ter . Al�S�CT�iT �F �O�T1�CT Lesa t�an $ �,�0� � 5,��]. to �$ 15,�Q0 � 15,0�� �o � �S,OOQ � ��,QO� �o $ SQ,��� $ 5�,��1 to $ I00,0�� � Y�U,��1 to $ 50Ut��0 �7-7 � 51 ir��lu�iv� $ it�c�u�iv�x $ ittclu�ive $ ir�cl�t�ir�e � ir�cl�s�ive $ �r+c�ra�i.v� $ 35.00 A5«0� fi3.b� 10�,�� �5�.0� �I�.00 � �VVfV4� 4� �I�VVk��V�U ���'i�.��.�� +� �1JiVV ��r������� �.� ��r�Q�f�Q� Y=3C�S1��1�� ,� ���.�� ��, �00, ���. aIid OVe� $ ��0. �0 The �arties h�r��a under�t�n� ar�d ac�ree t�,at an� 1�a�rm �o th� Ci�y caused �y th� ��nt���t�r r s de�a�r i n �omp�etir�g t�e wo�rk �er��nde�e t� t#�e t�rne �pe�ifi�d b�► the �ontr���. �ocuments wou�d �e ir,c�g�b�e or �r��y �d�f���u1t o� a��ura�e ��tima�tion� ar�d that �1�� "Amo�nt o� �iq�tid�ted Damages Per bay" t�s set o�tt ai�ove� i� a re�sor�abl� �o�ecast o� �u�t cam�er��atio� t��se �he �ity ��r �arrn cause� �� an�► �e1a�►. C7�7.1� S[I�PE�?��0� H1� �QL�RT O�tDEFts The �ont��c�or ahal]. �usp�r�� op�ra*ian� or� eu�� part ar �ar�� of �.�e wor][ o�rt�er�d by an�► coux�, and will r�vt be en�i�Ied to a��itior�a� comp�r���t�ion by rr�r�u� o� s�tch c�ur� or�er. Neith�r wf.�], �� be liable to the �i�y �,x� �.l�� even� �.kte wo�l� i� �t�sp�nded by � �vu�� Qrde�. �either �i3.1 th� Owr�er b� ��ab],e to t�i� C��x�ra�t�o� by' v�rtxx� of an� Court Ord�r or �c�ior� for whi�h the �wn�� �,s r�a� �ao�.�ly res�o��ibY�* �7-7 .�2 TEI�PORARY ��]S���T��O�: The Owner �haJ�� ht�v� �he right to s���en� �.�e �ro�k o�►�r����n �rh�ll�* �r in p�rt f�r su�h p�ri�d or perioda �� ti�� a� �,� u��� t��em ne�����r� du� �o ur�suitable weather candit�.or�� ar ar�� v�h�r �nf�vora�Ye �or��itfons wh�ci� ir� th�3 ogfnfan of th� �vcrner or �r�gfne�r ����e ����he� �rase�u�io� af �he wark to �e unsati�fa��ax� �x de�ri�r�nta�, ta �he �,�nte�e�t of the projec�, Dux�r�g t�mgora�ey suspens.�o�t of �v��k cover�� bg this cont��ac�, i`or any r�as��, t�� �wn�� w�,l� make no ext�a gayzu�nt �ax ���,nd,-k��► �irne o� cor�s�.�eu�ti�� equi�m�n� �n�i��x' c�r��tr�t�t�a� �r�ws. �f it ahau�� be�om� ne���s�ry �o �s�spenc� wark ��r as� �ndefin��� p�z�i,odt the coz�tractar �hall ato�ce �11 �a�ter�als i,� �uch manrt�r tt��� tl��� w�,�� t�ot ab��ru�t or i�ape3� th� pt���ic ur���c��sari�y nor ��caa�� ��,mag�d �.�x �r��► +�$�, aa� l�e shall t�lte ev��� ��������.or� �o prev�nt d��n�ge �r deterfor�tion o� trie +�ork p�r�ormed� he �l�x�11 pro�rid,r� ��titable drair�ac�e �tbout tri� orarl€, and ����t ��mpa��r� �tru�tur�� whe�re ne�es�ar�r, �Sl�o��d the C�r�tractor r��t �e �bl� �o �co�upl�ete a por�iart a� the pro�ect clue �o c��uses be�or�d the contro� af and v�i�t�ou� t�ie faul� or negliger��e o� t1�e �ontr�c�o�r as ��t �or�?� �n Paragragh �7-7.� E][�'B�I��O�i QF TH� 'Y`�i�i� 0� CDl�i��E'��p�l, �n� $houYd it be �ete�m�rted b� �nut��� �onse�� af the �ontrac�a� a�d �l�e Engir��er tt�at ��olutfon to a�1ow cor�struction k� p�n��erl �,s r�ot avat�ab�e �r�th�� ��re�sanab�� p�rfod of �i�n�, th�r� trie �oa�rac�.��e ia�a� �e r�im��rsed fa� t�e ��st �� mov�ng hi�s �quipment o�� tl�e job an� ��t�rnina� t�� r����ssar�► equiprn�nt to ti�� jo� �h��x it is �e��r�iaed l��r th� �r�gine�r C7=7 {�� -�. . , � . , . �="��51��' r��.':�`-. - 'i '.� ' '� � .• • �.fa } • , �. '�J } .1�4. .4 " . i. !. . — " � that canstruc�i�r� may be r�sumed. �uch re�lrabu��e.��nt sh��J. be �ase� on a�tual �os� to �he Cor�t��ct�� �f movfng t}�e e�u�.p�n�nt as�d r�o prof�t w���l be a3�or�e�, i�o reimbu��a�ment �ha�.I be al�o�red if the �qutp��nt is �ove� to ana�tte� �one��uc�•,ior� pr�jec�� �o� th��� ��t�r crf Fort ��rth. Th� ��ntractar ghall �o� �u�per�cl wo�ck vrit�out �rritten r�oti�� f�c�r� tt,e Ertgin�er a�xc� sh�1L p�eoce�d �r��it �h� �r�rk �p�rat�ior�� prornp�3.y �aher� ��tif�ed by tY�e. �r�g�nee� to �� resume operat,ior�s. ' ��� + • 13 A�i1F'i�iw�i�LJL7 �i LVi1'l�ti4� 1/L/� �iJ ti7�1�V'�tiL �i'1�i4����i � �Y�en�ve�, be�au�e of �at��na1 �m���g�nc�(� �� �ecl�red by the F�esi�ent af tl�e Uait�� Stnt�s oac o�lxer 1a�f�t1 �u�harit�rf i� b��om�s �mp���ible for the �o��r�c�or to obtain ail, af the nec�sa�r� labor, m�terial�, ar,� e�u�pmer�t �or the �roae�utfan of �he w�rk vrith ���.s���►�►ble �or��i�uft� fo�c � pea�iod _a� twc� moat�i��. tl�� �on��ac�o� �ha�� �r�t�h#.�x ��ve�n day� �����y �h� Ci��► tn wr���r�gr gitr�.ng a� ���a�l�d s�ate�n�n� of �rie �f�orts� �h�ch hav� b�en mac�e and i�s�,�n� �1]. �ece��sar� i�ems of i��or, ,�at�r�alst and equi�ro�nt aot ob�ai�abie. i�t ��ter inves�igationa, �he Owrr��r f�nd� th�t �uch ca�di�iotss e�Eisting and �h�.� �he in�b�.lit� af trie �o�,tr��tor to pro�ee� i� r�o� attri�u�a�le ���' �rhole v� in �art, t� the f�u�t or r�eg���� a� tl�� Co�xtr��� f�hee if th� �wr�er cannnt ��'t�� �c�asar����� +���o�rt as�is� the �c�s��r���or ir� gr�c�trfr�g �nd makin� �v�i�.a?�le �he t�e��ss�ry 1ab��c, arater�aYs� ar�� eq�ipm�nt with�n ti�t��� �a�st ��x� �oa�ractor rnay requ�st the �wr��� �o ��r�i.r,�.te the �on�ract an� the O+�ne� rna� comp�g w�th th� �requ�st� �►�d �he ���rn�.tx��i.o�n ��ial� l�e c�nrlitfor��d �r�d ba�ed upon a fi,r�al ���t1�da�n� m�tuall� a���ptal��e ta ba�� �he �wr�ar a�nd the �on��ac�ox� �n� final �aymez�� �h��l be ma�� i� accar�a�xc� �a�th the ���ms o� the ac�xe�d ���tle�mer,tt �r�tic3� sha��. �r�a�.�de, but �o� �e i�ra�ted ta, the pa�rrnent �o�c all ve�rk e�ecut�d but �no �nticipated ��ati�s or� w��l� wh�ch k�as r�o� bea� perfar�ec�. �7-7. �4 SC]SFEN�IOi� DR ABANDQ�I�T �F �'S� i�D��C AN� At�+�L��,1�N"14 p� COi�'��tACTz T�e �ork op��r���o sr� on �►11 o�r an� por�i�n ar �ec�io� o� �he �ror�C �tnd�r �on�r��t shr�11 be ausper�de� imrned�a�ely or� ��i��etx �r�er of ti�e �nginee� oar �he �or�tar�c� ms�� �e �e����e�' ��r�c�Il�d �� t�e �ity ���tr�ciX for ar��► goa� �r�d �uf���fent cau��, The following+ b�t w��r a� exa�p��, 'bttt �o� o# limi�at�on, ��t�r b� �on�i�ere� groun�� far a�x�per��ior� or �art�ell�et�.or�: � a. Fai �ttr� of �k�� �on�ra��v� to �a��ence �or� operati�ns wf,thin �i�e time specf�i�8 in the Wor#c �rder i�su�d by the Qwtxer. C"1—� '( 7 } h� Su�s���t�a� evide��e �hat grogr�s� o� �he wor� aperatio�� �� �on�ractor �s insuffi����� �o �ampl�t� ��� w�r� wi�hi� �he sp�c��i�d �im�. c. Fai�ux� o� the C��t�act�r to p�avi�e a�d maf���iri s�fficie�� 1��or �n3 e�u�pment to prog�rl� �x��ut� �he worki�q �per�tio��. �. 5ubs���tia1 evid���e th�t ��e �o�tra���r has � �ba�d��e8 the w�rk. �. sub��a��ia1 ev����c� �hat �h� �ontrac�o� h�s �eco�e insol���t �r �ankrup�, ar oth�r���e �ina�c�a�ly � u����e �o c���y on th� w��� �ati�����oti�y. f. Fail�re �n the part o� the Contracta� to oba�r�e �ny �e�u�z�me�ts o� t�e Con����� �oc�m��ts ar to c�mply �i�h �n� o�d�rs g�v�� �y t�� En����e� �r D�+�ner pro�id�� for in t��se Contr�ct p��urn��t�. �. Fa�1ur� �f t�� ��nt�ac�or gro�p�Y� ta ma�e goad �ny d���ct i� ma������� �� wo��m�n�ri�p, or a�� d���c�s o� a�� na�u�� th� corr��tion o� �h��� h�s b��n di�e���d �� �r��ing �� th� E���nee� �� �h� O�s�r�e�. h. �ub�taritial �vi�ence of co1l��ion for �he purpo�e o� ���e�a��� g�oc��ing a�ontra�� or pe�pet�a�ing €r��d o� ��� C��y �� �h� c�nst����i�� of w��� u���� ����ra��. i. A �ubatanti�l �ndicati�� tha� ��e �an�ra�to� has ma3e a� ��a�thariz�d a�si��ment o� the c������t �� any �unds due th�re�r�m �or the benef�� of a�� �redit�r or �or an� oth�� �urpose, j. �� the �antr��t�r shall f�r an� caus� wh�tsoe�er �o� ca�r� o� �he �or���g ap��at�o� �� a� aaceg�able m$�h�r. k. Y� t�� �v�tr��tv� c�mm��c�� leg�l a��io� �gaia�t t�e Owaez. ��opy o� �he �us��ns�a� �rd�� or act�an of the C��y �o��ci1 ��all be s�rv�d on the Contra�tor'� S�ret�es. �h�� work �� �u�pen$ed f�r ��� cause �r �au�ss� or when ��e ���trac� �� �$��e�l�d, �he �a�tractor sha�X di�co����ue ��e �o�k o� ��c� part t���a�f �s the Owner $�#Y� �estgria�e, whereug�� th� Sur�tie� �a�, at the�x a��io�� a��ume �he �on�ract o� tha� par�io� ther�o� w��c� �he �r�er has ord�red �he �o�tr�ctor to �ia�o��inue, and �a� �er�orm ��e �ame or m��f w��h �he wri�te� �7-7 i�� :t- F' T { �,j'�„5' ' '' � -- . r con�ertt of the �wr�er, �ub�.et th� w�rk o� t�a� pertion o� th� �ro�rk a�s �a��� ov��� prov�de�i �owet��r, �h��. �i�� Sur��ies a�a�,l exercis� ���ir optf�r�, if �t all, �r�thir� �wo �te�ks ����r th� w�ei�t�r� not�c� to d�scont�ir�ue the �c��}� h�s �e�n �erve� upon the Cont���t�r �r�d up�n th� �u�e�ies a�e �hef� authv�e#.��d a��r��s. �i�� 5u�e�ie�. �r� �u�h event sh�11. as��me �he �or��.rac�o�r'� plac� .��t a�� re�pe�t�� arrd �t�all be paid t�� the �wn�� for a�� w�rk p���o�'�d�d by �h�� iz� a�cordar�ce wi�� �he t��rns of the �on�,ra�� �oc�nn��tta. Ai]� rnonies r�ma�r��.�g du� the Con��ac�or �►�. �he t1�� of thi� d�f�ul� ���11 the�ce�go� becom� d�e a�n� pa�►�bie ta th� Sureti�e as tk�� war}t p�ogres�es, ��b�e��. t� al� af tt�e t�r�s o� �he �or�tra�� D��ua�ent�. �n case �he 5�retf.es do �ot� w��h�n� �t�� he�ce��x�l�ove sp�c�f ��� �is�er �xer�ise the�.r rig�rt nad �pt�.on to aaeum� the c�r,tr��� re,s�or�s�b.#,li��i��, 4r that portio� th�r�o� vrt�ict� the Owr��r f�a� o�criere� �y t�e C�n�rac�or to di�cor,tit��t�t th�r� ��e �wr�er sh��1 h�v� Che �ow�r to ��mp�ete, by �or��rac� or.o�herw�s�� �� �� ma� c����rm�r��t the w�rk k�e�e�n d�ec��bed or �u�� pa�r� tk►��eo� a� it �aay de�m� nece�sary, and th� �or�tr�ctor he��t� �r��ees �1�at the Dwa�r sha�], have �h� ri�ht to �al�e poas�a��on af attd u�e any mr�ter�als, pxante, toa�.�, equipment, �u�pli.es, ar�d prope�c�� o� �n� 1c�n� �rov��ed by �he Coretractar far t�e pu�r�os� o€ c�,��y,�r�g o�, the wor3t �n� �o �aeo�u�r� �tk�ex �a���, �qufpmer,t,. mater�,a��s, ia�or �t�� grop����r �o� ��� �omp�.�tio� a� �l�� ���k� and �o ct�$rge t� tl�e ��c�u�t of th� C�€��ra���r o� �x�S.d �on�raat e�per��� for lahar* mat��i�],s � iDD�S � ec��ipm�nt, ar�d a��. expen��s i�cider�ta� th�r��.o. T�� expens� so ch�►rc��d ��a1,1. be de�uctad by the Ovrner frarn such mor��.es as may �e �ue o�e rnay beeorE►e due a� aany tim� ther�a�ter to the �ontractar t�nder ar�d b� �rzrt�ue o� �he �or��rs�� or �r,�r part th�re��, fihe pwner sha�l not �e ���ui.�c�d to ob�a�r� the �ow�st �fd �or the warl� comple�ir�g �h� �ont��c�, but the ea���nse t� be c7�du�ted sh�Yl be �l�e a��t�a� �o�t �f tk�e owr�er o� euch r�o�ck, 3n c��� such ��c�e�es�s s��],�. ��ceed th+� amcur�� wh�c�i vro�xld ha�e ���n payab�e unde� the �ontr�c� �f tt�� �ame t�ad �aen com�����d �� the ��r�tracto�� then t�e �ot�tra��a�e �►�xd hi� 3u.r�t�e� sk�a1� pay the amourtt of euch e�c���� to �be ��t� or� �xoti�� frarn tt�e �wn�r o� �he e����� d�e. Wl�e� �n� pa�ticu��� part of tl�e v�vrk is be�r�g �arried an �y �l�e D�r��r by �ontr��t er �t��rw�se ur�d�r'�he pro�ri�for�� o� ��is eec��ar�, the �ontractar shall �on��.z��e th� re���nde� o� tl�e work �r� c�nfarm�ty wi�h �he terrns o� the �antract Do�nmet��� ar�� in �uch a��r�r�er a� ta not hir►der ar �.t��e��ere �titt� p�rfc��rm�r�ce �� the vrork ��► t�e Dwner. C 7-- 7.]. 5�U�F � LLI�Eri�fi � F COI�TRIdi�T : c�a�icl�red �� havir�g been f�].�f�.led, ban� or �onds ar by law, �rk�en a�l �h� p�r�� of th� pro je�� cvve�c�d by th� The Con��c�c� wf 11 b� sa�ve �� �a�o�*id�r� i�t �ny wc�r� an� �,�.1 sactior�s or �or,����t �ocurae�n�s have �7�7 ��? �ee� �f�ish�d and c�m���ted� ��e �ina� ���p����on �ade b� �he ��ginee�r and t�� fina� a�ceptan�e a�� �i�al pa��e�� �ade by �n� o����. ��-�.�� ���z����ou �o� corzv������� �� �g� o��: �. �DTI�� 0� TER�lxNATID�x Th� �e.rfo�ma��� of the w��� urs��r t�� con����� o�� �e t�rmi�ated b}r the �wner in w��l�+ ar �'ra�n �ime �� ���e in pa�c�rt �r� • acco�d�nc� with thi� �ect�o�, whenev��' �I�� Ow��� ei�all d�ter�ine tha�� ���h termin��ion i� in ��� best int�r�st o� t3�e D�'�e�. Any sucl� t�rsrt�r����v� shall be e�fe�t�d �� mailtag �€�ot��e of t�rmi.natiort to ihe �or�t�a�to� spec�£�►,�nt� th� extetrt �o wt��.�� �er�o��an�e o� �aox'k ur�der the cont�eact i� �ermina�ed�, and th� date upon w��ch �t�ch t�srrn�nat�.or� b�cvxn�� �ffect�v'e. R�ceipt �f the n��3.�e ���17. be ��em�d aonc�u��v��y preaumec� anc� �stab���hed w���t �he letter is g�aced in the [�nite� 5tat�s ���.� b�► �t�� �wn�r. F��r�h�r � it �ha11 i�e d���e� �or���u�a.v�ly gre�uz��rl �nd est�l��l.tsh�d ��$� ��t��x ���r��na�ior� i� �s�� vr��h ju�t �au�e �� �h�r�ir� st�.���� �r�d no proof �.� �r�� claim� �l�rnand vr suit sh�.�.� b� �eq�ire� a� the Ownex xe�a�df nc� such d�.�c�re��.ona��► ���ion. 8. �ON'FRACTOR A�'�IO�: Aft�r r�c�ip� �f � notic� oi t�rm��a�i��� �.z�d ex�ept as o�he�wise d�rec�ed by the ��gi.nee�, the C�r���a���r sh�1�: �,. Stop work �tr��er the c��tr�ct o� th� ���.� an�1 �� �he �xtent sp�c�.fied in �l�� r���.�ce of t�rr�ination; �. place �n� furth��' cardera or ��hcar►��a�ts fo� ma�erials� s��cvi�es or ����13.ti�a� �x�ept as ma� b� �e�e8�ar�r for comp�.etiar� af s+��� port�on of �he u�vx'l� un�er th� cantract n� �� r�ot t�rruin�ted; 3. � terr�t�$te ��1 ord�r� ��d �u��ontracts to �.h� ex��nt t3�a� �h�� rela�e to t�� ��r�'oacm��r��� of w�r�r te�ca���a�ed �y ��e n�t�c� of termin�tion; �. tr�n�fer titl,� to �h� �+�r�e� an� de].iver in the manr�er� �� �b� t�ra�s, ar,� �o �h� �xtent, �.� ��yr d�r�c�ed by �h� �ngin�e�: �7-7 { � � ) , TtµiF. ' , ti:' { i '-' :`i��-�:—�;;;.'f' -.{-,;}':� i� ' ,'� � " ..k�. : ` . � . �. . • _ , . _ 3•. }k. _ ,��+s' . . . �. the ��ic��cated or ur���b�i��ted part�, worJ� in pr�c�s�, comp�eted wo�rkF supplies and o���r m����r�a� �r�d�a�ed as �� parG of � or sc�uir�d in �or�n�ct f c,r� �i�h the� �er�o�r�anc� o�, th�s work � termtr��ted b� th� r�otice of ���mir�a�iani a�nd b. ��1� COri1�leted� GY` paftiall]� CC>A1�l�t.�$ g1ar��� C���V�T�.��Sr �r���x�rna�ior� �n� �t��r prop�r�y�w��,��� �� th� �������t h�d beer� �o�p�.��ed, wou�,d hav� b��n �ec�ai.�ed �o be �urnished �o �he p�wnex. 5. co�plete gerformanc� o� ��ch part of �he �rork as �ha�.i not t�r�v� been �ermtr,�te� by t�� notic� v� term��nat�o�x �n� 5. ��1c� ��ch ac�t�ori a� �a��► be r�eces��ary•, or aa �h� Er���,�e�r �a�� a�f�c��t, far the prote�tf�n �t�� pr�ser�ration ot the �r�per��► r��ate� ta ft� contract �h��h� ��a ��t the pos��ssior� of �h� Cor�tractor an� irt t�hich �h� Or�r�er ria� or may a�quire th� re�t, At � ��.�e . not ��,�t�r than 30 �a�� ��ter �h� �er��r��tia� date ��e���i�d ir� the nvt��� of termi��t�,an� �h� Con�rac�or �a�r s��mft tn ��� �ngi�eer �, li�t, certifi�d �� to guar����y a�d �u�li,t�►� o� �r��► or a1� items of t�rrnin�tf�n ir�ver��ory ��� pr��,�ously dispos�d of, e��clu�i,�e �f i�ems ��ie �i�poe�,��on �� w���h l��s� been d�re�t�� �r ��xthortzed ��r the ��gin�er. t�o� lat��c th�r� �5 dze�s �her�a���ac, the �wne�e sha].3. a�cep� t�.tl� tn s�sch t�e�� ��ov�de�� �hat ��e ��$� s�bm��tec� shail h� su�j��� to ver�f�c�tion bp th� Engine�� �po� r�mova� o� �he ��ends or, i� the i�ern� are �tore�, w�t�in 45 �a�rs �rom the ciate o� eubmi��ic��, �f t�e �,i�t� aMd a�y► r�eee��a�cy ad jus�mer�te to co�c���t the l�st ae enbmi���d* a%aI.1 b� ���� p�io� �o �ir�a�. sett���ruent. �. TERA��i����0� ��.71IM: ��,�h�n 6� �aya a��er t�oti�e �� �arrninatior�, the �ontra��or sh��1 �ubmit his term���tioe c���m t� �he Er�gir�eer in tt�e f�rue ar,c� �r�th �i�� ��tific�t�o� ��e�ec�r�.bed by the Erigineer. Un���e o�e ar �aore extens�ar,s ta writtr�g a�e c�ran��� by the Ow�er apor� requ��t o� th� �ontr���o�, mad� �� �ritir�g w�.�hin su�h 60-da} p��io� or a�tt��rf�e� ex�en��ort ��er�of, an� and ��� s�ch ���fm� s#���� 6� cor��l��iv�].�► dee.med w�i�r�d. C7�7 ���1 D� A�b����: �ub�ec� to ��e pro�is�a�s �f �t�m �7-7,1����f ��� �on��actor an� ����r ma� a�r�� u�on the who�e or a�y part o� ��e am���t �� ��ount� ta be gaid �o �he �antra���r b�..reason o� ��e �o��l or partia� t�rm�n�t��� �f w��k �u�sua�t �ereto; �ro�id��, �h�t s��h agr��d a�o�nt ar amou��s �ha�� never exc�ed ��� �ot�1 �o�t�ac� p���� as �����e� b� th� ��ou�� of �ay��n�� o������se ��de and as furth�r ��du�ed b� tn� contr�ct pr�ce o� �ar� nat t�rmin���d. T�� �ontra�� �ha�l be a�e�d�d accardi�g��f an� �he C��traa�o� sh�11 be gaid the agre�� arnount. No a�ount sh�ll b� du� ��� �ost or an����pated �rof���. �����ng i� �7-7.1��E1 he��a����� prescrib��� �he �rn��rt� to �� pa�d to the Contra�to� �� the ev��t �f �ai�ure of t�� C�ntractor by r�a�o� af �h� t�rrn��atio� of �o�k �u�sua�� �o �his s�ct���# �h�ll be de�m�d �o �irnit, restr��t o� �t�erw�s� dete��in� a� a��e�t t�� �mount o� aroou��� wh�ch may b� �g�e�d upon �� b� �af� t� ��� �on����tar pursu��t to ��i� �a���raph. �. �AILU�� �O AGREE: �� the eve�t o� the failur� af �he �or���ractar anc� �h� �w��r t� �g��e as pr�vid�� ir� C7-7.1� (D? t��on th� �rh�7�e az��u�t� �o �� pa�d �o the ��n��a���r b� r�asor� af th� terrn�a�,tion o� work pursu�r�� �� �hi� �ectfon �h� Qw�x��r �ha�.�. determine, on th� basie af ���ormatio�x availat�l� �o �i�M �he arnoun�, �� a��►t d�e �o tl�e Cor���ca����r b� area�an af the ter�p�n$�i,�� �xnd �h�l]. �ay t� the ��ntra���� th� �mot�nt� deterr�in�d. �io amo�nt s�ali �e due �or lo�t ar �nti�ipated pr��i�.s. F. DEDUC�I�I�S: �r� arri�ri�xg a� �he �►mo�r�t d�e �h� �ontrac�or un�3er �hi� �ectton, th�re sri�l,� b� c�e3ucted ��j �I1 u�Y��u�,date� �c�v�nce a�e o�h�r pa�me��s os� ����unt �t��retofore made to �he ��ntr�c�or� �gp�ica��e �o the t�rm�r�at�d por��on o� .. th�s co�,tr��t; {b1 any cla#.� �hic� tk�� �wr�er a�ay h�ve ag��.n�� �he Can��ra��to� ir� conr�e��fan �i.�.h �his eo�t�c��t� and {�� the agre�d p�r�c� �art o� the grvice�ds o� e��e o�, ar�� �a��rials, su�plie� or v�her �h,�t�gs kep�. b� tY�e Co�tractor or ���d# �urs�ant to tt�� provi�ions o� t,his �lauae, a.�d not ��he�wise �ce��wered b� or �redit�d to tl�,e Own�r. �. A�J'L#3TII��`i��: �f the term���ti��n h�reuI]$e� �B partia�, p�inr �o the �ett�.eraen� o� �h� t�rrn�t�a��c� port�ar� of �t��,� ��ntra�ct, the �or���acto�r rns� fiie v�ith �he Ex�gi,.nae� a r�que�t in w�i�i�c� �or �� �7-7 {��1 , # � f' • �i'' . , . . .- _y`` �r`�_. "S�f ';-�- _' . _. ' •` i, �' �� ' i� + • �� ' _ .. � ' ' ' ' � -�' � ' � � � ` '_ ' •.' ' ', '' � • � + ' . t . .�� . _ .' F _ . " . f�k ' ' �c�v��t��l� ad�u�tmet�t vf t1�� pric� �r prices �p�ciff�d in the ��ntra�t �rela�i�n� �.o �h� cor�t��u�c� por���on o� t�e �ontr�c�. ��he p�rtior� not terroina�ed b� the n�tice of tera►ir�at�or� l, euch �qu� �a�b�� �3�ustment aa ��y be agr��d upon sh��l b� m�de i� s��h pr,��e or pr�i����� r�othir�g contained h�re�r�, �tow�ver, �ha�l �i.mi� �3�e r�gt�t �f �k�� Own�� �nd the Cor��r�eto� to a��ee ugo�x the �,rnour�t or arno�nt� to be paid �o �he Coz���c���c�� f�r th� comgLetion of the �ar��ir�u�d gor��on �� tf�� �antract t�h�n ���d �ontract d��� r�ot cor��r�i� an eat��ll�k�ed ��rxtra�t p�z�e ��r �u�h �ont�,r�u�d po�rtion. �. Np L�MI'�'A'�IOt� OF R��g'I`S: �io�h�,r�q �a����ned in tk�is s��tior� �ha�l iim�� or a��er �1�� r��k��� whicri t�xe O�ar�e�r ma�► h�rr� �or ��rp���atior� o� thi� aor�tract unrl�� �7-�.14 �tereaf �ntft�,ed *"3uepen�iori of �I�an�anment o# the wo�k and �endm�nt of �ont�'ac�* or ���► at9�er right v�thfcl� Owrier mn� hav� far d�fau�t o� br��ch of c�r���eac� b�► �o�tr�,c�o�c. C7-7 .�7 �A�'�TY F�T��D� A�D �RAC��G�S: The Cor��r�,�to� �t��,�.� �� r����r►s�.bl,e �or i,r�x�,�ati�n� � rnsi�n�a���.r�g, ar�d �u�e�vising ail safetp p�cecau�,�or�s a�x� pro��catas in co�a�xe��i.or� �r�th t3�e �oa�lc �t all ti��s �t�d sh�lY as�ume ��� re�pon�#,b�ll�ti,e� �o�r ��ie.ir en�or��m�n�. '�h� �or�tractor ah�7�� comply �ith �edera].� stat�r er�� lo�al l�,w's, Qrd113�riC�8� t�r�d �eguY���i�tx� �o a� t� gr�tect p�r�o� �r�d �z�perty €�com injury, ���lud�.�xg d��th, o� �amage ir� Canr���tia� vri.�k� t�e work. 0 � �7�7 {1�i � F�T � � GEI+TEgiAL C�hT��'i�Di�� ��-9 �ASUR�P�iE�� ]4�?D PA�C�S�T SEC�'�Q� �B-8 �AS�F3ME�d'� A,�� P�A'�,'�+f�� -.-,,,.- �8-�.� M�AST3�tEMLN'� O1* Q[��l�d'��T�E6; '�l�e det���min�,��,�n �# qtxan��t��e� of w���r ��r�m�d b� tk�e �C�r�tracto� tcr�3 autl�or�a�c� b�► �k�� ��r�tr��t Aocuments ac��p��bl� ��rnplet�$ ufl��r tk�e terms o� the Con�ract D��ume�ts �ha11 �a rnz�t�� b� �h� E�gin�er, �as��i an m�asu�ceuner�t� mad� by the ��ginee�c. Thea� nr��surew�nt� wi11 be inad� �►����d��g to the Ur�i�e� 5����s Str�nd��rd ��as�r�ments use� �n �omm�r� practice, �.ad wi1�, i�e ��e a�tu�l l,�ng�h� ar�a�r so�id cor�t�ret�, r�umb���, and we�.ght� o� �1�� ��ter,�als anc� i.�.�ms ins�alled. �8=8.2 U�IT PR��ESs �Pt�er� in th� Proposa�, �"�Ttt�� Pri��'" �s �et far�h, t�e s�id "tJ��t l�ri,��'" sl�a11 fnclu�e th� �urai�hi�g by �1�� �ontract��r o� ail �abor, tooleR �at�rfal$, mac4�i�erY. e�u�.�m�nt, �p��i�t�x��� ar�� appurten��a��e n��e�s�ry �at� the �or�st�uctian vf ar�d the ��mpletion �q � mar�r�er �����t��7,� �a th� Engi,ne��c o� al�, work �o b� dor�e undar �he�a ��ntr��t Doct�m�n�� . The "Ur�a�� ��i�e� eha�.]. �nclud� �1� permat���t �txd t�mporar� protec�.ior� of o�er�ead� ���f���, ar�d ur�d�rg��ur�d s�ruetur��� clear�up, fir,i�rie8� averhea� ��c��n�e, band, in�ur�nc�, p�t�r�t fe��, z�yalti�s, �i�k ciue to trie �le�enta an� otk�er c�use�, d�Ya�r�, pro�#���# tr�ju�ies, d�mage� c3,��.m�# �a��s, a�nd �,11 atheac f te�n� rtot �p�ci�ica�Yy m�r�tior��� th�� ma� b� re�uir�d ta �ul,ly cor�s�ru�t ea�� i,��� �i` t�e work aomp�ete �a p���� �nd �n a sa�isfacta�y �ar,ditf�n for �p�r�,tion. c�-�8.� LU�� SC�M: Y�h�� in the �rapos�,�, �*Lump �um" �� �et �t�. tt�e �aid "�,urnp �u�w st�a11 r�p�e�er�t the �ota�1 c��t for the �on�ra�tor to �urni�� a1� i��or, ��ol�, materi�l�� �a�hi�e�y, ��uipmex�t, �p�urtenance�t a�nd ��1 �aub���ar�► �aork r�e�ea��r� €or �i�� �or����c�ctfon ar�d c�rnpl���.�r� o� a1� �he �rork ta p��vi�e ��amp�e�e a�d funetiar�a� i�em aa det�a���d in �he Sgec�a�. �a���act Do�u���t� anc��o�c P��r��. � ��-6.4 SCQ�� �]� �,147[�IE�T: The ��ntr��to� �h�►].l r��e�.ve and a�cept the C�11�p��l�ati�ri, a�� t�e�ee,i� �acarti�e�. ir� full pa�m��nt for �u�r�i����g a�� ���ar, tools, �a��erial�, a�d in��cientaLs ��� p�r�o�m�r�g a�Y tot�rDc cant�mp].ated �r�d eaabr��ed u��er �he�e Cor��ract Do�ument�, �or a11 �o�s sr�� damage a�ieir�q o�t o� tkre na�ur� o� �t�e wo�k or frora tk�� ����art a� �he el�mer��a, �or �n� x�nforeaeen d+�fe�ts or ��ss�ruc��o�s v�h,ick� ma� �r��e o� b� encountered dur��t� the �ro�ecu�io� o� t�e wo�� �� �ny tfm� C8-8 �l� �efo�e i�s final acc�� t��c� by the Own�r� {�x�ep� �� �rov�ded i� �ar�g���� C5-5.14) fo� a11 r�s�s o� wha�eve� de�cription -�on�ecte� wi�h t�e prose�ution of �h� w�r�, ��� all �xpe��e i�cu�red �� o� i� co�seg�enc� o£ au�p����a� a� d���an�f�uanc� o� suc� prosec�tion o� the worki����v�er�tions as her��� ��eci����f �r a�y a�� a�l ��f�ing��en�s of pat�nt�, trad�ma���f �op���g�ts, or o��e� le�a� �ese�v���onst an� far comp�e���n� th� ���k �� a� a���ptabYe rnanner �ccor�i�g to t�e t�rms o� the C�ntra�t Docu.ments. �h� �a��ent of any �u����� or parti�l est�mate p�ia� ta iin�� a�����a�ce of the work �� ��e Owner shaYl in �o wa� c��stitute an a�kno����gme�t o� t�e ac��p�a��e �f the workt ��t��fals, or �qu���e�t, �or f� any w�� prejudi�e ar s�f�ct t�� abli�at�on� o€ t�e �����act�r to rep�ir� c�rre�t, ��new{ or �ep��c� a� h�s own a�d ��ope� ��pe�s� an� de�ec�� or im���fections in th� c��st��c�i�n or in �he s����g�h or qual�t� o� th� mat�rial u��d or eq�ip�ent or ����in�r� furniah�d iR or abo�t the constr�ct�a� of t�e �ork ��der cantra�� an� its a������n��c�s+ or a�� �a��g� du� or attr�bu��� �o such def�ct�t wh��h d����ts, �mp������iaa, �� d��� s���� �a�� ��en d��cov�re� on o� be�o�� �h� £��a� i�s�e��io� and a�cepta�ce o� �vrk or 8urin� the one ��ar �u�ra�t� ge�i�� ���e� f��a� �cc�pt�hc�. Th� �wner sh��l be th� sa�e ���ge v� �u�h def����� imp��fectiori�, ar �s�ag�, and the Cont���tar �h��� �� �i�ble �a �h� O�n�r far �ai�ur� to �o�x��� t�� sarn� as pravi�ed h����fl. . �6-�. � PAR�I]4L ���ZMAT£� At�l7 1���`A�I�}���: Set�veer� the lst �,�d 5th day o� each martth tt�e Contractor �h�ll subm.i� t� �1�� Eng�neer a st��em�r►� �howir�g an �s���.�a�e o� �he �€a�ue o� th� w��k d�r�� duri.r�g tt�� p�evious mon�h* or estimat� pe��.oci u�d��' the �orit�a�� Do��mer��� . �]o� ].a��r than �h� ���h d�� o� tY�e man�l� tl�e �n�ir����r �l�a�1 verify �uch �atfmate� �nd if it is found to b� a�c�pta�le ar�d the valu� o� w�rk p�r�o���d ��r►�� tk�e last pari�al �ayr��r�t w�s mac3� exc�ed� �r�e hx�r�dre�7 d�s��ars i��� �.{�� ?�x� rarno+az�t� 90� o£ sr�clx e�xtirnated surn �ri�� be patd �o �he �ar���a�to� �,f t�e to�a� +cnn����t amoun� is l��s ��,an $400,�00, �r 9*a� o� �uci� e��ina�t�d �um wilY be paid t� �he C�ntracta� �� tt�e tat�Y ��rttract �mount is �400,��� o� g�e�te� within twent�-five {25� ��ys after the r�c�ul�� �stima�.� peria�. '�`he �ity wi�� hav'e �1�e option �� �r�paring e��imetes on forrns �urniatx�d by �he �it�►. �'he ��rtial estimate tna�► inclu�le acceptab�.� nonpe�iah�k��e materfal� c3�Y�.v�red ��, �k�e �ork wh�c� are to be f r��orpara�ed into the �o�Dc �s � perar�n�ri� pa�t th��reaf, but whi�3� �L th� tt,� ti�� o� �h� e�tf�a�te hav� �no� been �.r��ta�l��. { et�ch pa�rnert� ar,��l be al.].ow�d on a� �a��� of B�� o€ �h� r�e� ir,noi�e va].ue �hereaf, ��h� ��n�ractor ��a1� fu�nis� t�� �r�gir�eer su�l� ir���rmatiar� �� t�� may reg���t �o �i� �8-8 {2l ' 'IUf ���\rr���� � rL �� Fr �. . _� - � �'r� _ �� ` }_ t I � .5 � , .i ' �~ ,. ,. a.-.+ :�u�: "4��ii 4_=�={14''al,if�' 'xf { ' ' ' ' " " y,' _ • ` k - �1 • r�i. _ 7:. . arY i'.`_} J��' ; � ^. . .= ' ' ' " ' - - - •qw. •;:'1:��_� _��. "��',`r-�- - '` '�'yi-f7.'��3�]„i--�L�'.rs� � ..r,�_.�,��� , . ...ry ..�.i'� - . F'. „ -- ..��, r: � 4.r.i','�_st;,�' .�.}Y-Yi�-�#;�,?°�`: - . , ,�, � � + . � '�.T ,"�.r . _ � . . ' . 1.. • � - ... _ . � .. � � ' . wJ - �im as a guid� ir, �h� verifi,ca��on or the prepar�tion o� partfa� es�imat��.. �t is u�t�arstood that th� �artial ea�in�te �r�m m�r��h �a mont�t wil� be �pgro�tim�►te or���, �►n� ��1 part�.�1, �o�t�h�.� e�timat�� a�d paym�nt w#,.�� be �uk�����, to. c�rre�tior� i�n �.�� es���a�e �ender�d fol�awit�g th� di�cove�r� of ��n �rr��r �� any pr��ria�s estix����,�ar�� �u�h �s��,u�at� shail r�o�, ir� �ny re�p���, be �ak�n a� art �dmi��ior, a� tk�� Dwne�r o� ��a ��ount � o� worlc done or o� i�� qu��.ity o� s��ffcie�cy, or ms an a�cepta�c� o� the wark c�c�ne o�r the re�e�se of the �ontre�tor o� an� �f hi� respor�$i�i�.iti�$ under �he �antr�ct Do�u�aen��. �he Cit�* �es�rv�s the ��gk�t �o w'f�hhoid the p��mert� af n�y rnonth�y e��irn�te �� ��� �ontr��tar f a�l� �o per�oriu �he work st�i�tZy in �z��o�ed�n�� ��,th th� spe��ficat�or�s or provisior�s o� �b�� contract.. CB-9 .� ��T�H�L��N� PAY�SEI�T: P���d►ent �n an�r eatim�te a� e�z�tes ma� b� ��ld ir� ��eyar�ce �� tl�� ��rfo�m�r�ce o� th� cot�et,�uc�ior� ogerak�o�xs ��s no� �r� accor�anc� w�th �he req�ir�men�,s a� tl�� �ontract Dacume,nts. C�-8.� F�NAI, �ICG'$�'i'�i�G��: � �i1�Yl�V'�r ��1� �IG�3�'�V�a1�FtL`S ��OiT��2� for b� �h� Cantra�t �v�um�nts a���.l. ha�re be�r� coMpX�t�� �nd a13 requi�ceanent,s o� t�e Coz��rac� Da�urn�nta �h�Y1 l�ave i�een �ulfilled an ttte p��r� of ��� Co���a�t�r � the Contr��tar �ha�.I noti�y �he Er�g�ne��c �n �sitf�� �k�t�� �h� im�rave�n�nt� are rea�� far the ffr,al ir��pe�t�on., - The E�xg�a�e� �hal� �xo�i�y-�he appropr�at� vff#,�ia�s vf t#xe O�rr�er, ��X1 wi�#�iri a r�asor�ab�� txme make suc� firi�X �r�g���tior�, er�d i� �l�e �nrk �.� sa�is�a�c�o�yt, 3.a� �n a���p�a►b�� �or+ditior�# artd has b�e� comp�e�e� i�� ac��rdar�c� �vi.tk� �he t�rrn$ o� the �ontr��t Doc�m�en�s ar�cl ai1 ap�a�orted modtf�,�at�ona ���r�a�t ti�e �ngis�eer wil� ir�itf�t�e ��e proc�����g o� �be final ���imate �►r�d rec�mmer�� fin��, a�ceptance o� the pro�ec� �n� #ir�al paya��nt �,hexe��a� a� out].�n�d �r� C�-8.8 b�Io�r. �B-�, B!*�N��► �A"�A�L�?T; �heneve� ali the i�rovemerits pravide� �or by �k�e �orttr��t Docu�a�r��s ar�� a�l apparoved modifi.�ationa ther�o� a�a�.� h�ve �e�n com�le��� a�r�� r��,�. r�qt���e�er�t� vf �he ��n��act Dacumer�t� h�►v� been fxtl�illed o� �he pa�rt of the �ontr��tor, ��$r�al estima��e �h�ar��x€� t�e �a�.u�� af tlxe v�o�e1� wf�.� be prepa�e� by tYte Er�g3nee� aa �aar� �►� ��� n���ss�r�r �aeasurement�, com�ut,�tfans� a�d c�ecl�� �ar� �� ma�e. . A�� prfor �ubjec� �o p�y�uar��. �stimate� upon �h�ci� paymer�t l��s ��en ma8e a�e r,��e�s�ry carre��i�a� o� revisior�� in the ��r�a� = 5� . 45 '} r �S=� {�} �h� a�ou�� of ��� ffn�l �stima�e� les� p���fa�� pa�ments an� an�_�um tha� ���� b��n de�ucted o� retain�d under th� 'pro�i�ion� o� �he �o�t���� Do��m�nts, �fll �� paid to t�e Co����ct�r withi� 6� days a�t�r fi��Y �c���p�ance �� th� Qwner on ��raper resolu��an of th����ty C�����1, �xov�ded the �o�trac�o� has fu������d t� �he Owner eati�fa�tory �vid���e o� p��ment �� �allows: �rio� to s���i�s�o� a� the ���al ���imate �ar g��m�n�, �he Contrac��� ����� ��c�cuts an a�f��avit, as ��rni��e� �� �he C�t�, certifying that ��l pesa�n�, ��£�s, �s�ociat�o�sx co�gor�t�onsr o� �ther organi����ons �ur����i�g ��,�or andl��' mst��iaY� have b��n paid ir� fu�,],, tha� th� �rac�� �aal� �s�a����i��� �� tit� �iCy C�t�n��� in the Ci��r o� Fart Wor�h ha� be�n �raid, an� that �he�e are rio �Ia�.�ts �S�nd�t�g �ar persar�a� �rtjur]r �ndfor prop�r�y d�naag�s. Th� �cc�ptar��e b�r the Contrac��r o� �h� l�s�. o�' fir���, p�ym�r�� as �fa��s�i� �hal� og�rs�� as �,nd ��Sa�.� r�l��s� ��� Owner fram �l� clai.z�s o�r ��abil.ft,�e� u����r t�e Contrac� for an�th�r�g d��e b� f�rnish�� or �elating �o ��� work ur��er �ontrac� bocumeats a� an� �ct o� ��g��ct �f sai� �i��r ��l�ti�g ts� or �o�r�ecte� wrj,�Ys the Cont�ca�t. Tk�� m���.ng o� the f�n�7, p,�yxa�nt by the Owner sh��� n�t r�Xieve th� �ontract�r of �ray gttarantees or o��ex req�iretnez�t,� af �h� �ontr�et �ocurEt�nt� r��$,�1� sg�ci�ica��,y cont�nu� �h�re��€ter. C$�8 .� A�EQUAC�C 0� ��SIGI�: I� �� u�x���s�ood �hat the O�wn�r ��lie�►�s �t has ��n�lo�ed conape��x�� En�in�ers ar�� ��signer� �o pre�are th� �ont.ract Docu��z�ts �z�d a17, mod���ca��,ons o�' t#�e �p�roved �ontract �acum�r��$. It i�� the�e�or�r �g�ce�d t��t tt�� ��rr��r si�all be re�apor�si�l.e for th� t����uacy o� ��a own desic�rt ��a��re�# �u�f�cfency �f th� �ont�r�c� b�curn�txts� t�e s�fety of ��� ���u��ur�, and the gr�teti��bilf�y o� �?�e opera�.�.an� of the �o�p�e�ed �x�o�e��� pro�rf�ed t�� ��r���ca����c ha� �omp3i�d wfth t�� xea�u�.re��nta o� th� sa�d �or���rac� �acurn�nts, �,11 ag��otred mo�i�icati�as �he�eof, and �dditions a�td alteration� th�x'e�o �pgrove�! in wri�ir�g b�r �he Oa��n�r. The b�r�,e�x �f groa� af su�� co�p���r��e st��ll b� upon the Cor��r�,cto� �o s3�ox tk��� h� k�aa complied wi�h the �af� requ�.r�rner�t� o� th� �vntrac� �ocu:n�nts� apg�otre� a�adifi�ations there�f � a�xd all- c�pp�ove� �dditivne� an� elt�r�ti�r�s thereto. ��-�.lp ����R�L �UARA��Yt �'eftl�er �he �in�l cert�f�cat� af pa�rmen� nor �e�► �rovis�,on in ��e �or�tract bo��xm�nte nar pax��.fiaY or er�tir� oc�u�ancy or ��e af �he pre�ise� b�► the Dwn�r �ha�i co�s�.i�ute an acc��ta��e af xrork nat don� in acco��la,�ce with the �or�trac� �ocumer�t� o� a�elie�� th� �ontra���r o� 1�.abilft� �n re�pe�� �o �n�► ��pr�as r�t�r�antx�s or responsib��,���► �or �au�ty material� �r worltmaneh�p. T�e ��ntra��o� sha�� reme�y a�y def ec�s or dantages �a the vr�rf� azrd CB�-� ��4� y� �h 1- �}rtti'Ly� i�' '�r ' �'-_=�.'' _. .J1ti / �:.' 4 i,�"_..i+_v � . ' ' � ' " � " _;" � y,y N�l I`�.�V � �� .I~�4 '��r�''.�t-. } - �. I . r.. � � . y ' � - lr +,�;- -jr � ��' ��G.. �.trk' � -�n�° ���} �ya�;..v�r,.. •t��}�;.�r.e":,..,;�,",l .'. . - . , � ,.,. . _y.-t i '4f _ f�.�. i�.�. ' ' �.� i i . i 'r.,._ F_•y' �'S. ' '•�.';�" _ .h�i •r�� .iLhr�' �- - . }�.�. • -� _ , ..l . . . , ., ' - .,F'� . . .� ; '. - : ' �- -, � - . - '4�;� ` _ - ' - , , _ - F � pay fo� �t[�y d�mag� to o�he� wc�x�C re�ulti�c� ther�fro� wt�,�ch �hai1 app�a� w,{�hin �s peri�d of �ne �ear frorn the da��e o� fir���. acceptan�e of the work ux�iess ��an�e� period is ���c���e� ar�dshal� fur�n�.ah a go�d �nd eu�f i��.�r�� �aai�n�er��r��e bor�d ia th� amour�� of� �0� p�rcer�t o€ t,h� amoun� of the �or�tract r�hich �h�ll assu�e the p��e�a�r�n�sx�e of th� gen��al c�r�a�r�r��y �� above out�i�e, �he �wr�er �i�� c�i.ve �otf�� o� ohae�r�red de�ec�� with reasor��b�� promp�ness. C9�9.�� SL1B����ARY W�]Ri[: A�� er�d a1� work �pec�i�ic�].Y�► g�v�r��d �� da�urn�ntar�r ��quir�ments �a� �h� �r���c�� �uch �s ��ndi�ion� i�tnpo�e� �y the �lana# �he Gmne��I Cantra�t Dacum�nts or �i�e�e ��e�ia� �ontr�,�t Do�umen�a, i� whf�t� r�o �p��ifi� #.t�m �vr bid has been provi�ed �ar -i� �.h� P�opo�a7,, sha�l t�e �or�si��r�8 a,� a� �ub�id�,�x� i�ern �f war�C� ��� co�� o� whf ch. �h��,�, b� i��lutied ,�x� �he price bfd irt the �rt�p�sal f�or �ach �id it��. Suz�ace �e��o��►�io�n, rock exc�v�tfon a�,d rlea��p sre gerie�c�� i�em� o# vro��C �htcY� ��1� irt t�e ca��gory o� sr���i��ar� �t��k. . ���$.12 I�tIS��LLA�SD�]� ��.1���i��1ENT �F i�IATERI]�iL: I�ate�,��1 ma�' �� ��,�oca�ed urider v�rioua �aid #�ter�� �r� �he �ropa�al �n �sta��i�i► nnit pr��es �or mi�cell�neo�a p1��emeri� of r�a�e�ri�l. Tl��se materfals �ha3.�. b� u�ed ot�Y�r �rhen ��r���e� �� the �r��i����r+ d��en�i.r�c� oa fielc� �o�rli�ion�. �a,r��nt for �ie���la�,��u� � - . pls��rn�r�� o� m�tertal wil�, be m�►de �az ��xly tlxa� ��nount of m�ter�.a1 �sed. rn���ured to �t�e nea�e�� �txe��e�xttr �tnit. P�y�er�t �o� m�,�ce�lar�eous pl�ceme�� of m��e�cia��, sha11 ia� in a��o��an�� wi�}x tlt� �enexa]. ���tra�� Docum�nte regardlesa o� the �ctual amount user� �c�r the g�o�e��, �8-6.33 REC�R� �7DC�M��T�: Cor������o� �h�ll k��p on �ecor� a c��� of a11 spe�i�f��tions� p],ans, �dder�dz�, modifica��i,os��, shop d�cav�in�� �n� �amgle� a� t�e si��, i.� go�� arder a,�rl ar��no���ed �,o �how �1�, �3�anqes �ade du��c�r�g �he �vn��ru�ti.or, p��ce�s. Tk�ese �h�li �re c�����rere� tc Er��in��r upon co�pi��tar� o� �he work. �B=B �S� r �1�� � � � ...�—�. �a.I�°����1�l�l�l��!'�� '6d���l�Y���ltl� �.� ���� � .� �ECTIOl� Cl.: SUPPLE112ENTARY CO1vD�'TIOhTS TO PART C- GEIiTERAL COND�TIOI�IS A. General '1'hese Supplementary Conclitzons amend or supplema�t the General Canditions of the �ontract and athear provisions of the Contract Docum.ent� as ind'zcated below. Provisions vvhich ar0 nat so ame�ded ar supplemented remain in f�ll fo�rce and affect. B. C8�8.5 PARTIAL ESTIlVTATES AND RETAINAGE: �age C8-$ {2), �hould be r�ei�ted in its entirety and replaced with the fallowing: Pa�tial pay estimates �hall be submitted by the Contractor or prepared by th� Ciry on the Sth day and 20th day nf �ach month that the work is in prog,ress. The estimate �b.all be pr�ceeded by the City on the 14th day and 25th day xespectively. Estimates will ba paid wi�thin 25 c3ays %llowing the end of the estimate p�riod, Iess the apprapriate retainag� as set out beiaw. PaTkial pay estirnates may include acceptable nonperishable materials deliv�ed to #he work place which are to be incarporated into the work as a permataent part thereo£, but which at the tim� of the pay estimate have not been so instmlled. T� sueh materials are included within a pay estimate, payment shall be based upon 85% of the net vaice value thereaf. The Contractar v�.11. fiurnish the Engi.n.eer such informa#�on as may be reasonably requested #o aid in the verification or the preparatian of the pay esrimate. Far con�racts af less than $4QU,000 at the time of execution, retainage shall be ten pex cent .(1 p%). For contracts o� $400,U00 vr more at the tim.e of execution, reta�nage shall be five percent (5%). Cantraetor sha11 pay subcantractors in accord with ihe subcontract agreement withi,n five (5� business days aft��r receipt by Cantractor of the payment by City. Co�tractor's fai.l�xre ta maka the rec�uiz�ed payments to subeontractors will autharize the City to withhold fitture payrnents fram the Cont�actox until cornpliance wi�h thi,s para�raph is accamplished. It is understood that the partial pay estimates will be approximate ozily, and all partial pay �'' es�imates a�d payment oi same will be subj ec� tfl correc�ion in the estimate rendered . following �,he discovery o£ th� mistake in any pYevious estaumate. Partial p�.yment by � OwneY for the amount of work done �r of its quali�y or sufficiency or acceptance o£ the J� work dane; shall not release the Contractor of any oi its responsibilaties under -the Contxact Documents. � The City reserves the right to wit�hhold the payment o;f any pattial es#i,mafie if the Contractor fails to perform the work in strict accordance with #he specifications or other p�avisians of this contract. � C. Part C d Ganeral Conditions: Par�agraph C3-3.11 of the General Conditions is deleted and replaced with D�3 af Part D� Special Canditzons. ° D. C3-3.11 1NSURANCE: Page C3�3 (fi}: Del�fe subpazagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised Pg. 1 10/24/42 � E. C6-6.12 CONTRACTOR' S RESPQNSIBLITY FOR DAMAGE GLAiMS: Page C6-& (8), is d.eleted in its �nt�rety and repiaced with �e followi�g: Confrac#or cov�nants and agrees to indemnify City's engineer and arclutect, and tJaei.r persoz�nel at tla� project si�e �or Coniractoz's saIe negligence. In addi�ion, Contractor covenants and a.gre�s to indeinnify, hold harrnle5s and defend, at its own expense, the Owner, its officers, serva�„ts and �mplayees, from and against any and all claims or suits for proparty loss, property da,mage, personal injury, including death, anising ou� of, or alleged to arise out of, the work and services to be perfomnec� hereunder by Contractor, its o�ficers, agents, em�loyees, subcon�ractors, lxcensees or i�nvi�ees, whethep or not arav such %niurv, damaee or death is causerC, fra whole a� in napt. bv the ne,�Ci,�ence or alleged x�egli�enee of OwneY. rts offieers, serva�afs. or emvlave�s. Contractor Iikewise co�enants and agrees to indemnify and hald haimless the Own�x frorn� and against any and all injuries to Owne�r's offcers, servants and employees and any damage, loss or destruc�,on t� property af the O�er arising from the per%rmance nf any of the te�rns and conditi4ns of this Contract, svhethe�° op not anv such iniury or damaPe is caused in whole or in nart bv the neglieence o� alte�ed ne,�li�erace of Owne�, its oft�cers. ser°va�ats o� emD%Vees. - - - -- - - - In the e�ent Qwner reaeives a wrztten claim for damages against the Can�rac#or or its subcont�ractors prior ta fmal payinent, finat payment shall nat �e made unti.l Contractar either (a) submits to Owner satisfactory evisience that the claim has been settled and/o� a release from the claiman� inv�olved, ar {b} provides Own�r with a letter from Contractvx's liahility ins�rance carri�r that the claim has been referred to the insurance catrier. The Director may, i� he deems it apprapriate, refuse to acc�pt bids on ot�er Gity oi Fart Worth public wor% from a Cantractor agai.nst whom a cla�m far damages is outstanding as a result of work performed under a City Contract. F. INGREASED OR DE�REASED OUANTI'TIES: Part C� General Conditions, S�ction C4�4 SCOPE OF W�RK, Page C 4-� (1), xevise paragraph C4-4.� INCREASED OR DECREASED QUANT�TIES ta read as fo�lows: The Owner reserves the right to alter the quantities of the wark to be performed or to extend or shorten the improvements a� any time when and as found to be necessary, and the Contractor shall perfo�n #he work a� altered, increas�d or decreased at the unit pri.ces as established in the contract documents. No allowance will be made for any changes in lost or an�.cipa�ed profits nor shall such chan$es be consideared as wai�ing or invalidating any conditions or provisions of the Contract Documents. � Varia�ions in quantities of sanitary sewer pipes i.n deptb� categaries shail be interpreted hexein as applying to the overall quantzties of sanitary sewer pipe in each �ipe size but nofi ta the various depth categories. � � � Ravised Pg. 2 10/24/02 0 G. C3-3.11 IlVSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITZ4NAL INSURANCE REOUIREMENTS" a. The City, its offfcers, �mployees and sexvants shall he endnrsed as an addiizona� insured on Contrac�r's insurance policies excepting employer's liabiiity insurance caverage under Cont�actar's workexs' compensaiion insurance pc�Iicy. f b. Certificates of ins�urance shall be d��ivered to the City of Fort Warth, contract � administrator in the respec�ive deparhnent as speci�ed in the bid doeuments, lOQO Throclrnaorton �treet, Fort 1�Varth, TX 761 Q�, prior to cammencement of work on the ' contracted project. c. Any faiiure on par� of the City to request required insurance docum�nta.tion sh�]I nat constitute a waiver� of the insurance requirement,s specified hezein. d. Each insurance policy shall be en,dorsed to provide the City a muumum thirty days notice of cancellation, non renewal, and/or mate�ial change in palicy terms o� coverage. A ten days notice shall be acceptable in the svent of non�payment o�premium. � e. Insurers must be au�horized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measuze uf financial strength and svlvency. f Deductible Iimits, ox s�l� funded retentian limits, on each policy must not exceed $10,400,{}0 pex occurrence uz�l.ess otherwisa approved by the City. g, Qther than w4rk�r's compensation insurance, in lieu of traditional insurauce, Gity may consider alternative co�erage ar risk treatment measwres thxough insurance pools or risk �, retention groups. The City must approve in writiu�xg any alternative coverage. . �� h. Workers' compensation insurance policy(s) covering employees employed on the � praject shall be �ndorsed with a waiv�r af subrogation pxaviding r��its o� recovery in favor of the City. i. City sha11 no# be Yesponsible for the direct payment of insurance premium costs for cantractor's insu�ance. :. 1 j. Cantraetor's insurance pali.cies shall each be endorsed to provide that such insurance is pr;mary protecrian and any self funded or commercial coverag� maintained by City shall , not be called upon to contribute to lass r�covery. �'..� k. In the aourse af �he project, Contractor sha1l repart, in a timely manner, to City's �, official�y designa�ed conha�t administrator any known loss occurrence which could gi�e _ rise tv a liability claim or lawsuit or which could resalt zn a p�rop�rty loss. Revised Pg. 3 1 Q/24/02 I. Cantractoz's liabiiity shall not be limited to the specified a.mounts o£.insurance required �erein. m. Upan the request oi City, Cantractor shall parovide comple�e copzes of a�l,l insurance policies requixed by these contract dacUmen�. H. C8�8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope oi Paymen# at page C$�${�) is deleted in its entireiy and replaced with �e following: The Cnntractor sha11 receive and accept the compensa#ion as herein pravided, in fi�l payment for furnishing all labor, tools, matarials, and incidentals fax performing all work r� contemplated and embraced under these Coniract Documents, for all loss and damage arising out af ihe nah�s of the woxk ar frorn the e.ction of the elements, �or ax�y ,. unfo�e�een defects ar abstructians wluch rnay arisa ar be encountered during the prosecufion which may arise or be. encouritered during fhe prosecution a� the work. at any time before its final acceptance by the Owner, {except as provi.ded in paragraph CS-5 ,14} �. � for a1I risk� vf whatever d�scriptipn conuected with �he prasecution of the work, for all � expenses incurred by ar in consequence of the suspensian or discantinuance of such ' prosecution of fhe working operatio:ns as herein specified, or any and a11 infringements of .< patents, trademarks, copyrights, ox o�her legal rese�rva�.onsy and �or completing filie work in an acce�table manrie� accarding to the ter�ns of th� Contract Documents. � The payment af any current or partial estimata priar to the ima1. acceptanc� o� the wark by the Qwner ,shall in no way canstitute an acknowledgment of the acceptance of the work, materials, or �qzxipment, nor in any way prejudice or affect the abligations of the Contxac�or fia repair, correct, renew, or rep�,ace at his own and proper expense any defects or imp�rfections in the constructinn ar in the strength or quality of th.e mat,�rial used or equipment or maclunery f�arnished in a�° about the construction af the work under cnntract and its appurtena.nces, or any d.amage due or attributed to su.ch defects, w}uch d.efects, imperFections, or damage shall I�ave been da.scovered on ox be�are the final inspactian and aceeptance of the woz�k or during the #wo (2) year guaran�y period after �ihe final acceptance. The Owner shall be the sole judge of such defects, imperfeciaons, or damage, and the Cont�actor shall be liable to the Owner �'or failure to carrect the same as pzovided herain. T. CS-5.10 GENERAL GUARANTY: Delate C8�8.10, General Guaranty at page C$�8(4} is deleted in its entirety ar�d replaced with the following: Naither the fmal certificate af payment nor any grovisian i� the Cantract Documents, nar partial nr entire occupancy or use of the premises by tha Owner s�all constitute an acceptance af vvork no� dane in accordanc� with the Con#rxct Documents or r�iie�e the Con4raator of Iiabi�ity i�a respect to any express warranties or responsibility far fauIty materials ar worlananship. The Con�rac#or skall remedy any defects or d$mages iu tha work and pay far any darnage to other �vork or praperty resulting therefrom which sha.11 appear withzn a period of-i�ro {2} years from the date of final acceptance of the wark unIess a longer period is speci�£ied and shaIl fuznish a goad and sufficient main.tenance bond in the a.m,ouzzt of 100 percant af the amount of the contract Revised Pg. 4 � ai2�ia2 which shall assure t�e perfoznaance of th,e general guazanty ss above ontiined. The Uwner will give notice of observad def�cts with reasonable promptrfesa. Any r�erence to any shorter period of time of warranty eontained elsewhere within #h� specifications shall be r�solved in favor of this specifications, it being the City's intent that the Cantractor guarantee its work for a period of tw� (2) years failowing the clate o£ acceptanc� of the pioject. -- In the Special Instructians ia Biddexs, TPW cnntraats place the following in lieu of the : e�isting paragxaph 2. J. Fart C� General Conditiozas, Section C� � INTERPRETA'�IrD�N AND �REPARA!".CON OF PR�FOSAL. Page C2�2 (4) exchange paragraphs C2-2.7, C2��.8 and C�.-2.9 with the following: C2-�.7 DELIiiERY OF PR�P�SAL: No ppoposal will be cansider�d unless it is delxvered, accompanied by its proper Bid Security, to the Purchasing Mffitager or his repr�sentative at th� official Zocation and sta�ed t�me set forth in the "Nati.ce to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the pxoper time to the proper place. The mere fact #hat a proposal was dispatched will not be considered. The Bidders must have the propasal actually delrvered. Each proposal shall be in a sealed envelope plain�l.y marked witla ihe word "PROPOSAL," and the name or description ofthe project as designated in the "Notice to Bidders." The envelape shall be �addressed to the Purchasing Manager, City oiFort Warth Purchasing Division, P.O. Box J.7027, Fort Wnrth, Texas 76102. C2-2.$ WITHDRAWING PROP45ALS: Propasals actually fiied wit� the Puxchasing Manager ca�not be withdrawn prior to the #im� set for opening propasals. A request for �an�consideratiQn of a prapo�al must be made in writing, addressed to th� City Manager, and filed with him prior to the time set far the opening of proposals. After all p�oposals. not xequested for non�con,s:ideration are openecl and publicly raad aioud, the propo5als far wlvch non-consideration reques#s have been pxoperly filed may, at the option of tlze Ow�er, be returned unopened. C2-�.9 TELEGRAPHIC MODIFICATION OF PRDPOSALS: Any bidder may mndify his pxoposal by telegaraphic cammunication at any time parior to the t�me set for apening pro�osaXs, provided such teleg�rapbaic communication is received by the Purchaszng Mauager p�ior to the said p�oposal apening time, and provided fiu�the�, that the City M�nager is sat�sfied t�iat a written and duly authentieated confumation of such telegraphic commu�ication over the signature of the bidder was mailed priox to the proposal openin� time. If such confirmatian is not received within forty-ezght (48) hours aftep the proposal opening time, no fzu�ther consideration will i�e given to #h� proposal � K. C3-3.'� BONDS ICTTY LET PROJECTSI: Reference Part C, General. CQnditions, dated November 1, ?9$i, (City Iei projects) make the £ollowing re�iszons: Revised � Pg. 5 10/24/02 1. Page C3-3{3); the paragraph after paragraph C3�3.7d Oth.er $onds should be ravised to xead: �, In order �ot a s�refy to �e acceptable to �he City, tne s�arefy must (9 ) hald a certificate nf � authoriiy from the United States secr�tary of the treasuiy to qualify as a su�ety an obligations permitted or required under federa! law; or (2) have abtained reinsurance for `� any liabilifiy in excess of $90D,000 from a reinsurer #hat is authorized and adrnitt�d as a � reinsurer in the s#ate of Texas and is the haider of a cer�ifiicate af authorify from the Untied States secretary of the treasury #o quali�'y as a surety on ot�ligatians permitt�d or `�' required under federal law. Satisfac#ory proof ofi any such reinsurance shal! b� provided ;; to fhe C�ty upan req�aest. The City, in fts sole discretion, wili determine the adequacy of tY�e proof r�quirsd herein. �� 2. Pg. C3-3(5) Paragraph C3-3.I1 INSURANCE'deiete sub}�aragraph "a. COMPENSATION IN�URANCE". 3. Pg. C3n3(6), Paragraph C3-3.11 INSUR.ANCE delet� subparagraph "g. LOCAL AGENT FOR INS�JR�INCE AND BQNDING". L. RIGHT T� AUDIT: Part C- Generai Coaditions, Section C8�8 MEASUR.�MENT AND PAYMENT, Page C8-$ (5), add the fol�owing: C8�8.14 RIGHT TO AUDZT: (a) Contractor agrees tlaat the Cifiy shall, un#il the exp�ration ofthree (3) years after final payment under this contraet, have access to and the right to examine and phatacopy any dixec�ly pertinent hooks, documents, papers and racords of the Cantractor invo�ving transactions relating to ihis conixact, Contractor agrees #hat f.�e City shall have access during normal warking hoe�rs to a11 necessary Contractor facilities and shall be pravided adequate aud appropriate woxk space in axder to canduct audits in compIiance with the provisions of t,h�s sectian. The City sha�l give ct�ntract+�r reasona.ble advaza.ce notice of intended audits. {b) Contractor further agrees to include in all its subcantracts hereunder a provision to the effect that tk�e subcontractor �.grees that the City shall, until the expuation af three (3) years after final payment under the subcontract, have access to aud the right to examine and phaiocopy any directly pertin.ent books, dacuments, papers and records af srzch subcontractor, involvua.g transactions to the subcontract, and furtl�er, �at City shall have access during narmal wvrking hours to a11 subcaniractor facilities, and shall be pxavided adequaie a,nd appropriate work space, in Qrder to conduct audits in campliance with the pxovisions of this article. City shall give subcontractor reasonable advance no�ice of intended audits. (c) Contractar and sut�coniracto:r agree to photocopy such dacuments as may be requested by the Cify. The Cit� agrees to xeimburse the Contractor for ihe cost af copies as fal�ows: Revi,sed Pg. 6 1 Q/24102 � 1. 50 copies and under � 10 cents per page __ 2. More than SO capies -� 85 cents for the first page plus #�iteen cents for eacli page thereafter M. �TTE PREPAR�-1TION: The Contractor shaJ.l clear rights�of way or easexnents af obstructian which must be removed to make possible proper ppasecutinn of the work as a part of this projeci construc'tion operaizons. The contraator's attention is airected to paragraph Cb-6.10 wark within easements, page CG-G(4), part C n Gen�ral Conditions of the Water Depaxtment General Contract Document and. Gen�aral Specifications. Clearing and restoraiion sha11 be cansidered as inczd�ntal to construction and a�l casts incurred will be considered to be included in the Lineaz Foot p�ice ofthe pipe. N. Reference Part C- Genera�. Condntions, Section C6-6.8 BARRICADES. WARNINGS AND WATCHMEN: . 1. Wherever #he ward Watchman appears in this paragraph, it s�all be changed. to the word flagmen. � � 2. In the firsf paragraph,linas five {S} and six (6), change ihe phrase #ake all s�ch othex precautionary measures to take aIl reasanable necessary measures. �. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: Refexsnce Part C{General Conditions), 5ection C3�3.2 Entitled "MINORITY BUS]NESS ENTERPRISE/WONIEN�OWNED BUSINESS ENTERPR�SE COMPLS�A�TCE" shall be deleted in its entirety and replaced' wit.�. the following: Upon reques�, Contractor'agrees ta provide �a Owner eomplate and accurate information regarding ac�ual work perform�d by a Minority Business Enterprise {NIBE) and/or a Woman Business Enterprise {WBE) on the contract and payment therefore. Carit�a�tor further agrees to pErmit an auclit andlor e�arn.ination of any bonks, records or fiies in its possession that will substantiat� th� actuai w�rk pexformed by an MBE and/or WBE. Th� misrepresentation of facts (other thau a negligent �nzsrepresentation) and/or the commission of frauc� by t�e Contractor will be grounds fox teranination of fhe con�ract a�nd/or in.itiating aciian under apprapriate fedeza�, state or 1oca11aws or ordinances relating ta false statement�; further, any such misrepresentatian �othex than negligent mi�representation) and/or cammission af fraud wi11 result in the Coniractor bei�g det�rmined to be uresponsib�e and� �arred from participating iu City work for a period o� time of nat l�ss than thee (3) years. � Revised Pg. 7 10/24/02 P. �������'��IkC�t�{11���`�1C�-�E'�'�S�l'ci��i'4,�;��i�i�y�� �t��r1i�°,�lf�r�..�ii��`��i��z��:�"�i �`_�'}�;��ter:?����.�_�=�e:��a�i , :��,� ��: - �- _ . �_. -_ . . . .. . ._ . � :-�-.� . _ . �. _ ,.. _ : :::.-_ ..�::_, ... � .�tkl.1�`�'XC3l11{:l�f��'�7[j�,-.1!]�ti'���i��iri���_Ehc.�i�i�r�ri�.�it����-a��i�. ii�s�'���}?1�fL�CE14� 1'?1�����i�C',j��:�r�l�n�{��-��V l��,C.` T .a. ..,�, . . -. .�.,_;_.:.'.__..� ��_:-':. :-;:.. } �.1tu;�.`'fi�ilf',��1�� i7� _CI�C���;IL�r.��C���i��t���fC,lS�EX L�.4'4-�#E1C:.�;� 4'.�ki.Ll6�i�.1L;rf.�C�:l�z[��`ti]��LG�11-13.r11tiC�t'�1�1'1��3..i ,�:�l�l 'I1=.1"�.?�7 �.,�; �����:LS ��[�itil�'�!�i1117L-11[ �}.43ii�, tillC� 1� }1-i,4`:�l��il�n'�k`t tzk 1't�l�:�.��f�i'�� }���t�,L1��4}w��1�G1_Vl������ � � ._�—�-,..= . .._ . _..,_, ._. _... ----. .._ ��E . , ..�.....� , ... �--.,__�__�_.,. _ ._� ��i;r� L���i�.~r�.�o_u�3:?x�#���� �_;!�- - --_��.�:•::-.. _ . .�,:-�:_.,_ .... . ........3 ., -i 1�-1} r=��)�,���',i� ;���i�a�:��c�r �th��i; ��x:��k�.�'}xi�����{�hiF��.�����t°���=�:tet_I{}+�S}�i':7��..I,I�l�':.41,.l��.f�j'i�1;4'.��7,1L'•%� . .y -I �1���"�i�._[�1�F�=.y'�; =?��Y1tiGl ��� 1`ti4:{�l�C�S' ��j�i� `�}st;.i�;�:i1 �i�t��° EiaCi�ti�°aixd �.t�cl���tii�i�-��� l�.�a�X� =�vos��:�;.i��1- ��:'r�:�i.i��� iyL�=}i�� �liw4r,4�n:fs�'R�e�.�;r�-r�it:�c���ii;�t�.i�#ii�������tl't]i�;_����i�;�_1r{iii�a��t:i-t�1 i�S���i:ia�:�"��s�i��zr�:Fy ._ � .�'. . _ .} . . : . - _ _ _ ...__ ... __:_ �:_ . . _ ,_ , -:...._. .: .....__-� =�s�r��-�.:i�l:�`ili� ac��i�l��l�tir���1'i�r�i:�r�a�,.�,���+�ii:���}::��;�cEi-��rc��I�t�r. _`.�f�i;��:�.c�1•rlti`��i�t�l�f��s':;�ti�����'si_;tt�=� , :: . . .. . � -- . ...--- - � - ' �--- � � -- - � � -= --� � . � - :.,� -- x�ti���+�i�t�}1�e=�io4ii�:t..i:;:}:�:�t;����±ctirs��� ��v: �'�;�i.���_°i�tv:����:`�� �Y�-����-����17:k1�_{]���Esc� �c`Fit�=�'=.k-:r ]...�.!���������:� . .,. . � - _ _ -�'�tsclil,.�R;���:..��r_:;t}r'�����������i��i�t�'�rt�ii;4 R��.,�1��:�.��iisY; .��.j:'FIs��:c�.�:7 Grat;ii�r��� �:aliLLir.�� ii�:�.} ��i ft�.l��s`���s�s��,:�it�ra4.r���:�:i���� �`�,,�:��I i����i;x: ����1����i����i��e�'r��:F�{-,._c},s�tn�nlv_�v;i.E� �}���ti_a; ;����1t�:������:.i�iy� .� k]� _;�l��sv�;:..a �ij���:l�+it�l ���:��.«��r�_I,{il�t ��xL����•vl���i�i -,x. _ . . :�$�Cl�1r ;41rtlt��i31ti' �:C�4ltk';;��k�C,-�:�� ��t�.;��;'111�7��1��:�_�C{�},, - T1;t�-�s.};�:s�'���f,�,t; ��ti'u��l�•�ti�;s i'3y4`..Trrrt}1 � �;r_�:_:.�.l�=fk�ri��,, ti�.L�I31;iI�.l3F� �?rl4'!�{]�.I:�]4'rl{1L�,��V�i11�4#1��'GJ-�]�;ks'.�;}: _l�} �3.C�ls��,l4'!#.i c�+�Yl�l;�e�l-;.��irLt��l��:��c��ai�rc;��1�°��i1 �_�c�t;::�h�i�.i�;��..�.:�'�-8-: "�'� xt�;�.; r-; Re�vised Pg. 8 10/24/02 PAi�T D - SPECTAL CONDI�'ION� TABLE OF CONTENT5 ITEM I?-1 D-2 D-3 D-4 D-5 D�6 p�7 D-8 D-9 D-10 D-l. l Dn 12 D-13 D-14 D-15 D-16 D-�7 n-i s D-19 D-24 D-21 D-22 D-23 D-24 D-25 D�26 D-27 D-28 D-29 D�30 D-3 L D-3� D�33 D-34 D-35 D-35 D-37 D-3 $ D-39 D-40 D-41 D-42 TABLE OF CONT�NT� Gen�ra.Z Project Designaiion Right To Audit Project Signs Purging and Sterilization of Water Lines Waga Rates Coord�riatFon wi� Fort Worth Water Department Dewatering Crossing o�Existing Utilitzes Existing Uti.lities Explora�ory Excavatiox� Test Ho1es Subs�iiu#.ons Cnncrete Sidewalk a�d D:riv�eway Replacement Gnished Limestone Backfiu 2:27 Cancrete Pavement Repair {L2-19} Pavem.ent Repair in Parking Area Trench Safety Syst�rn Sanitary S�wer Manholes 5anitary Sewer 5ervices Watar Services Remaval, Salvage, and Abandonment of Existing Facilit�ea Va1ve Blocking Ductil�-�ron and Gray-Iran Fittin.gs Detectabl.e Warning Tapes Concrete Cylinder Pipe and Fittings Type of Casiwg Pipe Minflriiy/VV'oxnen Business Enterpxise Campliance Valv� Cut-Ins Connection of E�isting Masns �-Inch Temporary Service Line Easements and Permits � Highway Requax�ments Concrete Encasement Connection ta Existi�zg �tnrct�.res Bid Alternatives Site Prepar�.�zon Submission of Bid.s Cancr�te Riprap Temporary Pavement Repair Interpretation and Preparatian of Proposal PART D - SPECIAL CONDITTONS TABLE OF C�1wITENTS ITBM TABI+E OF COI�3TENTS D-43 Bonds (City Let Pro}ects) D-4� Bonds (Developer Let Projects} D-4S Batricad.es, Warnitigs and Ftagmen D-46 Turbo Meter With Vau1t and Bypass installation D-47 Disposal of S�oil/Fill Material D-48 Tempora�y Erosian, Sediment, aud W ater Pollution Cant�ol D-49 �pen Fzre Line Installations D-50 Hydxo Mu�ch Seeding and Snddi.ng D-� 1 Television Tnspection a£ Sanitary Sewer Lines D-52 Water Satnple Statzan D-53 Additional Insurance R�Quir�ments D-54 Workers' Compensation Insurauce D-55 dperating and M�ir�tenance h�fanuals D-56 Trench Ea�cavatian, Backf ll and Compaction D�57 Shop Ilrawings D-SS Past-Cansttuciian TelevisionTnspection o�Sanitaxy Sew�rs D-59 Specification References , D-b0 Vacuum Testzng af 5anitary Sewer Manholes D-b1 Samples and Quality Control Tesfing D-62 ProtectiQn, of Trees, Plants, and �oil D-63 Par�ial Esiimates and Retainag� D-b4 Work Near Pressura P1ane Boundaries D-b5 Projeci C1ean-up D-f6 Prc��ect Schec��� D-6'� 1'!2 "& 2" Copper Service� D-68 Protectxan of Existing Curb and Gut�er D-b9 Cont�actor's Raspvnsibili�.y for Damage Claims D-70 Public Notxfication Priorr to Beginnitzg Cnnstiuctinn D-71 Traffic Gan�roi D-72 HMAC Testin� Pxocedur� D-73 Pre-Constnatctian 1V�eighbarhaod Meeting D-7� Ir�c�rea�ed or Decreased Quantities D-75 Conshuctian Stakes D-7b �anitary Sewer S�rvice Cleanou�s D-'77 Protectiv� Manhole Coating Far Corrosion Pratec�ion D-78 11�Ze�ering Water During Cons�xuct�an D�79 Pipe Installed By Other Than Qpen C�.t � PART D � SPECTAL CONDTT�QNS Dnl General: Suhj�ct to modificat�ons as herein crnatained, t1�e Fort Worth Water Departmezat's Gen.eral Comtract Documents and Specifica�ions, effective T�1y 1,19'78, with the Iatest revisions are �nade a part af the Cont�act Documents iar this project. The Plans, Special Canclitions and Provisions Documents, and the . rules, regu�a�ions, requirernents, inst�r.ictians, drarvings or details referred to by manufanturer's narne, nua�.ber or iden�i�cation includ�d therein as specifying, referring nr implyiug praduct cantxol, �' performance, quality, ar oiher shall be binding upo� ihe Contractox. 7'he �paai�aation.s and drawings shall be cnnsidered caopera.tive; therefore, wor� ox material called for by on� and no� shown or mentioned in the other sha11 be accomplished or fuznished in a faithfu] manner as though required by all. 'The ozder or precedence in case af coriflicts or discrepancies between various parts of #he Conixact Documents subject to the rulzng o£ th� Engineer shall generally, but not necessaaxly, foltow the guid�lines listed below: I. Plans 2. Cant�ao# Documents 3. General Contract Documents and �pecifica�ions The %llowing Special Condition� sha11 be app�icable to this project and sha11 govern over any conflicts with the General Contract Documents under the provisions stated above. D�� Proiect Desi n�ation: Construc�ion undex i�ese ��ecial Documents s�all be performed under the Fort Worth 'V`1'ater Depaxtment Project Desigriaa�ions; Wa#erP�rojectNumber PW16p�060160151$50. D-3 R�i�ht To Audit: RIGFiT TO AUD�'I'; Fart C- General Condi1�ons, Seciian C8-8 MEASURENIENT ANl] PAYlVIENT, Page CS-8 {5), add the follawing: "C8-8.14 R�GHT TO AUDIT: (a} Contractor agr�es that the .City shall, uxat�l the expiratian of three (3) years aft�r i'inal payment under �s contraat, have acc�ss to and the right ta e�xnine and phatocopy any directly pertinent books, doc�.tnents, papers and reeords of the Coniractar involving transact�ons relating to this contraot. Cantractor a�rees i�at tk�e City shall have access d�ring norn�a.I workang haurs to aIl necessary Contxactor iacilities and shall be prov�ided adequafie and appropriate work space in order to conduci audits in campliance with the provisions af this section. The City sball give contractor reasonable �dvance notice of i�tend�d audits. (b} Can�ractor further agrees to include �n all ifis st�bcon�racts hereunder a pzovision to the effect that the subcozrtractor agrees that the City shall, uinti� the expiration of Eijree {3} y�ars after f�nal payment under the subcos�tract, have access tv and the right to exami�e and photocopy any directly pertinent bQoks, docuxnents, papers and recards of such subcontractor, invalving transaciians to the subconiraci, and further, that City ahall D-1 have access during normal w�rkin� hours tn a11 subcantractor facilities, and shall be pro�ided adequate an�. appropriate work space, in order to conduct audits in com�iiance with the prn�sions of this axticle. City sha1� give subcon�ractor raasonable ad.v�ance notice of intended audits. {c) Conl�actor and subcon,tractor agree to photacopy such d.ocuments as �a.y be requested by �he City. The City agrees to reimburse the Contractor for f1�e cost of copies as folldws: 1. 50 copies and under -10 cents per page 2. More than 50 copies -$5 cents for the first page plus �iiteen aents for each page �hezeafter. D-4 Proiect �igns: Project Signs are required at all 1oca�ions whioh will be under constr�actian for more fihan thirry (30) ca.�endax days as indicated in Part B Proposal, Project Signs shall be in aceordance with Figure 30 (dated 5-28-$9} of the General Cantract Doa-uments. '1'k�e signs may be mounted on skids or an posts. The exact locations and nr�ethods of mounting shall be approved by the engineer. Any and a11 casts fox the xequired nnaterials, labor, and equipment necessary for the furnishing af Project Signs s1aa11 be conszdered as a subsidiary cost of the �rojec� and n.a addi�ional comper�sation will be allowed. D�� P�ar '� aand Sterilization of Water Lines: Befoze bei�a.g placed inta s��rvic0 ail newly construct�d r�va�x;r iines sha11 be purged and st�rilized in accoxdance with E2�?�G of the Gen�ral Contraot Docurnents and Specifica�inns except as m�di.�ied herein. Tlae City will fixrnish a11 v�ra�er for INITIAL cleaning and sterilization of water lines. A1i other materials foz consiruetian of the praject, including appropriately sized `�ipe oleaning pigs°' and ch�orinat�d lime (HTI� shall ba fiaznished by the Contractor. ChIorinated lime (HT� shall be used in suf�oient quan�ities to pro�v�ide a chlarine residual of fifty (50) PPM. The resid�a,1 of free chlorine shall be rneasur�d aft�r 24 hotars and sha11 not be �ess �han 10 parts per millron of free chlorine. Chiorinated water sha�1 be disposed of in th� sanitary sewer system. �hould a sanitary server not be a�va,ilaY�le, chlorinated water �ha11 be "de-chlorinat�d" prior tia dispasal. The line may not be placed in service until two successive sets af sarnples, taken 24 hours apart, have met i�e estab�ished startdards of purity. Purging and sterilizatian of the water lines shall be considered as inaidental to the project and aII costs inaur�ed wi�1 be cansxdered tn be included in the linear foot bid price of the pipe. I?�6 Wage R�tes: Section C3�3.13 of the General Conditior�s is dcleted and replaced with th� fa�lowing: (a} The cantractor shall comply with all xequirements af Chapter 2�58, Texas Govern�ent Coc�e, inclucling t�e payment af nat less �an. the rates determ�ed by the City Council of #he City of Fort Worth to be the prevai�ing wage rates in accordanee w�.t� Chapt�r �258, Texas Government Code. S�ch prevailing wag� xates aare inoluded zn these ca�tract documents. (b) The contractor shall, far a period of tl�ree {3) years follawing the date of a.ccep�ance o�th� work, maintain records that shaw (x} the name and occupation of each worker em�loyed by the con�ractor in the conslx�t.ctian o£the �work pro�ided for in this contract; and (ii) the actual per D-2 diern wages paid to each wvrker� These recards shall be open at aIl reasonable hours for inspection by the City. The provisions af D-3 Ttigh� to Audit pertain to thzs inspection. (c} The conixacior sha11 include in its su�contracts and/or sha11 otherwisc require all of its subcon�ractars to camply with paragrapk�s (a) and (b) above. � (d) With each partial payment estimate or payroll period, whichever is less, an a,ffidavit stati�g that the contractar has complied wit1�. the requirements of Chapter 2�58, Texas Gavernment Code. The contractor shal,l post the prevailing waga rates in a conspicuons place at the �ite of the project at a�l times. D-7 Coorc�ination with Fort Worth Water DeuarEmen#: ' During the construction of t�is praject, it will be ne�essary to deactiva�a, for a period of tim�, e�cisting ,, lines. The Contractor shall be zequired tn coordinate with t�e Wa.ter Departrncnt to determine th� best �in,aes foz dea�tivating and activat�ng those lines. D-8 Dewaterin�: The Coniractor shall be r�sponsible far deterr�ining ihe methad of dewate�ing operation for #he water or sewage flows froxn the �xisting mains and ground water. 'The Conl�actor shall be responsibl� far damage of any nature resulting froan the dewateri�g operations. The DISCHARGE fram any dewa�tezing operation shal� be cor�ducted as approved by the Engineer. Crround water sha11 not be discharged into sanitary sevc�ers. Dewatering shall be cansidered as incidental to a constructzon and ail costs incurred will be considered to be included in the Ii�aear foot bid price af the pipe. D-9 Crossin� af Existins Util�ties: Where a propased water line crosses over a sanitary sewer or sanitary sewer service line aa�dlor a praposed sewer lizaa crosses over a water line and the clear vertical c�istance is less than 9 feet barr�l to ba.rxel, the sanit�y sewer or sanitaiy ser�rer service line sha11 be made wat�r tight ar he cons�ucter� af ductile iron pipe. The required length of r�lacement shall be det�rrnined by the Engineer. 'The materiai for sanitary sewer mains and sanitary sewer latera�s shall be Class 51 Ductile Iron Pipe with palye�hylene wrapping as specified ita, Mate�ial Stanc�ard E1-6 ca�tained in the General Con#xact Dacume�ts. The rnaterial for sanitary sewer s�rvice lines shall be exira sirengfila casi uon soil pipe with polyethylene wrapping as specified in the General Con�ract Doouments. Adapter fittings shafl be a urethane ar neoprene aoupling A.S.T.M. C.-425 with series 30� Sta�less Steel campressior� st�aps. Payment far work s�zc� as backf'ill, �ttings, tie-ins and alI other associated appurtenants required, shali be ineluded in t�e Iinear foot price of appropriate bid item. D-3 n��a E�9t��g ut����s; The plans show ihe locations of all lrnawn sux�ace and subsurface ai�uctures. Haweve�r, the Owner assumes no reaponsibility for £ailure to show any or all of these stru.ctures on the �lat�s, ar to sl�aw thenn in iheir exaat location. Zt is mutually a�reed thai such fail�.re sliall nat be considered su.f�icient basis fox claims far additional compensation for exttraa work or %r increasing the pay quantit�es in any 7man�er whatsoevar. The Con�ractor sha11 be responsible for �erifying the lacations of and protecting all existing utilities, service Iines, or other property crossed or exposed by his cor�structirn� operatians. Contractor sha11 make all necessary pro�i,sions far the support, pxoteciion., relocarirna, and or tempoxary relocation of all utility poles, gas Iines, telep�ione cables, ntility services, wa�er mains, sanitary sewer line�, electrical cablea, drai.�age pipes, artd all other utiliiaes and str�zctuxes both above and below gxound during con�truction. T�ae Cflntractor is liabie far aIl damages done to such exisfiing �aeilities as a result of his operation� and a�a.y and a11 cast incurred for the protec�ion and or temporary �eloca�ion of su.ch facilities shall be included in the co�t bid per lin�ar foot of pipe instialled. NO ADDITIONAL COMPENSATION WII.L BE ALLOWED. Whexe �xisting utilities or service lines are cnt, broker� or damaged, the Cantrao�ar shall replace or repair th� utilities or service �ines with the same ty�e of original mater�al and oonstruciion, or better, unless otherwise shown or nated on the plans, at his own cost and e�ense. The Cantractor shall imrr�ediateiy no�ify the Owzaer of t�e damaged utiliiy ar �erviee line. He shall caopezate wit� the owners of all utilities to lacate exrsiing underground faailxiie� a.�d notzfy the Engineer at once of axzy conflicts in grades a.nd alignment. Tn case it is necessary to change or move the property of any avv�xer of a public utility, such property sha11 not be movEd o:r i�te�#'ered vvi� until oardered �o do sa by the Ex�gineer. The right is �res�rved to the ovvner of public uiilities to enter upon the limits of the project for tk�e puipose af rnakizxg such chang�s or repairs, +of the�r property that may be xnade necessary by perfozznance of �s contraot. D�ll Explor�tory �xcava�ians: � addition to those areas as rnay be designated on the Dra.wings, it shall be tha Contractor's xesponsihility to �xcava.te and locata existi.ng �tilities which may aifect consiruction of the water and/or sevv�r faciliii�s. All expiaratory exaavations shali occur far �nough in advance to permit any necessary relncation to be made with minimum dela�r. All cos�s incurred by the Gontractor in rnalcing explaratory e�cav�ations shall be considered to be includ�d in the ►uiit price bid for consi;ruxuet�ng of water/sewer line or the associated slructures. � D�12 Test Holes: Th� rnatter of sul�surfaee explora�ian to asoertain tha nature of tk�:e soils, including the amount of rook, if any, tl7rough which this pipeline installa�ion is to be made is tihe responsibility of any and aI1 prospeciive bic�ders, a.n�d atYy bidder on this project sha1� submit his bid under this condi�ion. Whether praspective bidders perform �is subsurface exploration j aintly or independen�ly, and whefiher they ma]ce such determinations by the use of test holes or other means, shall ba le#� �o the discret�oaa of such pxospective bidders. The cost of the rock reznoval and other associated appurtenan#s, if requir�, sha1� be included in fha linear foot bid price of tha pipe. �� D-i3 Subst�tv�ions: The specifications for rnaterials set out the rninixnUm standard of quality which �he City believes necs�sary to procure a satisiactory project. No substitutions will be perrx�itted ixx��il the Contractor has received written permission of the Enginee�r to make a substatution for the naateria� which has been specified. Where the tex�n. "or equa�," or °or approved equal" is used, it is anderstovd tha.t if a material, � product, or piece of eq�.i�nazat bearing the name so used is furni5hed it will he approvable, as �he � particular �rade narne was used for �e purpose of establishing a sta�dard of quality acceptable to the City. Tf a product of any o�her name is propased fox use, the Engineer's approval thereof mus� be obtained ' befare the praposed substitute is proc�red by ihe Contractor. Where the tex�m "�r equal," or'br approved equal" is nat used in the specifications, this doas not necessaxily exclude alternative items or material ar equipment which rnay accomplish the intended � purpass. Howev�r, the Contractor shall have the fia�1 responsibiIity of proving ihat the p�roposed substiturio� is, in fa.c#, equ�l, and the Engineer, as the repxesentative of the City, sha11 be the sole judge of ��.e acceptability of substituiions. Tb:e provisions of this sub-sec�ion as related to "Substitutions" shall be - applicable ta a11 sections o£these specifications. D�14 Concrete Sidevralk and Drivewav Reulacement: At locations in the projeot where main.s are requirec� to �e placed Under exis�ing sidewalks and/or driveways, such si.dewalks and/or driveways shall b� completely replaced for t�e full ea�isting width, hetween existing cans�.uction or expans#on jouits vvith 3000� concrete wiih reinforcing steel an a sand cushion in aacordance with City ofFort Worth Trat�portatian/Public Works Department Stan.dard Specificati�ns for Construction, Itern 504. At locations where mains arr� required to be placed uxade�r existing cUrb and gutter, such curb and gutter shall be replaeed ta match type and geametry of the rernoved curb and gutter amd sha11 be in�talled in accordance with City of Fort Worth Public Works Deparhnent Standard Specificatzon £or Construction, Item 502. Paytnent far cutting, backf"ill, concrete, forming materials and all ot�er asaociated appurtenants requixed, sha11 be iz�cluded in the price Uid. :i D-1� Crushed Lim�s�one Bac�t�ll: Where specified an the plans ox directed by �he Engineer, crushed limestone sha11 be used for �rench bac�ll on �his project. The material shall confarm to the appropriate att�.ched figure and D-item. Payrnent for crushed limestone baok#ill in plaae sha�� be co�sidered subsidiary to and shatl be inaluded in tI�e linear foot price bid of tlie appropriate BID TTEM(S} uuless otlaerwise dixected by t11e Engineer. D�16 �:2i Concrete: Transporta.tion a�d Publio Worl�s Departnaent typical Sections far Pavernent and Trench Repair for Utility Cuts F'ig's 7. through 5 refer to using 2:27 Concrete as base repair. Since this na11-nut includes the word "concrete", the consistent interpreta�ion af the Transpo�rtation Public Warks Department zs that this ratio speaifies two {2} saclrs o� c�ment per cubic yard oiooncxete. W�tla� the exception af the aement content, all other reqrairement shal,l meet or excesd Transportation and Pu1�1ic Works Department standard specificaiian Ttenn 4U6 Class D Concret�. ��. D-S D��'� PavementRenair fE�-f9�: {E2-19): The unit price bid under th� apprapriate bid item of the pzoposal sha11 cover a�l cost for providing pavement repair equa.l to ar superiar in aoznposition, thiclrness, etc., to e�ais�ing pav�ement as detailed in ihe Yu�Iia Wcrrks Department typical sectians for Pavement and Trench Repair �or U�i�ity cuts, Figures 1 thxough 5. AlI required paviag cuts s�ia11 be mad� wiih a concrete saw in a true and sfxaxgfzt line on both sides o�F tha trench, a minimum oftwelve (12) inahcs outside the trencY� walls. The trench shall be backiilled and the tap nine (9) inc�res skiall be fiiled with required mat�rials as shown on paving d�ta�ls, caznpacted and level with the finished street surface, This finished grade sb.aIl be maintainect in a serviceabl� cond'r�ion until the paving has been replace�. A11 zesidan.ts' driveways shall be accessible at nighfi and over w�ekends. Ii has been determined by the Transporta�ion and Pablio Worlcs DeparErnent that the s�rip o� e�risting HMAC pa�ement between �he existing gu�ter and the edge af the trench pavement repair will nat ho�d up rf such strip of exi�ting pavement is two {2} feet or less in �width. Therefore, at ihe locations in the projsct where the trench wa�l is thxee (3) £eei or less frozn the �ip of the existiz�g gutter, the Cantractor shall be required to rernove the exisiing paving to such gutter. The pavennr�ent repair shail then be mac�e fram a minimum distance af twelve (12} inches autside the t�enah wall near�st fihe cente� of the street ta the gutter Iine. Tb.e pavement sha11 be replaced �ritlun a maxiinum af five (5) warking days, providing job placement conditions wi11 pern�it repaving. If pa.ving aondi�ions are not suitable for xepaving, in the opinion af the Owner, ihe repaving shaIl be done at ihe earliesi possibie �ate. A p�rrnit must be obtained from the Department Qf Engineering's Perrr�it D�sk by the Contractor in confarrnation �th Ordinance No. 3A�9 andlor Ordinance No. '792 to znalce utility cut in the street. City Inspactars r+vill inspect the paving re�air aiter canstnzetion o�' each water ar�cUor sanitary sewer main replaeement. D�18 Pr�v_ement Renair in Parkin�� Area: The unit price bid unde� appropriata BID ITEM{S) of the Propasa.l sha�Z ca�er all epst �or providing pavemen# repair equal to or superior in composit7ion, thicl�ess, etc., �o existing pavemez�t. A.11 zequired pa.ving cuts sha11 be made with a cancrete sa,w in a true a�nd straight line an bath sides o:Fthe trench, a mizazmum of twelve (12) inehes ouf�id� the tr�nch wra.11s. T�e trench sha�1 be back�.�led and the t� nine (9) inches sha11 be filled with crushed li.mestone base aaaaterial, campacted and level with the �inished ac�jacent surface. This finisk�ed grade shall be rnaintain��d iz�. a serviceable condition un�Eil the paving has be�n replaced. D-19 1'x°ench Safetv Svstem: I. GENERAL: This specificaiion covers the treneh safety requirements for a�l trench excava�ians in nrder ta protec� workers from cave�ins. The require�nen�s of this item govern a11 trenches #'ox mains, manholes, vaults, service lines, and all other appurtenances. ir . 2. STAI�DARDS: The Iatest version oi the U.S. D�parhnen�E of Labor, Occupational �afety an,d Healtli Administration Standards, 29 CFR �art 1926, Subpac� P-Excavat�ons, are hereby znade a pa.rt oithis �ti speci�icatian and shall be the rnirnimum governing requirements for trench safety. 3. DEFIlVl'I'IONS: ' A. TRENCHES: A trench is referred ta as a na�row excavation inade bclow the surface of the ground in which the depth is great� than the w�idth, where th� width measr�red at the bottom is nvt gxeaier thani fifteen (15) f�et. If forms or other struciures are installed or cons�cted in an �cavatzon so as to reduc� ' the dimension measu�red from the forms or si�ature to the side o#'th� axcavation to �fteen {15) fee# or less at the botto�n of the exca�vation, the excavation is also considered to be a trench. B. BENCHING SY�TEM: Benching means excava.iing the sides of a tre�tch to form one or a serias of harizontal levels or steps, usually with vertical or neaz� vertical suri'aces between level�. C. SLOPING SYSTEM: Sloping means excavaiing to form sides of a trench that axe inclined away from the excavation. D, SHIELD SY�TEM: Shields used in trenc#�es are generally referred to as "irench baxes" or "txenoh ' sk�elds." Shisld means a stru�ature that is able to r�►ithstand the forces irnposed on it by a cave-iti and protect workers v+ri,thin the st�cture. Shields can he perrr�anen� st�.ctures or ca� be designed ta be portable and move along as tl�e vsrork progresses. Shields can be eitI�er preznar�ufactured or job-built in , aecordance with OSHA standards. E. SHORIlVG SYSTEM: Shoring rneans a structure such as a metal hydraulxc, mechanic�l or timbe� system that supparts the sides nf a trench and which is designed to preven� cave-ins. Shoring systems are ge�nerally corn.prised of crassbraces, vertical rails (uprights), horizontal rails (wales} and/or sheeting. 4. MEASUREMENT: Trench depth is fihe verticai m�asurement frozx� the iap of t�,e existing ground to the bottorn oi ihe pipe ar struc�ares. The quantity of i:rench safety systems shall be based on the linear foot amoun� oi trexich depth greater than fiv� (5} feet. S. PAYMENT: Separate payrnent wi11 be made only when trench e�cavatxans exceed a depth of five (5) feet and shall be fi�l cornpensaiion fvr safety sys#em dasign, labor, iools, anaterials, equipment and incidentals neeessary for th� ins#,aliation and removal of trench safety systems. D-24 Sanftary Sewer ManhoIes: The installahon, replacement, and/or rehabi�itation oi sanitary sewer manhotes wi1� be requited as shown on the plans, andlor as described in these Special Con1racfi Doeuments �n addition to �ose located in the field and identified by the Engirieer. A11 manholes shall be in aeoordance witt� sectiox� E1�14 Materials for Sanitary Sewer Manholes, Valve Vaults, E�c., a,z�d E2-14 Vault and Ma�hole Cnn�t�xc�ian oF the Gen.eraI Cantract Documents and Specifica�ior�,s, unless amencled or superseded by requirem�nts o�'this Speciai Condition. 1. Concrete Callars: Concreie calla�t� when indicat�d nn the plans wiIl be required as per Fig.121. 2. Watertight Manhole Inserts: Watertight gasketed manhoIe ins�rts shall be installed in sanitary sewer �nanholea �when indicated on the plans. �iaserts sl�a.11 be canstructed in accordance with Fort Warth Water D-7 Department Standard E100-� and sha11 be fitted ar�d instal�ed accordang to th.e nnanufactux�er's reoommendations. 3. Lift-Ho1es: All lift holes sha11 be plugged wi� a�recast cancret� plug. Txie lift hole shall be �ealed on the outside of �he xnanho�e wi,th Ram-Nek or an �pprav�d equal sealant. The lift hole sha11 be seaIed on the inside o� ti�e manhole with quick setting cement graut. 4. Fi�al Rim Elevations: A. Manhole rims i3n parkways, law�as, alleys, and o#her iTnpraved lands shail be at an elevation nat mara than one (1) nor less than one-half {1/2} inch above �ze surrounding graun�. Bac�i11 shall pravide a uniform s�ope from the top of manhole casting for nvt less than three {3) i.�et each direction to �xisting finish grade of the ground. The grad� af ali sur£aces shall be ohecked for }�roper slope artd grade by string iining the entire area regraded near the manhole, B. Manholes in open iields, u�improved land, or drainage courses shall be at an elevation sho�wn on the drawing� or minimum of d inches above grade. 5. Manhole Covers: Al� lids shall have pick slots in lieu of pick holes. Maxaho�e frames azzd covers shal� be McKinIey, Typ� N, witla ivadented tap design, or equal, with picic slots. Covers s�aall set flush with the xim of the frazrxe and s1�a11 have no larger than 1/8-inch gap hetween the frarne and cover. Bearing surfaces slaall be machine fzniahed, L�cking manhole lids aFzd �raxnes wzll be res�r�cted to locations within the 1QD�year flaod pla.in and area$ speci�ically designated on the pla�s, Ce�rtainteed Ductile Iron iVlanlao�e Lids and Frames az�e acceptable for use where Locking lids are specif ed. G. Shallow Manholes: �hallow rnanhole constxuction wzll be used when nnanhole depth is faur {4) feet or less. AIl shallovv rnanholes sha11 be built in aecardance �vith Fig. 1 �6 or per Fig. 103 but with a flat slab top {na cones sec�ions will be allowed). AlI shallow ma.nhoies sJaall have a 24" x 40" cast iron lid and frame with pick slats. NOTE; IVIAl��iOLES �ER. FIG. 105 WII.L NaT BE ALLOWED. 7. Manho�e Steps: No Manhoie steps are to be insta.11ed on any Sa�aitary Sevwer Manhola. 8. Exterior suriaces of a31 manholes sha1Z be coated with two mop coats of coal tar epo�ry paint, Kappers "Bitumas�ia Super Service Black", Tnernec, "46-450 Heavy Tnemecol", or equal to a minimum of 14 mils dry film thiclmess. 9. Manhole 3oint Sealxng A. Genera�: A11 interinr andlor exterior jornts on concrete manhale seations constr�zcted far the City of Fort Worth VsTater Departznent, excluding anly the joints using a trapped type pr�formed O-ring rubber gask�i shall requ�e bitu�stic join� sealants a� per attached Figure M. B. Materials: This sealaaat sP�all be preformed and trowelable bitumashc as manu�aatured hy Ke�.i-Seal, Ram Nek, E-Z Stick or equal. The jaixit seatez shall be supplied in either exixuded ropenform of sui#a�le crass�seoixanal area ar flatatape fonn and shall be sized as recomnr�ended by the �anufacturer a�d approved by the Engine�r. Th� j oint sealer shall be protected by a s�zi.table re�aaovable wrapper and shall not in any vvay depenc� on oxidation, evaporati�n, or any other chc;rnical ac�ion for either its adhesive properties or cohesive strength, The joint sealer sha11 r�n�in tatally flexihle rovithaut �hrinking, hardening, or oxidizing regardless af the length of time it is ex�aosed in the elernents. The manufacturer slaall fumish an. affidavit attest�ng to tk�e suaaess�ul use of the product as a pxefanxisd flex�ble joint sealant on concreta pipe and manhole sectior�s far a period of at lea,s� five years. �: C. �.stallation of Joint Sealani: Each grade adjustment xing and rnanhole franne shall be sealed with �he above specified rnaterials. AlI surfaces to be in conkact wi#h the join.t sealant shall be thoroughly clean � of dirt, sand, rnud or other fozei� matter, A primer sha11 be applied to all surfaces prior to installing the joint sealant iz� accordance with the zeco�unendations by the manufaci�rer. The protective wrapper shall rernain on ihe j aint sea�axrt until ixn�media�ely prior to placement of the pipe in the �rench. A�ier removal af the pratec�ive wrapper, th� jaint sealant sha11 be %ept cIean. Instal� frar�es and caver ave�r m.a.xak�ole openiva:g witI� the battom of the rings resting on bitu�aaastzc 1oint sealer. Fraxaaes and grade rings shall rest an two (2) rows (inside and outside) of bitumasi�c joint sealer. 14: Sealing and/or A,djusting Exist�ng Manhales: Excavate (rectangular full depth saw cut if in pavement) adj acent to the manhala tq e�rpose the entire rnanhole frame and a�ninirr��.m of 6 inches of the manhole wa111ceeping �he sides of the ixenal� nearly vsrti�cal. A. Remove manliole frame from the manhole structure and observe the condition af the frarne and grade rings. Any frame ar grade ring that is not suitahla far use as deternuned by the Enginee�r shall be � r la.ced. G�rade xin s that are constructed of bric bloc or �aterials other ihan ep g k, k, pzecast cancrete shall be replacec� with precast coneret� rings, or where necessary and approved by the Engineer, a precast fia'�iop section. Precasi cancrete ririgs, or precasi concrete flattop section will be the only adjustments ' allowed� � B. In brick or binck manholes replace the upper por�on of the manhole to a point 2� inches �elow the � frarne. If the walls ox con� section below this level are structurally unsound, no�ify the Engineer prior io replacemeni of the grade r%ng� and manhole fram�. Existing brickwork, if ctamaged by the Co�tractor, sha11 be replaced ai the Coniractor's expense. � C. Wire �rush mamhole frame and exposed manhole swrfaces to remove dixt and loose debxis. Coat e�pos�d manhole surfaces with an a�p�aved bonding agent followed with an applzeation of a quick se#ting hydraulic cernen,t to provide a smoo� work�ng surface. D. If the inside di�meter af �e max�hole is too large #a safely suppart n�w adjustment rings or frarne, a � flattop section 5hall be installed, E. Joimt surfaces between the frame, adjustrnent rings, and cone �ection sha11 be free of dirt, stones, debris, and void� to en�ure a watertight sea1. P�ace a flexible g�sket joint material in two concen�nic : rings along the inside and outsid� edge of each join�, or use trawelable m�terial in lieu of preformed gasket rnaterial. Position the hui�t joint for each length of jaint material an opposite sid�� of the manhole. � No ste�1 �hims, wood, stones, or any material not specific�Ily accepteci by the Engin�er may be used ta obtain final surfaee elevation af the manhale frarnc. F. �n paved areas or future paved areas, castiings shall be installed by using a s�raight edge not less than ten (10) feet Iong sa that the top of castin�g will �onfarn�. to the sIope and finish elevation of th� paved surface. 'The top of the casting shall be 1/8 inch below the finished �l�va�ian. Allowances %r the compressior� af the joint rnateri�l sha�l be made ta assure a propar final grade elevation. � G. All exposed e�terior surfaoes shall be co�ted vuiih two mop coats of coal ta�r epo�.y paint, Koppers "Bitumastic Super Se�rvice Black", Tnemec, "46-450 He�vy Tnerr�ecol", or equal to a minimu.m ai 1�4 . � � mils dry fi1m thickness.. �� 11. Meastxternent and �ayment: • A. The priae bid for nev�r/replaaemexat manhole installat�o�s shall ixaclude all labor, eq�uipment, and materials nece�sary for canstz�u.ct�on of tlae manhole inoluding but not 1i�nited to j oint sealing,lift hole sealing and exterior surf�ce coating. B. The price bid far adju�ting and/or sealing af existamg rnanhales siiall include all labor, eqt�p�nnnent, and ma��rials necessary for adjusting and/or sealing the maxahole xncluci�ing but not Iirn�ted to joint sealing, lifthole sea.ling and exterior surface caati�g. C. Payme�t fox concrete collaxs and vvatertight manh.ole inserts, if'required, will be made se�arately, based on the appropriate bid items. D�21 ,Sanitary Sewer Serviees: Any reconnection, re�ocation, replac�ment, or nev�r sanitary sewer service shail be requirecl as showti on the plans, ax�d/or as described in �these Special Coniract Docu�nents in addition to ihose located in ihe �ie2d and ident"�f"i.ed by the Engineer as aciivc se�rer �a.ps. The service c4nneciio�ns shall be construcxed by tk�e Cont�actor utilizing standard Faetory manufact�.tred tees. Fa.otary manufactured saddle taps may be used, hut only as directed by the Engineer. The decision to use s�ddle taps as Qppased ta iees shall �Se rnade on a case by case basis. The Con�ractor shall be responsible for coordinating tl�e scheduling of tapping crews with building owners a:�d the En�ixieer in order that the work be performed in an expediiaous manx�er. A rninimum of 24 haurs advance nn�ice slaall be given when taps wiIl be required. Severad service connections shall be rnaintained as specif ed in sectaon C6-6.15. 1, SEWF.R SERVICE RECONNECTION: When sewer servxae reaoz�ection is called for th� Contractor shall vertieally adjust the e�s�ing sewer servi.ce line as requirec� for reconnection azid furnish a new #ap. The fitti�gs used for vertical adjustment shall consist af a ma�muz�a bend o�45 degr�es. The tap sha�1 be located so as to iine up with the service line and avoid any horizontal adjustment. All saz�itary sewer service lines shall be replaced to the property line or easement line iu� al�eys or easem�ts, to the bacl� af curb in streets, or as directed by tl�e Engineer. Proceduxes listed below for Sewer Service Replacement shall be adhered to for the insta,�lation of any sewer service line including the incidental four (4) feet of service Iine �vhich is ineluded in the price bic� �ar Sa�itary Sewer Taps. Payment far vvnrk such as �rackf'i11, saddles, tees, fittings, incidezxtal faur (4) %et of service line and a,li other associat�d appurtenances required shall be included in t�as price bid for Sanitazy S�wer Taps. 2. SEWER SERVICE REPLACEMENl': AlI building sewer sezvices �ncoun#�red during ctmstructio� shall be adjusted and/or replaced by the Canfiractor as direoted by tha Engineer as required far there connection of the sewer service line. �'�he sevti+�er service line is in such ennditian or adj�stment necessitate5 the replacemen� of the �ewer service line, all wor� shall be perform�d by a licensed pluznber, The Iengtla of the replacement shaIl be deterrnined by the Engin�er, All sewer sexv�ices sh�.l� be insialled at a nnininaum of �vo (2) percent slop� or as apprar�ad by the Engineer. Corua.ectzon to the existing sevver servics line �hall be made vwith appmpriate adapter fitti�g. The fi�ting shall be a u�rethane or neoprene coupl�g A,S.T.1VI. C-425 with series 300 stainZess steel oompression s�ra�s. P�yment far woxk and maierials suck� as backfill, pipe, fittings, and all other assnciated warlc for service replacements i� excess of faur (4} linear feet shall be included in the linear foai price bid for sanitary sewer service line. Paym.�nt far all work and materiai rnvolvi�g �h.e "t�p" shall be included in the price bid for sanitary sewer service taps. D-10 I I D-�2 Water Services: '�'k�e relocation,-repla.cement, or reconnection of water services will be required as shown on the pla�s, and/or as described i�a these Speci.al Coni�act Docum�nts in addition to those Iocated in the field and identitied by the Engineer. AIl service's shall be canstructed by �he contractor utilizi�ng approved faotory mania.factured tap sadc�les (when required) and carporation stops, type K capper water tubing, curb stops vvith lock win�s, rneter boxes, and xf requue�. approved manufacturec3 service branches. All mat�rials used skiali be as specified in the Material Standards (E1-17 & E1�18) contained in the Gexae�ral Cont�act Documenta. All water servicas to be r�laced shall be ins#alled at a nnin�num depth of 36 inches below f nal grade, A11 existuig 3/4-inch wa#er service lines which are to be r�placed shall be replaced witFf 1�incla Tyge K •� copper, I�inch diamet�r tap saddle when. requured, and 1 inch co�poratxon. � All sea�vzces which are to be replaced or relflcated shall be i�nstalled w�ith the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. i A minimurn of 2� ho�rs advance notice shall be given when servic� inteiruption will be requixed as spccified in Section CS�S.15 INTERRUPTION OF SERVICE. A11 water service xneters sha11 be remaved, tagged, and enllected by the contractor for pickup by the Water De�aarhne�xt for reconditiQning or replacernent. After ins�allatian of th.e wateir service in the �� proposed loaation and receipt of a meter from the project inspector tb.e contractor sha11 i�►stall the meter. Tl�e meter bo�c sha11 be reset as necessary to be flush with existizxg gro�and ar as o#herwxse directed �y the Engineer. All such v�rark on �the outlei side of the servica meter beyond five {5) fe�t shall be pez�forrned by a licensed plumber. 1. WATER SER`VZCE REPLAGEMENTS: Water ser�vice rcplac�ment or relocation i.s reqeuxed when the existing service is lead or is too shallow to avoid breakage duriz� s�reet recnnstrcration. The eontractor shal� replace the existing service line with Type K copper �rorin t3�e main ta ihe meter, curb stop �rith Iock wings, azid corporation stop. Paymenfi for al1 work a.�d mater�als sueh as back�ill, �ttings, type K capper tubing, curb stop vc�ith lock wings, ser�ice line adjust„me�at, and any relocation of up to 12-inches from center line existing xneter location to center line proposed meter ?ooation shal] be included in the Linear Foot price bid fox� Capper Servace Lixie frazx� Maizi to �ve (5} feet behind M�ter. Any verticaI adjushnent nf c�stomer service line wi.tnin �he S foot a�rea shall be subsidiar� to the service installaiaon. Payment for a]1 work and rnateriais such as tap saddle {i£ required), corporafion stops, and fittings sha,ll be inclu�led in the �rice hid fo� Service Taps to 1V,Iain. 2. WATER SERVICE RECONNECTION: Water servi,ce reconneci�on is requued when the exisiang servioe is copper and at adequate depth to avaid breaicage during street reconstruction. The contractor sha11 adjust the existing vvater service line as requiured for reconnection and furnish a new tap with corporatior� stap. '�'he contra.ctor will be paid %r one (1) S�ce Tap to Main for each service reconnected plus £or any copper servioe line ussd in exccss of five (5) feet from Main to five (5} feet behind the Meter. D-11 3. WATER �ERViCE METER AND METER BOX RELOCATIDNS: When the replac�ment and relocation of a water servia� and mater box is raquired a.nd the location of the meter and meter box is moved more than t�relve (12) inches, as measured from the center line o�the existing meter location to center Zine of the praposed rneter locat�o� sepa�rate payment will be allavved for the relocatian of service meter and rneter box relocation Centex'line is deiined by a line extended fro�n the seivice tap thzoug� the �neter. 4tily relocations made petpendicuIar tn thi s centsrline wzll be paid for separately. Relacatio�s made alcan.g the centerline wi11 he paid for in f�et of cop�er servxce line. When relocafian of servic� met�r and meter box is required payment for ail vsrork and materials such as backF'ill, fittings, five (5) feet of type K copper service and aIl materials,labor, arkd equipment nsad by and for the licensed plurnber shall be included in the p�ice Uid �or the service mater relocation. All other eost� wi11 be included in ather appropriate bid item{s). This item will also be used ta pay for all service naeter and me��r bax relacations a�s requized by the Engineer when the serv�ice lix3.e is not being replaced. Adjustment of only �he rneter box and customex aervaic� line within 5 feet distance l�ehind the meter wi11 not justify sepa�-ate payment at any tim€. Locat�ons wzth rnultiple service branches wi11 be paid for as one service meter and rne�;r hox r�Iocation, �. NEW SERVICE: When new services are xequired the oon�ractor shall install tap saddle (when requir�d), corporation stop, type K coppez seivice line, curb stop with Iock wings, and rneter box. Payment for all r+vork and rnaterials such as backFiIl, fittings, #ype K copper tubing, and eurb stop �vith lock vvings shaIi be ixacluded in the Li,near Foat price bid for �ervice Line from Main to Meter five (S) feet behind the meter. Payment fox al� wark and rnaterials such as tap saddle, oorpaaration stops, and �Zttings shall be ixicluded in tl�e price bid for Sez-vice Taps ta Mains. Payment for all work and materials auch as furnishing and setting new meter box shall be included in tl�e price bid for furnish and set meter box, 5. MULTIPLE SERVICE BRANCHES: When multiple serviee branches are requa,red �e con.tractor shall fiirnish appraved factory manufactured branches. �'ayment for multiple serviee branches will include furnishing a�d installing the multiple service branch only and all other cost wi11 he included in other appropriate bid item(s). 6. MUI.TIPLE STREET SERVIC� LINES TO SINGLE SERVICE METER: Any multip2e s�rvice Iines with taps servicing a single service rnet� encountered during canstruction shall be replaced with one sarvice line that is applicable for the size of the existing service rnetez� and approved by the Engineer. Payment sha.I� be zzaade at the uz�it bid price in the appropriate bid item(s). l}-�3 Remova�, S�lva�e, �nd A�andnnment nf Eatisting Facilft�es: Any remaval, sal�agiz�g an.d/or abandonr�zent of existing faailit�es will necessarily be requixed as shown an �e plar�,s, and/or described in tlaase Spacial Crnntraat Docu�xtez�ts in addition to those located in th� field and identi:�ed by tkxe Engineer. Th�is work �hafl be don� in accordanc� with Section E2-1.5 D�12 Salvaging of Mat�rial and E2-27 Removuag Pig�, of the Gen�ral Contract Documents and Specificaiions unless amended ar se�perseded by require�nents of this Special Conditaon. I 1. SALVAGE OF EXISTING WATER METER AND METER B4X: E�sting water meter and meter box shall be removed and rah�rned to the Water Depart�mexat warehouse by the con#ractor in accordance � i, wi� Seet�on E2�i..5 salvaging of materials. $ac�fill material for the void meter box sha11 be suitab�e '� excavated material approved b� the Engineer, Surface restoration shall be oompatible with exisiing surrounding surface and grade. If water main is to remain active, the cn�.tractor will be required to plug '� water service line a.t xnain. 2. SALV'AGE OF EXISTING WATER METER AND CONCItETE VAULT LID; �xistix�g water meter and cc�ncrete �aUZt lid sha.J,I be rennoved axad return.ed ia fihe Water Departmea�t warehouse by the contractar in accordauce with Seation E2-1.5 salvaging of rnaterials. 'X'k�e concrete vaul# sha1l be demolished in pla.c� to a. point not ]ess than 18-inches belnw final grade. The concr�te ,vault sha11 then be back�illed and compacted irt accordance with backfill znethod as �paeified in 3ection E2-2.9 Backfill. Backfiil material shall be suitable excav$ted ma�terial approved by fihe Engineer. 5urface restorat�vn shall be campatihl� with existing suiraundzng surface and grade. ., � 3. �ALVAGE OF EXZSTING FIlZE HYDRANTS: Existing fire hydrants sha11 be rexnaved and returned � to the Water D�partYnent warehouse l�y the contraator in accordance with Secf�on E2-1.5 Sal�aging of . Materials. The void sha11 be bac�illed and compacted in acc�xdance wi#h baokf'ill method as s�eaified in Section E2-2.9 Back€ill. Back�'i11 material sha11 be su�tab�e excavated naaterial appraved by ihe Engineer. Surface restoration sha11 be compatibie with existiu�g surrounding surface and �,rade. 4. SALVAGE OF EXLSTING GATE VALVE: Exi.sting gate valve aud valve bo�c and lid shall be removed and returned to the Water Departnaeaat warehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materia�ls. The void azea caused by tha Valve removal shall be backfilled and compacted in accord�ae w�th ba,cicfiIl rnethod as speci�ed in Section E2-2.9 Backfill. Backfill nnaterial sha11 be suitable excavated znateria� approved by the Engineer. �urface restoratian shall be eompatible with existing surrounding surfaae ay.�d grade. If the �valve is in a concrete v�ult the vault sl�all be demolished in plaee to a point no less than 18" below final grade. 5. ABANDONMENT OF EXISTIlVG GATE VALVE: Existing gate valve aud box lid shall be , � abandoned by f�rst closing the valve to the fully clos�d posi#ion ar�d demolishixzg the va�ve box in plac� ta ; a point not less than 1$ inches belnw final grade. Concretc shall then b� �ised as backFill material to z�nat�h e�cisting grade. G. ABANDONMENT O� EXISTIl�TG VAULTS: Vaults to be demolished in place sh�ll ha�ve the top slab and lid removed and vau�t wa11s demaIished to a point not less than i 8" belo�v iinal grade. '1'lae void area caused shall then be baokfill�d and aompaeted in acenrdance witl� backfill method as specified in I Section E2-2.9 Bac1�'ill. Backfil� material slaall be suitable ex�avated rnateria� approved by the Engineer. Surface restora�ion sha11 be cornpatibie with the exisCing surrounding surface and grade. � 7. ABANDC]NMENT O�' MANHOLES: Manhales to l�e demolished in place shall have all pipes enterixag or ea�isting the struc�ure plugged wit� lean concr�te. Manholes #ops or eone section shall be xemvved to the top of the fiill barrel diameter seation or tu pnint not less than 18-it�ahes below final i grade. The structure shall then be backfilled and corr�acted in accordance with backfill methnd as s�ecified in Section E2-�.9 Baokfill. Bacl�ill materia� rr�y be �ither clean washed sand of cIeax�, suitable excavated ma.terial approved by Engineer. Surface restoration shall be compatible �rith surrounding I D-13 sux�ace. Payznent �or wark involved aaa bacl�illing, plugging o� pipe and a11 ather appurt�nant required, shall be included in the appropxiaie bid items). 8. REMOVAL OF MANHOLES: Manhnles #o be xemoved shall have all pipes entering or exiting f,�ie struct�are disconneated. 'I'f�e complete manhoie including, top or Cone S�at�on, all full bar�el diameter s�c�ion and base section sha11 be removed. 'The excavation shal� then be baokiilled axid compacted in acaordance with baelaf'i11 methad as specified in Section E2�2.9 Sack�li. Bactcf'i11 r3naterial may be with Type C Back�r.11 ar'T�+pe B Bacl�ill as approved b�r the Engi$eer. SurFace restoration shall be compatible with sutrounc{ing surface. 9. CUTTING AND PLUGGING OF EXISTING MAINS: At variaus locations on this project it may be required to aut, plug and block e�isting water ma�aaslsezvices or sa�itary sewer mains/services in order to abandon these 1in�s. Cutting and plugging existing mai�zs and/ar services shall be cansic�ered inoideaatal and aIl costs incurr�d will be considered to be included in the lin�ar foot bid price of the pipe, un�ess separate t�enching i� required. 10. REMOVAL OF EXTSTING PIPE: Where remo�ral of the existing pipe is required, It shall b� t3xe Cor�tractar's xespopsibility to properly dispa�e af al] removed pipe. A11 removed valves, fire hydrants, and meter boxes s�a11 be delivered to Water Department Field Op�ra�ions, Storage Yard. 11. �AYMENT: Payment for alI �vark arid material inv�lved in salvaging, abandaning anfllor rernoving of existing facilities shall be inclnded in the linear foot bid prica of the pip� except as fallo�rs; Separate payment will be made for reznoval af all Fire Hyclrants, Gate Valves 16�inch �nd larger, and �anitary �ewer Mapholes regardless of location. Payment will be made for salvaging, abandoning and/or rernav�ing o£ aIl ather existing facilities when said facility is not �aeing xeplaaed in the same trench, i.e., w�en xemoval requires a sepaarate t�enching operation. D-24 Valve Blockin�: All valves shall have concrete blocking for support. Valves shall laa.ve polyet�ylene rvrappzng per Material Specrfieation E1-13 and Canstruc�ion Speciiioation E2-13 installed prior to concxete �looking, No separate payrnent wall be made for any of the work involv�d for this itezn and all costs incurred wi11 be cansidered to b� included in the bid price of the val�ve. D�2� Duci�le�Yxan and GXav�Yron Fittings: Reference Part E2 Construction Spec�ficatiozis, Sec�ion E2-7 Installing Cast Tron Pipe, Fittings, and Specials, Sub section E2-7.11 Cast �ran �itti.r�gs: the �irst Pa�ragraph shall be rev�ised to re�.d as £allows: fi2-7.11 DUC'TII.E�IltON AND GRAY TRON FITTINGS: Ali ductile-iron and gray iron �ttings shall he fiu�nish�d with c�ment martar lining as sta�d in Seolxon El-7. The price bid per ton aifittings shall ba payment in full for all fittings, joint acc�ssaries, polyethylene wrapping, horizontal concrete �locking, vertzcal tie-down cancrete blocldng, and conerete cradle necessa.ry far construction as d�signed. AIl ducti.Ie-iran azzd gray-iron ��tings, valves azid speazals slaall be wxapped wi,th polyeihylene wrapping confornzing ta Ma�erial Specif�cation E�-13 and Constructian Specificatian E2�13. Wrapping shall preeede harizontal concrete blocking, vertioal tie-d.own concrete bloaking, and concrete oradle. Paym�ni for the palyethylene wrapping, harizontal concrete blacking, vertical tie-dov�m concrete blocking, and D-14 " -i concrete aradle shall be inal�ded in bid items far valv�s and fittings and no ather paymenx will be allowed. D-�6 Detecfabxe Waxnin� Tapes: �' Detectable underground u�ility v�arning tapes �rhich aan be Iocated from the surface by x pipe detectar shall be installed directiy above non metallic water or sanitary sewer pipe. The detectable tape sha11 be "Detect Tape" manufaatured by Alien Systems Inc, or appraved equal, and shall consist o� a minimuxn � tluckn�ss 4.35 mils so�id aluminurn £oil encased iva a protective iriert plastic j acicet that is impervious to ,, a1I laaown, alka�is, acids, chemica� reagents and solvents found in the soif. The rninimurn overall thiolrness af the tape shall he 5.5 mils. a.�d #�e �nvidth shall not be Iess than 2" inches with a minimurn tuiit weight o� � 2-1/2 �ounds/1 "/1000'. The ia�e sha11 be color coded and im�n,ted with t�e message as fallows: �'l Tvne of Utilitv Colar Code Le¢ends Wa#.er Sewer Safeiy Blue Safety Green Caution Buried Wat�r Lr�e Below Cautian Buried Sevcrer Line Be1ow InstaIlation of detectable tapes shall be per maxa.ufacturer's xecommendations and sh.all be as close to the grade as is practical for opiimurr� protection an.d detectatrility. Allow a�niniYnum af 1 S" inches between t�e tape and the pipe, Payment for work suc�. as backCll, t�edding, blookiang, �etectable tapes and all ather assvciated appu��tenazaces required shall be �ncluded in the linear foot price bid of tha appropriate SID ITEM{S). � D-�7 Concxete Cvlinder Pi�e ans� Fitiin�s: Cancrete cylixxder pipe on this praject shall be Class 150 A�NWA C-3Q1 prestressed concr�t� cylinder pipe as specified on the plans and znanufactured in accordance with Material St�ndard E1-�4 contained in the General Contraat documents. �'ayment for wark such as b�.ekf`�li, bedding, bioaking, excavation and all other associated appurtenances; r�quired, shall be included in the Li.near Foot price af the pipe and lump sur� for the pipe �ittings in the appropriate BID TTEM(S), �. D��S Tyue of Casin�Pine: � I 1. WATER Th� �asin.g pipe for open cat and bored or turm,eled seotion shall be AWWA C 240 �'abricat�d El�ct�ically Welded Steel WaterPipe, and s]aaJ.l can�forn� to the pro�isions af EI�15, E1-5 and ElA in ,, Material Specifications af General Cnntract Documents and Specifications for Water Department Proj ec#s. Tlae s�eeZ casizag pip� shall be s�pplied as follows: A. Far the inside and outside af casirng pipe, coal-tax protectiv� coating in accordance with the requirements of Sec, 2.2 and related sections in AWWA C 203. B. Touch-up after field welds shall provide coat7ng equal to those specified above. C. Minimurn thickness for casing pipe used shall be 0.375 inch. Casing Spacers (centering style) suGh as man�aet�ared by Cascade Waterworks Maanufacituing Company, Advanced Products and Systems, Inc., ox an approved equal sha11 be used on all nan� cancrete pipes wben installed in casing. Installafian shall be as rccomrnended by the manufacturer, D-15 D�42 Interure��t�lon and Prenatrat�an af Proposax: Part C- General Condi�ions, Section C2�2 INTERPRETAT�ON AND �'REPA.R�ITION OF PROPOSAL, Pa�e C2-2 {4) exohange parag�raphs C2-2.7, C2-2.8 and C2-29 w�th the fotlowing: C2�2.7 DELNERY QF PROPOSAL: No proposal vvill be considered unless it is deliv�red, accompanied by its pro�er Bid �eauxity, to the Purchasing Manager or his representative at the afficial. lacation and sta.ted tim.e se� foxtkx iz� the "Natice to Bidders." It is the Bidder's sole responsibility to c3eliv�r the proposal at the prape•r t�nrze to the pxoper place. The mere fact that a proposa.l was dispatcbed will not be cansidered. The Bidders must have the proposal actualIy delivered. Each proposal shall be in a sealed envelope plainly maa�ked with the word "PROPOSAL," and the name ox desaription of tihe project as designated in fh� "Notice #o Bidder�." The envelope shall be addsessed td the Purchasing M�ager, Ciiy of Fart Worth Purchasing Division, P.O. Box I702'7, Fort Worth, Te�as 7& � 02. C2d2.8 Wl`1T�DRAWII�TG PROPOSALS: Proposal� actually filed waitla the Purchasing Manager cannot be withdraw� �rior to the time set for opening proposals. A request far non-cansiderai�on of a proposal m.ust be zx�ade in wxi�ing, adckessed to the City Manager, and f�1ed with him pricrr to the time set far t�e open.i�a.g o�praposals. After all proposa,ls nat requested for non-conside�ration are opened a,�d publicly read aloud, the proposals fox which :�on co�xsideration requests havc been properlq �led may, at the option af the Ownez, be ret�rned unopened. C2-2.9 TELEGRAPHIC MOD]FICATION 4F PRQPDSAL�: Any bidder may modify his proposal by telegraphic com�unication at any time prior to the time set for opening proposals, provided such telegrapluc communica�ion is xeceived by the Purchasing Manager prior to the said propasal opez�ing time, and provided furtkaer, tl�at the City Manager is satisfied that a�vritten and duly authen�tieated conffrrnation oFsuch telegraphic communication over the si�naiur� of the bidder was mailed prior to the proposal opening tizne. If such confirnr�ation is not received within forty-eight (48) haurs after the proposal opening ti�aa:e, na further consideration will be given to the proposal. D�43 Boncis (Citv Let Proiectsl: Reference Part C, General Conclitions, dated November 1, I987; (City iet pxojects) make the following revisions: 1, Pg. C3-3 (3}, the paragraph after paragraph G3-3.7d--Oth�r Bonds shoul.d be revised to read: No surety will be accepted by the Ovr+n�r which are at the tirne in default oz d�linquez�t an any bonds or which are interested in any litigation against the Owner. A11 bonds sha11 b� rnade on the £o�ns furnished by the Owrier and the surety sha11 be acceptable to the Owner. In order far a surety to be aaceptable to the City, (1) �the name of the su.rety shaII be included on ihe curr�t U.S. Treasury List of Aoceptable Sureties [Circular 870], or (a) �e sureiy must have capital and surp�us equal tn ten tirnes the amount of the band. The surety must be licensed to business in the state of Texas. The amount of the bond shall r�ot axceed the amow�t shown oz� t.he Treasury list or one-tenth (111�) of the total capital and surpius. If reir�urance is required, th� company writing the reinsuranc� musi be author�zed, accredited, or trusted to do business in Texas, 2. Pg. C3-3(5}.Paxagraph C3-3.11 INSURANCE de�ete subpaxagraph a. COMPENSATION INSiTRANCE, D-20 4 3. Pg. C3-3{6), Paragraph C3�3.11 IlVSURANCE del�te su�aragraph g. LOCAL AGENT FDR INSU.R.ANCE AND BQNDING. D-�44 Bonds fDevelone� Let Projecfsl; Reference Part C, Gerieral Candi�ions {Developer let projects); rnake the following deletinn�: Pg. C3-3(2) paragraph C3-3.Sd Othear Bonds; Itt #�e fifth line a£the paxagraph beginning No sure�ies wi11. .. delete the words the City of Fort Worth. Pg. C3-3(5}, paragraph C3-3.9g Laca1 Agent In Insuraance and Bonding: Delete the entire sub�paragrapk�. D-4S Barricades, Warnin�sc and Fla�men: Re£erence Part C- General Conditions, 3eciion C6-G.$ B�RRICADES, WARNIlVGS A1�TD WATCH�V�N: 1. Wiier�ver the word Wat�lxmen appe�rs iun this para.graph, i� shall be changed to the ward flagmen. 2. In the first paragraph, lines five (S) amd six (6), charige the p�rase take all such other pr�eau�ionary measuxes to take all r�asonable necessazy maasures. D-46 Tnrba Mete� Wrth Vault a�td Bvpnss Installation: A11 cambination turbo r�e�er instal�ations will be per attached Figure 33 uniess otherwise directed by the Engineer. The contsactor sha11 use Bilco Type J-3 Mode134" � 36" Steel Single Leaf Doors or approved equal unless the �auit door is subject ta vehicular traffic i.e.: im a street, parlcing Ivt, or c3riveway. The appropriate size turbo meter wit� st�siner and check �alve if requ�red will be furnished to the Contractor free of charge; however, the Contractar wi11 be required ta piek up these item(s) at the Field Operations V�arehouse. Paymezzt for al1 work, materials, and alI necessary appurten�ances fro�x� bypass tee to hypass tee whi�h are xequired to provide a comple#e and :funct�onal Carnbinatian Tuz�o Meter Installation comp�ste with Bygass and Concrete Vault shall be included in the prioe bid for each. D�i Dispas�l of Sno�i/F3ll Materisl: � Prior #o the disposing of ax�y spoillfill material, t1�e contrac#or shall advise the Direc�or of tb.e Departnient of E�giaeering, acting as fhe City of Fort Warth's Flood Plain Adrninistrator ("Administ�atar"), of the �� loeation of all sites where the contraotor intends to dispose of such rnaterial. Contractor sha1� not dispose � � of such material until the proposed sites have been dete�xxiined by the Administratar to rneet the requirements of #he F1oad Plain Ordinaa�,ce o#'the City of Fort Worth (Ordinance No. 11517}, All ' disposal sit�s must be approved by the Administrator to ensure tha.� filling is not �acurring withizx a flood plain r�rithout a permi.t. A flood plain permit can be issued upon appro�val af necessary engineering st�aclies. No fill par�mit is required if disposal sites ars not in a flood plain. Approval of the contrac�ors '' ' dispasal sites shall be e�ridencec� by a lettex signed by the Adtninisirator sta.timg that fhe site is nat in a kno�n flood �1ain or by a Flood Plaiz� F�1 Psrmit authorizing fill wi#hin the flood plain. Any expenses D-21 associated with obtaining thE �ll permit, including any necessary engineering stuc�es, sha�l be at cont�actors' �pens�. � the event tha.t �he contractor disposes of spoiUfill material at a site without a fill permit or a letter from �e Administrator approving the disposal site, upan noti�ica�ian by the Directar af fhe Department of Engineerfng, Contractor shall remove t3ze spoil/fill materia] at iis expense and dispos� of such materials in accordance with Yhe Ordinanc�s of the City and this sec�ian. D-�68 Temnararv� Erosion. Sediment, a�d Water Pollu�tian Cantirol; 1 DESCRIPTTON: This itern shal] consist of iemparary �oil erosion s�ec3�am.ez�t and water pollution control measures deemed necessary by the Engin�� for th� duration of the contract. These control measure� sha11 at nn time be used as a substitute far �e permanent aon1�41 measures unless otherwise c�r�cted by the Engineer azxd they shall not include rneasures taken by the CONTRACTOR to control conditions creat�d by �is constxuctian operatians. The temporary measures shall inelude dikes, dams, berms, sedi�ae�czt basins, �ber mat�, jute net�ing, temporary seeding, atraw rnulch, asphaft mulcl�, plas�ic liners, x-�bb1e liaers, baled-hay retard�, dikes, slope drains and other de�'ices. 2. CONSTRUCTION REQUIl�EMENTS: The Engineer �aa �e authority to de�ne erodible earth and the authority to limit the surface area of erodible-earth nn.a#erial exposed by preparing �ight-of-way, clearing and grubbing, the surface area of erodib�e-eartka. aaaaterial exposed by excavatinn, borrow and to direct the CONTRACTOR to provide temporary pollutiaz�-control �neasures to prevent contarnination of adj acent streams, ather vvater courses, Iakes, ponds or othsr areas of water ixnpoiandment. Such work may involve the cansiructinn of temporary berms, dikes, daxans, sediment bas�ins, slope drains and use of temporary mulches, mats seeding or other conlral de�ees or methods direoted by the En�ineer as necessary to cont�al soil erosion. Temporary pollu�ian-contral m�easures shall be used tn prevent or ca�rect erosion tha� rnay develop during construction prinr to ins�allatio� of parmanent polluiion-contral features, but are not associated with permanent control features on the project. The Engineer wiIllimit the area of preparmg rzght of rvay, clearing and gxubbing, excavat�on and barraw to be proportional to the CONTRACT�R' S capabiliiy and progress in keeping the fi��� grading, mulching, seeding, and other s�ch permanent pollution-conl�ol measures cuzrent in accordanae with the accepted schedule. Should s�a.sor�al candirians make �uch limitatians u�rea�istie, temporary soil-erosian- conical measuz�es sk�all be performed as dir�cted by the Engineer. The arnou�at of su�'aoe area of erodible- earth material exposed at one iime sha11 nnt exceed 750,040 square feet �or each excavation operation, 75U,0�0 square feet for each material source operation (other than frarn commercially opexated saurces), 75�,004 squaxe feet for each preparing of right-of-way operation or 750,000 square %et for eac� clea.�ri.ng and gz�,�.bbing operation, unless atherwise shown on the plans or with prior approva] by the Engin.eer �n writing. The CONTRACTOR �ha.11 also can£arn� io t�xe following practiees and eontrols. Alllabar, tools, equipment and incidentals to eomptete the work witll aot l�e pazc� �'o�r directly but sha.11 be cansidered as subsidiary work to the various rt�zzas inclndad in the contract. (a). Waste or disposal areas and cQnstruction roads shaXl be located and constr�eted in a nnanlaer that wi.11 rniz�rnize the amount af sedimeni entering sttear�. (b), Frequent fardings o� live streax�ns will not be pez�aitted; therefore, temporary bridges or other structures shall be used wherever an appreciable nuz�ber o£ stream erossings are necessary. Unles� other�vise approved in v�rriting by the Engineer, xnechani�ed eq�ipznen� shall nat be ape�rated in live stream�. D-2.2 (c}. When work areas or material sources are lncated in or adj acent to live s�ceams, such areas shall be separated irom the s�ream Uy a dike or oth�r barrier to keep sedimen� fram entering a flowing siream. Care shalX be taken during the construcfaan and remaval a� such baxriers to minim;�:e the muddy�g of a stream. (d). Al� waterways shall be cleared as soon as praaticable of falsework, piliz�g, debris or other obstructions placed during cansf�ru.ction operations that are not a part of the �inished work. {e). T},�e CONTRACTOR shall take suf�cien# precautiaz�s to prevent pollution o� streazx�s, lakes and reservoirs with fuels, oi1s, bit�unens, calcium cl�oride or other harm�ul materials. He shall canduct and scbedule his operat�ons so as ta avoid or m�nirnize sil�atian af streams, lakes and reservoirs and to avoid anterference with movement of migratory fish. 3, SUBMITTAL: Prior to the start of the applicable construction, the C�NTRACTQR shall snbmit for , ap�roval his sched�zIcs for accomplislunent of soil-erosion-eontrol vcrork and his plan tn keep the area of ' erodible-earth mat�rial to a minimutn, He sha11 also subrnit for aceeptance l�is proposed method of soil- erosion control on constr�c�on an.d haul roads and �naterial saurces atad his p�an for disposal oi waste ' ttaaterials. No work s�all be si�arted until the soil-erosinn cantrol schedules and zx�ethods oi operatians � have been reviewed and approved by �he Engineer. 4. NIEASURFMES�T AND PAYMENT; AlI wark, xnat�r�ials and equipment necessary to �rovide � temparary erosion conirol shall b� oansidered subsidiary to the conixact and no exir� pay will ba givan for �is wark. D-�9 Onen Fire Line Installations: AIl open f�re l.ine anstallatians wi11 be per attached Figure 3� unless otherwise directed by the Engineer. The appxogriate size detector check meter, 314-inah meter and class B' rneter box will be furnished to the Cantractor frce af charge; however, the Contractor will be required to pick up the items at t�e Field �perations VV�reh,ouse. Payment far a.fl worls, materials, and a11 necessary appurtenances from the City sid� flange coupling adapter �n ti�e custozner side ga#e valve and box; including incide�atal S linear feet of pipe, which are required to provide a complete and funct�nnal open fire line instaIlation sha11 be included in t�e price bid for each. i Payment for the City side gate valve or tap valve depending on which is required wil� be paid far under the appropriate bid ite�(s). Do�O Hrvdra Malch Seedin� and Soddfng: Any sodc�ing ar hydro mulching required will be done in acGaxdance with Fort Warth Pnblic Works Depa�nn,ent Sta�tdard Specifications item 11$ and 120. ' Tf in fih� opir�on of the Engineer, additiamal seeding and/or sodcling is required due to th� Coniractor's aonstrviction, this will be seeded and sodded at ihe expense of the Contraetor. D-23 Payment for work and all assaciated ap��rtenan�s required, sha11 be included in the appropriate bid items(s). D�51 Tele�vision Insnectian af Sanitarrr 5ewer Lines: 1. GENERAL: Prior to �he reconstruc�ion, some noted sec�ions sanitary sewer �ines shall be cicaned, and a television inspection and dye iests per�ormed to ident�fy any a�t�ve sewer service taps, other sewer laterals �nd t�eir locatian. Work shall cansisi o� fwnishing all labor, material, and equipment necessary far the cleaning and inspect�an of the sewer linea by mea�s of closed-circuit telavision. Satisfactory pre�autions shall be taken to proteot the sevwer lines from damage that xnight be inflicted by �he improper use of eleaning equipment. 2. HIGH VELOCTTY 7ET {HYDROCLEANING) EQUIPMENT: Th� high-velocity sewer lin� cleaning equi�ment shall be constructed far easy and safe operation. Th� equipment sha11 also have a selec�ian of iwa or more high-velocity nozzles. The nozzles shall be capable af �roducing a sco�ring action fram 15 ta A�5 degrees in all size lines designated to be cieaned. Equipxnent shai� aIso include a high-velocity gun for washing at�d soouring manhole wa�ls and floor. 'I'�e gun sha11 be capable of produaing flo�rs from a fine spray to a solid stream. Tlae equzpment shall caxxy its own, wat� tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydrau�ically PropeIled Equiprnent shatl be af a movable dam type and be aanstructed in such a way that a portion af �as da�rza. zx�ay be collapsed at any time during ihe c�eaning operatiozi to protect against flaoding of the sewer. The xnovable dam shall be equai ir� diaxneter to the pipe being cleaned and sha11 provi.de a flexible sa�aper around t1a� outer periphezy to insure removai of greasee If sewer cleaning balls pr othex equipment which carinot be collapsed is used, specia� precautions to prevent flooding c�f the sewexs and publzo or pr�vate properiy shall be taken. The flow of sewage present in �lae sewer lines shall be utilized to provide neoessaYy fluid for hydraulic cleaniang device� whenever passible. 3, CLEANING PROC�DURES: The designated sewer manhole sentians shall be cleaned using high- veloci� jet equipment. The equipment shall be capable of removzn.g diri, grease, rocks, sand, and othez m.aterials and obstar�tctians from the sewer ]ines and x�anholes. If cleaning of an entire seotiozx cannot be successfully pez£orme� from one manhole, the equipmez�t sha11 be set up on tlle other rnanhole and cleaning again attempted. If, again, successful cleaning cannot be perfar�ed or tha equipme�a� iails to t�a�erse tha entire manhola seet�ion, it will ba assumed t,�at a major b�ocka.ge exists a�d the c�eanivag e�fort sha11 be a.bandoned, When additianal guanfiiti�s c�f watex �rom fire hydrants is n�cessary �o avoid de�ay in nornzal working procedures, tha water sha11 be conser�red and not us�d ux�neaessarfly. No fire hydrant shall be obsfructed in case of a fire in the area served by th� hydran�. Befare using any water from ihe City Wa�er Distri�ution System the Con�ractor shall apply �nr and receive p�rnussion from the Water Deparlment. The Cont�actar sha11 be respnnsible for the v�rater m�ter and re�atec� charges for the set ug, including the water usage bill. Al� expenses shall be considered inexdental to cleaning. 4. DEBRxS REMOV.AL AND DZS�OSAL: All s�udge, dir�, sand, rock, grease, and other ,solid or semisolid materzaI resulti�g from� t�e cleaning operation shall be removed at ihe dow�astreax� manhola of t�e sec�ion being cicaned. Passi�ng rnaterial from manhvle section ta Enanhole section, which could cause line stappages, aecumula�ians of sand in wet wells, or darnage p�unping equi�ment, shali not be permitted. All �olids or semiso�ids resulting from the eleaning aperation� shall be removed frorn the site and disposed af at a site deszgnated by the Engineer. Al1 materials shall be removed from the site no less D-24 often than at t1�e end of each warkria.y and disposed of at no additional cost to the City. Under NO circutnstances will the Con#ractor be allowed to accumulate debris, ste., on the site of worlc beyond the stated time, except in totaXly enclosed containers a�ad as approved by the Engineer, CTNDER NO CIRCUM�TANCES SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTQ STREET� OR INTO DITCHES, CATC�i B.ASINS, �TORM DRAINS aR SANiTARY SEWER MANHOLES. 5. TELEVISTON INSPECTION EQUIPMENT: The television camera used for the inspecfiion shall be one speoi�ca�y d�sigt�ed and consfiruc#ed for such inspec�ian. Lighting for the camera. sha11 be suitable to a11aw a clear picture of the entire p�r�phezy of ihe pipe. The camera shall be operative in 100% h�amidity nonditions. 'I'#ie camera, television nnoni�tor, and oth�r aomponents of the video systexn sha11 be capable of groducing pict�zre qta,a�ity ta the satisfact�on of the Engineer; and if unsa�isfactory, equipment shall be reznoved and no payment will he made iflr an unsatisfactory inspection. b. EXECi]TION: A. TELEV�ION INSPECT�ON: The camera �hall be rnoved t�raugh t�e line in either direoiion at a zx�oderat� rate, stopping vcrhen necessary to parmit proper doournentation o�any sewer senrice taps. Tn no case will be television ca�nn,era be pulled at a speed �reater than 3U feet per rninute. Mazival winches, power winches, TV cable, and powered rewi�ds or other de�vices that do not absi:ruct t�ie camera vie�+ or 'vaterfere vvith proper dacumer�tation sha11 be us�d to move the camera �tl�rough the sewer line. When manually operated winches are used to pu11 the tele�rision casnera tl�raugh th� line, tclephones or ofher suitable rneans o� communications shall be set up betwee3n #he two manholes af the section heing insp�cted to insure good comnaunications between members of the crew. The importance of acc�rate distance measurez�ents is emrplaasized. Measurernent far loca�iorz of sewer service taps sk�a.11 be above ground by means of a�neter device. Marl�ing on the cable, of the Iike, which wauld require interpola�ion for depth of manhole, will nat be allow�d. Acc�racy of the distance meter sha� be checked by use of a walking rneter, roll�a-ta.p�, ar other suitable deviee, and the accuracy s�a11 �e sa�isfactory to the Engineer. The City malces no �aa�rantee #aaa# a11 of the sanitary sewers to be entered are clear for the passage of a caxner�, The methoda used for securing passage af ihe cainera are to be at the option of �he Cor�i�actor and �he c�s�s must be included in the bid price far Tel�vision Inspec�on. The cost of retrievi.ng the Teiet�sion camera, u�der ail circurns�ces, when it becomes lodged d�ring inspection, shall he incidentai to Television inspec�icm. B. DOCITMENTATION: Television Iz�sp�ction Logs: Pxinted loaation recards shall be kept by �he Can4ractor and will cleairly show the location in relation to an, adj acent man�ole of each sewer service taps observed duxing inspection. In addition, other points of significance such a.s loaations of, unusual conditions, roots, storm sewer connec�ions, broken pipe, presence of scale and cc�z�rosian, and ather discernible features will be recorded and a copy of such records wi11 be supplied to the City. B.1 Photographs: Instant developing, 35 rnm, or other standard�size photographs of the telev:€sion picture of proble�ns shaIl be taken by the Contractor upon xequest of the Engineer, as Iong as such photographit�g daes not interfere with the Contractor's operations. B.2 Videotape Recardings: The purpose ofta,pe recording shall be to supply a visual and audio record of proislem areas o� the Iizaes tha.t �.ay be replayed. Videotape recording playback shall be a the sasne D-25 speed that i# was recarded. The television #ape� shall be £urnislaed to the City fnr revievv iinrnediately upon coxnpletion of the television inspea�ian and ma.y be re�ained a maximum of 30 cal�ndar days. Equipment sha11 bE pravided to the City by tha Contractor %r review a�the tapes. Tapes w�iXl be re#urned to the Contractor u.pon completion of �view by the Engineer. Tapes shall not be erased without the pernussion of the Engineer. If the tapes are of such poox qua�ity that ihe Engineer is unable to �valuate the condition of fihe sewer line ar to locate sezvice connect�on�, the Cant�actar shall be required to re-televis� and provide a gaod tapa of the line at no additional cost to the City. If a good tape caniaot be provided nf such quality �t can �e reviewed by the Engineer, no payment fox tele�sion this portian shall be xx�.a.de. Alsa, no payment sha11 be mad� for portio�s of lines not taleviaed or portions where nnanhales cannot be negatiated with the television camera, Upon completion af re�iew of the tapes by the Engineer, the Contractor will be natified as to whick� sactions of #he sanitaty sewex are ta be abandoned. Tapes will be returned to t�e Contractor upon comple�ian af revietiv by the Engrrieer. All cosis assoeiated with ihis wor�C sha11 be zn.c�dental to unit prices bid for Items �ander T�le�vision xnspeetio�a of the proposal, C. PAYMENT OF CLEANING AND TELEVTS�ON INSPECTION OF �ANI'I'ARY SEWERS: The unit priae for Cleaning and Television Tnspection. af �azutary sewers shall be full campensation for all costs cor�ected with cIeaning and praviding tl�e Engin.eer wzth tapes of a quality �hat the particular piece of sev�+er ca�a be readily evaluated as ta exzs�ing sewer conditions, and for providing appropriate means far review of t�� tapes by tha Engineer inaluding colIectian a�d removaI, txansportation and disposal of sand and debris from the sewers to a legal d�rnp site. The prima�y p�rpose of cleaniu�g is far television inspeciion arxd rehabi�itation; when a partion af a line is not ar caz�not be televised or rehabilitated, the cleaning of that portian of line shall be incidental and na paym�nt shall ba made. Payrnent shall be made fior a�l segments of good tapes accepted by the Engineer ai�er the rev�iew, No additianal payment wsll be madc rn tl�e �vent the Co�tractor has ta pull the televisior� camera frona tvvo directions - to obtain and provide an acceptable tape for re�riaw by the Engizieer. The city makes no guarantee that all of the sanitary sewers to be enter�d are clear for ihe passage of a camera, The methods used for securing passage of the aam�ra are to be at the op�ion oi th� Cantractor a�nd the costs must lae included in the bid price for TV Inspeatians. The cost of retrieving th� TV Camera, under a�l oi�cum.stances, when ii becomes lodged during inspection, shall be incidental io TV Inspection. T�e item sha11 also include all cQst of ix�stalling and main.iaining any bypass pumping required to p�avide reliable, regular sewer sezvice to the area residen#s. All bypas� pumpir�g shall be inaidental to the proj ect. D��� Water Samnle Station: D-26 GENERAL: All water saznpli�g sta.�ion installations wi�l be per xttaahed Figure 34 or as required in large vvater meter va�lts as pex Figure 33 unIess othervvise directed by the Engineer. The appropriate water sampling sta.tion wi11 be fiaznished to the Contractor fres of charge; however, the Confractor wi11 Ue requi�ed to pick up thzs itenn at t�ae Field Operations Warehouse. PAYMENT F�R FIGURE 34 IN�TALLATIONS: Payrnent for all wark and materials necessaxy fox the installation of the 3/�4-inch type K ct�pper sezvice line will be shall be included in the price bid for ooppez Sezvxce Line frozn Main to Meter. Fayment �or all work and nnaterials n�c�ssary %r the installation tap saddle (if required}, colporatinn stops, and fittings shall be included in t,he �rice hid far Service Taps to Main. � Payment for all work and matenials necessary far tize ix�stallation of #he saznpling stafi�on, concrete support block, curb stop, fiiti�ngs, and an iu�aide�tal5�fee� o� tyge K copper service iine which are ` required to provide a complete and funct�onal water sampling sfiatian shall be included in fhe price bid . £rnr Water Saaaa�l.e Sta�ions, PAYMENT FOR FIGITRE 33 INSTALLATIONS: Pay�ent for all work and materials n.eeessary far tlae installatian tap saddle, gate valve, and fittings sha11 be i�.cluded in the price bzd fox Service Taps ta Main. ` Payrnent for a11 work and materials necessary f� the i�nstallation af the sampling sta.tion, mod�f'ication to the vault, fittings, and all type K copper service l�e which axe required to provide a comple#e and � fur�ctional water sampling sta.�ion shall be included in the price bid far Water Sa�nple Stations. D��3 Additional Insurance Reanirements: a. The Gi�,y, its o#�icers, employees and servants shall be endarsed as an additional insured on Contractnr's insurance policies excepting empl�yer's liability insurance coverage under Cantractor's workers' aornpensat�on in,suxazzce policy. b, CerE�iif cate$ of insUrance shall be delivered to the City af Fort Worth, contract adrni�istratar z� the respect�ve d.epartment as specified in the bid documents, 1400 Throclunorton Street, Fort Woxth, TX 76102, prior to ca��nc�rn�nt of work on tha contracted prnject. c. Az�y failura on part of t�e City to request xequired insurance docusnentation shall not constitute a waiver of the insuxance requirenaen�s speeified herein. d. Each insurance policy shall be �ndar�ed to provida the City a minimum thirry days notice of cancsllation, non-renewa�, and/ar material change in policy terms or enverage. A ten days noiice shall be aaceptable in �he everf# of non-payment nf premi�rrr. e. �nsturers must be authorized to do business in the State of Texas and have a aurrent A.M. BesE rating ofA: VII or equivalent measure of financial s�rength and solvency. f. Deductib�e limits, or self-funded reiention limi.ts, o� eac�a policy must not exceed $10,Q00A0 per occ�rrence unless ot�erwise approved by the City. D�27 g. Other than worker's compensation insurance, in Iieu of ixaditiona� insurance, City rnay consider alternat�ve cvveraga or risk i�eatrnent mea�ures throexgh rnsurance pools or risk retention groups. The City must approve in wri�ing any alternative coverage. h. Worlcers' cornpensafion insurar�ce paliey(s) covering eznployees er�ployed on the project shalt be endorsed wif.h a wai�ver of subrogation pxov�ic�.g xights af recovezy in favar of �he City. i. City shall not be responsible for the direct payment af insurance pre�nium costs for contractor's insurance. j. Contracior's insurauce polici�:s shall each be endarsed to provide thai such insurance is prirnary protection and any self funded or cornmercial crave�rage �inta�iz�.ed by City skaall not be aalled upon to eontribute to loss recovery. k. In ihe course of the project, Contractor sha11 repart, in a t�imsly manner, to City's oiiicially designated contract admiz�istrator any known loss oacu�rence which could give rise to a liability claim or lawsuit ar which cauld result in a property 1oss. 1. Cnnfraator's liabili�y shall not be Iimited to the specified amounts of in�urance r�quired herein. m. Upan t�e request ofCity, Contractor shall provide compl�te copies oiall insurance policies required by these con.�cact documents. D�54 Workers' Camgensation Insnrance: A: Con�actor's VVorker's Compensation Insurance. Cantract�r agrees ta provide ta the Owner {Ci#y) a cert'if'icate shawing tkiat it has obtair�ed a policy of workerg compensation insurance cove�ting each of its emp�oyees emplayed on f�e project in compliance with state law. No Notice to Proceed wil� be issued un�il the Contractoz has complied vvith this sectian. B: Subcontractor's Work�r's Compensation Iusurance. Contractor agrees ta require eacl� and every aubcontraotar who will perform work on the pxoject to provide to it a cerEificate fram such subaon�ractor statuag that the subcontractor has a paiicy of warkers campensa�ion ins�axance co�ver�g each employee ernployed on th� project. Canixacto� wiIl nat permit any subconixactor to perfortn work on the p%�ect until s�ch aertificate has been acquired. Contractor s}za.il provide a copy of a11 such certi�ca�e to the Owncr (City}. C. Workers Cornpensation Insurance Coverage 1. Definitinns: � Cert�cate of coverag� {"certi�cate"}. A copy of a certificate of insurance, a oertifioate af authoxity to sel� insure issued by the Texas Workers' Compensation Comrnission, or a coverag� agreenr�erit (TWCC-81, TWCC�82, TWCC-83, or TWCC-84), showing �tatutory workers' campensation insurance coverage for the persan's or entity's employees providing services on a pxoject, for the duration of the project. Duration of the Project, zncludes th� �irne from the heginning of the work on the pro,�ect until the contrac�ar'�/person's wor� on �he proj eot has been cornpleted and accepted by the f r �� . � Czfy. Persans providing s�ces on the project ("subcnntra.c�or" in section 4fl5.096)-includes all persons or entities perforn�ing �.11 ox part o#'the services the contractor has undartaken to perform on the project, regardless of whether tlaat pexson contracted direct�y wrth the contractor and regardXess of whether that person has employees. This includes, withaut limitation, independent coniractors, subcontractors, leasing oornpanies, motor cartiers, owner•�operators, employees af any such ent�ty, or emplayees of any en�ity which furnishes persons to provide services on the praject. "'Se�vices" inclnde, without Iirnitation, pz'oviding, hauli.ng, or delivering equipmex�t ar materials, or providing labor, transporta.t�on, oz ather servic�s related to a project. "Serviees" does not include aaiavities unrel�ted to �he projeet, such as faodlbeverage r�endors, affiee s�xpply deliveries, and delivery of � portable t�ilets. 2. T1ne contractar shall provide aovexage, based on. propex reporting of classification codes and payroll arnounts and fling of any coverage agreem�nts, which �neets the sta�utory requirements of Texas Labor Code, 5ectian 401.011(44) for aIl �nploy�es of the con.tractor providing services of the proj ect, for �he � duxation of the project. 3. The Contractor muist pro�vide a certificate of coverage to the governmental entity priar to baing awarded the contraot. �4. If the covera.ge period ehowm on the contractor's c�rrent certificate oi coverage ends darin� the ' duration of ihe project, the contractor must, priar to the end of the co�crerage period, file a n�w certificate , of co�erage with t�ie City showing that coverage has bee� extended. � 5. The contractor shall obtain fram each person pro�iding services on a project, and provide to the City: ! (a} a ceriificate of caverage, priar ta tl�at person beginning work on th� project, so the gavemmental entity wi,ll �ave on fiIe certz�cate� of coverage shflwing coverage for all pexsons � praviding sezvices on. the project; and (b} no later fi�an seven days after reoeipt by the contractor, a new certi$�ate of coverage � showing extensian of coverage, if the cove�-age period shown nn the current certificate of ooverage ends during the duration �f the praject. 6. The contraator shall retain all z�equ�red certificates of coverage far the duration of t�xe project and fax one year thereafter. 7. The contractar shall notify the City in writing l�p certified mail or personal delivery, witk�i�n ten (10) days af�er tl�e contraetoz knew or should have lmown, of any change t�.at materially aff�ct�s the provision of coverage of any person providing services on the pxoject. 8. The con,tractor shall post an eaeh projecf site a notiae, in tlxe text, form and manner prescribed by the Texas Warker's Carrxpensation Comrnission, inforrnrng all persons providing services on the project that they are required to be covered, and stating how a person znay veri�y coverage and regort lack o� coverage. � 9. 'The contractor shall coz��ractually requira �ach person with whorn it eont�acts to pro`+ide sezvices on a proj ect, �a: D-29 (a) provide coverage, based on proper reporting on thz classifica�ion codes and pa�all amounts ax�d �li.z�g of ariy ooverage agreernents, which meets the staiutory requirements of Texas labar Cade, Sec�ion 401.011(44) for �I� of its employees pra�cling serrrioes on the proj ect, for the duration of the project; (b} provide to the contractor, prior to that persox� bsgint�iu�g work on the proj ee#, a certificate of coverage shawing tlaat coverage is being provided %r all employe�s of the person providing services on the project, for the d�ra�ion of the project; (o) p7rovide the cc�ntractor, prior to the end of the coverage �eriod, a new ce;-iificate of co�v�erage showing �xtension of cov�rage, if the coverage period shown on the cu�ent aertificate of coverage ends d�ting the dura,tion af the project, (d) obtain frorn eacn other pe�rson wi.ih whom it cantracts, and provide to th� contractor: (1} a certi�cate of coverage, p�or to the other person beginning r�roxk on the prajecfi; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period sho�cvn on the current certificate nf ooverage ends during th.e duratian of �he projecfi; (e) retain all required certi�cates of coverage on file for the dura�ion of the project anct for or�e year thereafter. (� notify tlae City in writing by certified mail or personal delivery, within ten {10) days after t�,e persan knew or should have known, of any chan�e i;hat materially affect� the provisic�n af coverage of any person proviaing services on the proj ect; and (g) con�raotually require each per�on with whom it cantracts, to perform as required by paragraphs (a) -�g), with the c�erti�icates of caverage tn �e pro�ided to the perso� for whom they are providing services. 10. By signing this caniract or providing or causing to be pravided a ceri�ifiaate of covez�age, Y,�e contrac#or is representing to the City th�t aIl ernployee� of the contractoar who will provide ser�ices on the project �vill be co�ered by worlcer's cornpensat�on coverage for �he d��atioz� af the pro�ect, thafi the coverage �iI1 be based on praper repnrting of elassification codes and payroll anaownts, and �hat alt coverage agreemenfs will be �led with �e apprapriate i�surance carriex or, iaa. the case of a self-insured, with the Texas Worker's Compc�asatio� Carnmission's Division oi Self Insuraa�ce Regulation, Providing false dr rnisleadx�ng info�nation xnay subjeat the contractor to administrative penalties, critninal penalt�es, civil penalties ar other civil actions. 11. The contractor'a failure to comply with ar�y of these provision.s is a breaoh of cantraet by the contractor whioh entitles the City to declare �re contract void if the contraator does not xemedy the br�ach vvi�Yiin ten days afler receipt of not�ce a£ breach from the City. D. Pasting o� Requ�xed Worker's Compensation Cov�rag�. The con�ra.ctor shall post a notice on each praject site i�fonnirtg �11 persons providing serviccs oa the prdject that they are required ta be covered, a�ad stating how a person may verify current coverage and repart �aiIwre to provide caverage. This noiiae does not satisfy o�her pasting requirements impascd hy the Texas Worker's Compez�sation Act ar ofiher D-30 Texas Worker's Compeusation Commission ntles. This notice must be printed witla a title ix� at J.east 30 pava.t bold typ� and te�ct in at Ieast 19 point narma.l type, and shall be in both English a�n.d Spar�uish and any oiher language common tc� the work�r population. 'I'f�e text for the notices sha11 be the fo�owi�g text, withou€t any additional wards or changes: REQUIItED W4RKER'S COMPENSAT�ON COVERAGE "The 1aw requires that each person working on this site or providing s�r�ic�s re�ated to tk�i� consiruction pxojeci must be co�vered by warker's cnmpensa�.on ins�rance. This ino�ud�s persons pro�viding,laauling, or delivering equipment or ma.terials, ar praviding labor or tramsportaiion ar other serv�ice related to fhe projeat, regardless ofthe identity of their employer or status as an empIoyee". . "Ca11 the Texas Worker's Compensatian Cammission at 512-440-3789 to receive infarmaiion on the legal requuement for covexage, to verify vvhe�aer yaur emplayer has provided th� required coverage, or to repart an employer's failure to provide coverage. � D�S� Operating an,d Maintenance M�nnals: ' A. The Contractor shall p�ovide five copies af complete "O 8c M Man.uals." All information shauld be bound ixi �ive sepatate lflose-lea£ bindexs and delivered to tk�e 4wnier at least two week�s prior to final _ inspection ofthe pxoject. � S. For eacb product, �quiprne�t, or system tke fallowing data shall �e provided (unless deemed inappropr�iats by th� �ngineer): 1. A general descriphon af the equipm�nt or syst�tn listing fhe major components, intended service, aud � other general data. 2. Technical data including nameplate data, design parameters, ratings, capacity, performanc� data, operatiozx curves, okzaracteristics and the like. Clearly distimguish between information which does and does not apply. 3. List of�vart�ings and cautions to be observed duriag installation, operation, and maintenance. 4. FuIly detailed installation and aperating insi�uctians including special toals required, alig�nnent instructions, start-up and. shut�down sequences. 5. Maa:nienance, setvice, a�a.d re�aa�r insiructions inctuding maintenance and sezvice sci�edules, materials and methods for performin� rautine, special, and ann.ual service. 6. Troubleshooting guide and check list indica�ing common failure�, test methods and procedures for determining componen# fault or failure. 7. Spare pa.rts list iutdicating part and order nurr�ber w�ith narn�e and address af supplier. Include current prices nf replacennent parts ana supplies. $. Typewxitten test r�nrts including rnaterial and sysfem tests performed, Including date of t�st, tes�in� party, w�itnesses and recard of test conditinns anc� results in test reports, 9. Diagrams to include controls, wiring, :u�stallation or operation of the equipznent or sysfem. D-31 10. Capies of a11 "REVIEWED" shop drawings. 11. Copies of aIl manufaet�rer supplied warrantie� and guarantees. C. The contrac�ar should submit t�o preliznir�axy aopi�s of the operation and maintenance rnanuala to the Engineer at �east six wee�Cs prior to �al proj ect inspecfiion far re�v�iew. One cogy of the docurnents �ill be reti.�rned to the Con1xaetor marked "APPROVED" ar "REVISE AND RESUBMIT." If' it is marlced APPROVED, the con�ractor only needs tn provide four additional copies. If it is marked "REVISE AND RESLTBMIT," repeat �e "D & M Manual" submittal in accQrdance wi.th tiai.a item. D-�6 Tre�tch Excavation. Backfill and Cmm�actian Trench excavation a�.d back�ill under �axking lots, driveways, gravel surfacea roads, within easements, and within axisting ar futu,re R,O.W. shall ba in accardance w�ith Sect`rons E1-2 Backfill and E2-2 Excavation and Backfill of the Genexal Cantract Documents and Specifications except as specif ed herein. 1. TR,ENCH E�CAVA'TION: Tn accordance with Section E�-2 Exeavation and Backfill, i�'the stated max�mum trench widt,�s are exceeded, eitY�er t]�ough accident or oth�rwise, and if the Engine�r determines that the design loadings of the pipe will be exceeded, the Contractor will be �equired ta support the pipe with an improved trench bottom. Tl�e expense of such remedial measures s�aall be entzrely the Contrac�or's own. All tr�nching operations sha�l be canfzn.ed ta the width of permanent rights-of-way, permanent easements, and any temparary consix�a.ction easement5. AlI excavaiion shall b� in strict compIiance with #he Trench Safe�ty Systems Special Candit�on ofthis document. 2. TRENCT� BACKFILL: Trenches wluch lie outside of e�cistang or future pavem�nt shall be backfilled abo�e the top af the ernbedment material with Type "C" backfill material. Excavated material used �ox '�e "C" backfill must be mech,anically compacted unless the Contractoz can furnish the Engineer with saiisfactory e�criden.ce that tlie P.I. of the excavated material is less than 8. �uch e�idence sha�1 be a test report from an independent te�ti�g laboratory and must inc�ude representative sam�les nf sails in a11 involved ar�as, with a rnap shawing th� Ioca�.vn and depth af the vanous test holes. If excavated material is obviously grannlar in �ature, con�aini�g little or no plastic material, the Engine�r may waive �e �est report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-�.11 Tr�%ch Backfill for additional requirements. When Type "C'" back-fill material is not surtable, at the direction of the Engine�r, Type "B" hackfill materia� shall be used. 7n general, all backfill material for irenches in exisling pa�ved streets shali be in accorctance with Figure A. Sand material specifisd in Fig�.re A shall be obtained from an approved saurce atzd sha11 consist of durable par�icles free of �hin or eZongated pieces, lumps of clay, soil, Ioam or vegefable rnatter and shall m�et the following gradation: e Less than 14°10 passing the #�200 sieve � P.I. =10 or less D-32 Additionally, the crUshed limestone embedment grada�ion specified in Section E1-3 Crushed Limestone for Em%edment aithe General Contract Dacuments and Specifications shall be ;replaced with the following: Sieve Size �» 1/2" 3/S" #4 #8 °/a Retai.ned �-1Q 40-'�5 55-90 90�100 95�100 All o#her pravisions a� this sectzon shal� r�rnain the same. 3. TRENCH COMPACT�ON: All trench backfill sha11 be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing ar future pavements shali be cvmpacted to a minimum of 90% �tandard Proctar Density {A.5.T.M. D698) by means of tampi.ng only. Trenches which lie under existing ar futtue pauement shall be backfilled pe:� Figure A with 9S% Standard Proctor Density by jet�ng, mechanical tamping, or a combinatian of inethads. Backfill mater.ial ta be mechanical�y tamped must be within +-4°/a of its aptimum moisture cont�nt. Thc top two (2} feet o�sewer line treaches and the top ei�teen (1 S) inches af water line may be rolled in wzth heavy equipme�.t iireg, provi.ded it is plac�d in lifts appropriate to the material �eing used and fhe operation can. be performed v�ithout damage to the installed pipe. T1ae City, at its own expense, will p�rform trench compaction tests per A.S.T.M. �tandards on all �re�ch backfill. Any retesting required as a result o£failura to compact the backfill materia.l to meet tha �tandard.� will be at the expense of the Cantract�� and will be biIled at the cnmmerc�al rates as determ:uied by the City. These so�l der�sity tests shall be performed at two {�} foot �ertical interva�s be,�inning at a 1evel two (�) feet above the top of the instailed pipe and oantinuing ta the top of the completed backt"ill at intervals along the �rench not to exceed 300 linear feet. The Contractar wi11 be responsible far prar�iding access and �rench safety system to the level of trench hackfill #a be tested. No extra compensation wi11 be allowed %r exposing the backfi111ayer ta be tested or provicling trench safety system for tests conducted by the Ci€y. 4. MEASUREMENT AND PAYMENT: All material, including any and a�l Type "B" backfill, and labor costs oi excavation and backfill wi11 be included in tl�,e pri.ce bid per linear £oot of water and sewer pipe. D��9 Shon Dr�win�s: 1. Submit seveza (7} copies of shop drawirigs, iayouts, manufacturer's data and rnatarial schedules as may be required by the Engineer for his review. Submiitals may be checked by and stamped with the approv�l o� the Contractor agd iden�if �d as the Engimeer rnay requixe. Such review by the Engineer sh�.11 izxclude ehecking for generat confarmance with #he design concept �f the pxaject and gen�ral compl�ance vv�th information given in the Generai Contract Documents. Indicated actions by the Engineer, wb.ich may result from his review, shall not consiitute cancurrence with any dev�iatian from the plans and speeifi�cations unless such deviations are speci�cally identified by the meti�ad described below, and D-33 d. Not less than 24 hours notice sha11 b� provid�d to the City by �e Contractor for operations requiring testing. Tha Contractor shall prrovide acc�ss and i�enah safety sys�em (ifrequired) fox the site to ba tested, and any work effort involved is deeined to be included in the unit price for the itazn being tested. e. The Cont�ractor sha.Il provid� a copy of the i�ip iicket far each load of fill material delivered to �e j ob site. The ticket shall specify �the name of �he pit supplying the fi11 �ar�aterial. D-6� Pro�ection of Trees. P�ants. and Sail: All groperty along and adjacent to th� Confractor's operations inoluding lawns, yards, shrubs, trees, etc. sha11 be preserv�d or restored, after campletian of the woxk, to a condi�ion equal to or �e�ter �an existed priox to tlae start of �r+ork. By ordinance, the Contractor must obtaix� a permit from fhe City Forester before any work (trimming, � xemQval, or root pruning) can be done on trees or shnxbs growing an public property incluc�ing st�eet Rights-of-Ways and designated alleys. 'I'�is permit ca� be obtained by calling the Foreshy Offica at 871 � 5738. All tree work shall be in cvmpliance with prwning siandards for CIass II Pn�ning as describ�d by th� National Arborist .Assaciation, A copy of these standards can be provided by calling the above nurriber, Any damage to pub�ic trees due tn negligence by the Coniractor s�aii be assessed using the current £ortnula for Shade Tree Eval�xation as defined by t�e Interna�ional Society of Arboriculture. Payment for negligent damage to pubIic �rees sha11 be nnade ta the Ciiy of Fort Warth and may be witk�held fram fands due �he Contractor by the City. To prevent the spread of fhe �ak Wilt fi�ngus, all wounds on Live Oak and Red Oak trees �hal1 be irnmedrately sealed using a cornmerc�al �runing pai�nt. This is �ne o�y instance vvhen pruning paint is reco�menaed. No separate payment wi11 be rnade f�r any af the work involvec� fox this item and all co�ts incurred w3iI1 be conside�red a subsidiary eost of the prajeai. D�63 Part�al Estiumates and Retaina�e: Reference Part C(General Conditions), Section C8-8,5 En�itled "PARTTAL ESTIMATE� AND RETAINAQE" shaIl be deleted in its entirety and r�plaoed wifih the followin$; Pariial pay estimates shall be s�xtymitt�d by the Contractor or prepared by the City on th� 5th day and 20th day af each mon.iI� tlaat tha work is in progress. The estzmate shall �e processed by the Ciiy on the 10th day and 25t�a day respectively, Estima��s will he paid within �.5 days following the end of the vstimate period, less the ap�opriate retainage as set out belaw. Partia� pay e5timates may include acceptable nonpexisi�able �naterials delivered ta the work place �rhich are to be incflrporafied inta the woxk as a pezrnan�t part fihereof, but which at the tixne of the pay es�imate �iave not been sp installed, �f such materials are included vv�ithin a pay estimate, payment shall l�e based upon 85% o�the �et iz�voice vaIue ther�of. The Contractrnr wi11 fiunish the Engineer sucY� infortnation as rnay be xeasona.bly requested ta aid in the verifiaatian or the prepaxatioza of the pay estima,te. For con�racts of less than $400,000 at the faxne of executio�, retaina�ge shall he ten percent (10°/a). For cantxact� of $400,000 or rnor� at the tixne af axecution, retainage shall be five percent (5%}. � ' Coni�actor shall pay subcontractors in accord wi� the subcontract agreement within five (5) bussr�ess days after receipt by Cont�c�r of the payment �y CXty. Contractor's failure to make the requzred paym�nts to suboont�aotors will authorize the City to withhold future payments from the Contractor ut�til compliance with t,�is paragraph is aocomplished. It is understood that the partial pay estirnates vv�ill be a.ppro�imate anly, and all paart�aal pay estimates and payment of same will i�� subject to carrec�ion in �1ie estimate xendexed £ollowing the discov�ry oithe TY118ial�E lll �]y pT�V10U5 �8t1i11a�C. Payruent of an:y parti.a] pay estimate shall not be an admission an the part of the Owne�r of ihe amount vf work done or of its quality or sufficiency or as an acceptance o�the wark aone; nar shall same rcl�ase ths Contractor of anp of its� res�onsibilities uz�der ihe Contr�ot Documen�s. The City reserves ihe right to w7ithhold tk�e paynr�ent of any partial est7xnate if ihe Caniractor fails to perform the work in strict aecardance with the specifications or other provisions of this Coniract. D-64 Work Near Pressur� Plane Baundaries. Contractor shall ta�e note tha�t t�ie water line ta be replac�d under this contract crasses ar is in olose proximity to an ezcaisting pres�ure plane boundary. Care sha11 be taken ta ensure a11 "pr�ssure plane" valves installed are insta�led closed and no cross conneations are made between� pressuire planes. A location rnap has been includ�d ta help keep temparary servioes from crossing pyressure plane boundaries. D�6S Pruiect Cleau n�: The Con�ra.ctnr shall be aware that l�eeping the pxoject site in a n�at and orderly aondition is considered an integral part af the conf�acted work and as such shal� b� ecrosidered subsidiary ta the appropriate bid it.e�s. Clean up work sha11 he done as directed by the Engineer as the work progresses or as z�eeded. If, in the opi�.ion of the Engineer it is necessary, cl�an up sha11 be dane on a daily basis. Cl�ax� up work shall include, but not be limited to: o Svveeping the street c1�an nf dirt or debris o Storing excess materia.l in appropriate and arganized manner a. Keeping trash of anq kind off of residents' property If the Engi�eer does nat £eel that the jobsite has been kept in an orderl�+ ca�ditzan, on the next estimate payment (as�d all subsequent payments uniil complef,ed) of the appro�ria�Ee bid itezxz{s) wi]I ba xeduced by �,5%. D�66 Praiect Schedule: Contractor shail be respnnsible far producing a praject schedule at the pre-oonstruction con#'erence. T`his schedu�e sha11 d�iaiI a,�l phases of construction and xllaw tb.e contractoz to com�lete the work in the allotted �irne. Coniractor will not move on to the jobsite nor will work begin until said schedule has been received an,d approval sec�red fro�n tl�e Constzuction Engineer. Howe�ver, canixact time wi..11 start even if the prolect schedule has not been turned in. Project schedule wi11 be �pdated and resubnr�itted at the end of every estimating period. AI1 cosi� invnlved wi�h producing aaa�d maintaining the project schedule sha11 be considered subsidiary to t1�is confract. D-67 1'/2" & 2" Conuer Ser�ices: D-39 ,i The fo�lowing is an addenduxn to El -17, Gonner Water 5ervice i.ines and Conner Allnv Couvlin�s: All �ttings used for 1%a" and 2" water ser�vices lines shalt be compression fitiings of the type produced wzth an int�rnal "grip�er rin�" as rnanufacttrred by the Fard Meter Bax Co., Inc,, Mueller Company, ar appraved equal. Ap�rrov�d equal prad�cts shail s�ubmit shop drawings and mani,iiaaturer's catalog information for approval. Can�raetor shall make all cuts to the copper tubi,n.g with a copper tubing cutter tool specifically designed for this purpose in order ta provi.de a clean, squar� cut. Tha use of hacksa�s or any other iype af cu�ter will not be allow�d. Przar to installing the com�ression fittings, the copper tubing v�iill be made raund by ihe use of a "rounding tube" speci�ica�ly made for that purpose. Payment for aIi work and materials associated with 1%Z " and 2" copper serrvices shall be included in the price of the appro�nriate bid item. D�68 Protechon of E�stin� Curb and Gntter: On projects wk�er� v�ater servioes are to �e replaced but the street is not scheduled far a fu11 reconstructiarn, �e Contractor shall nat disturb the exiating curb and gutter. Water services sh�11 be installed using a"gopher" or similar means that will not disiurh the existing curb and guiter, If the existing cuzb and gutter is daxnaged, it shall be xepIaced at the Contractor's expense to the nearest constructian joint in either direction. No separate payment will be made for work and �naterials necessar� to protect t�xe exist�ng curb and gutter and all cos�s incurred wi11 be considered to lae subsidiary to the contraci. D-69 Conirac �'s Resuansibilitv for Dama�e CIaxnas: Part C-- General Conditions, Sectian C6�6.12 shall be xevised to read as follows: Contraotor covenants and agtees to indemnify City's engineer a.nd �chi#ect, and their personnel at the project site for Cont�actor's sole negligence. In addition, Contractor coven.ants and agrees to indemnify, hold hai7nless and defend, at its vwn expense, the Owner, its a�cers, servants and employees, from and against any a.nd all claima or suits for pzoperty loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be per�E'ormed hereunder �y Coni�acfiar, its officers, agents, employees, subcantraeto�s, Iicensees nr in�ritees, wl�ether oY not arav such �'r�iuru. duma�e or deaih �.s caused, in whoie or in r�ar�, hv the 1tB�lfLetlCB at� [t1d8�8d 7eeFl��,�fie o� Dw�aer, its �cers, serva�ats, or em l� oyee�. Contrac�ar likewise covenants and agrees to indemniiy and hold harniless the Owner from and against any and all injuries to 4wner's af�cers, scrvants a�nd em�loyees and any damage,lass or desfruotion ta properLy of the Owt�er a�risiu�.g frozn. t,k�e perfozxnance of any of th.e #�ns and condi�.ana of this Coxtlract, whether or not anv such iniury or damage is caused in whole or i� �art hy dhe �ee.�li�e�ce nr alle;�ed' ne�Y%ence of Owraer, its affi'cers, servants or� emr�lavees.. Tx� tk�e event Owner re:caives a written clai�z� for damages against the Contraotor or its subcon.tractors �ox to �"rnal payment, final payment shail not be made un�il Coniractar either {a) submzts to Owncx sa�is�'actory evidence that the cla.im has beeni settled andlor a release from t1�e claimant invoived, or {h} pro�vides Owner wit3a a Ietier from Conla�mctor's ]iability insurance carrier that the alaim h�s been rcferred ta the insurance carrier. ��i7 The D�ector a�aay, ii he deexns it appropziate, refuse to accept bids on ather City of Foxt Warth publie work from a Contractor against whom a clainn for damages is outstazxding as a result of work per#'ormed u�der a L`ity Can�ract. D ny0 Public 1�Tot�ca�ion Prio�r to Be�tnin� Constrnction Priox to beginning construction on any black in the project, the contracto:r shalI, on a block by block basis, prepare and deliver a not�ce or flyer oi the pending construction io the front doar af �ach residence or business tha� will be impacted by construction. The not�ce sha11 be prepared as follows: The no�f"ication notice or flyer sha11 be posted seven (7) days prior to beginning any construction aoti�vity on each blc�ck in the pro�ect area. The flyer shall be prepared o� the Contra.ctor's Iet�erhead anci sha11 intclud� the following infarnaation: Name af P�rojeci, DOE Na., Scape of Pxaject (i.e. tqpe of eanstruction activity), actual construction dura�ion within the bloal�, the name of the contrac�or's farernan and his phone number, t�e name of the City's inspecior a�d hi� phona number and the City's after hours phone nurnber, A sample of the `pre-consiruction noti.£ication' �yer is attached, T�e contractar sha11 subrnit a schedule showing #�e cons�xuction siari and finish #ime far each �alock of the projeafi to the inspector. Tn addition, a capy of the flyer shall be delivered to the City Inspector for his reviev+r prior to being disfribu�ed. The contractor wiIl noi be aIlowed to begin constructian on any bl.ock until the flyer is delzvered to all reside�ts of the block. An electronic version of #he sample flye�r can be obtained from the consirnction of�ice at $9i-�3U6. All work involved �riih the pre-co�tructio� no�ificatinn flyer sha11 be oonsidered suhsidiary to the ca�tract price and no additional conapensation sha�1 be made. D p9Z Trafffc Control: The co�airractor sha11 be responsible for providing, following, and. mainta�ning a traffia control plan during the constructian o�'this project consistent with the pxovisions se# forth in the "19$U Texas Manual on Unifora� Traffic Cantarol Devices for Streets and Higl�.ways" issued under the autla.ority ofthe "�tate a�Texas 1Jr�ifoxm Act Regulating Traffic on Highways," coc�i�'ied as Article Gi01d Vernvn's Civi1 Statues, pertinent sections being Section Nns. 2'�, 29, 30 and 31. This traffic can�rol plan shall be sub:rnitted far review and approval ta Mr Cha�rles R. Burkett, City Txa�c Engineer @817�8'71-8774 at least 10 working days prior to the pre-consiructian conference. Althnn�b wark wfll not begin unia� the trafitc control pIan �xs been re�iewed and appraved, the Cnntr�ctor's tiiame will begin in accordance witih the time frame esta�lished in the Not#ce to Contractor. The Contractor wil� no� remove any regulatary sigq, ins�ruct�onal sign, straet name sign ar ather sign vtthich has been erected by the Ciiy. The Coniractor sha.II not install any sign on a city post, pa1e, or structura without first obtaani.ng written permission from the Engineer. Tf i# is determined that a si�n must be xemoved ia permit req�ired conshuctian, the Contr�tor shall contact fihe Transportation and Public Works Department, Signs a�.d Markings Division (phone number 871 �8l 0'7), to remove the sign, rn f1�e case of regula#ory sz�n.s, the Coniractor must replace tJ�e permanen� sign with a ternporary sign meeting the require�ents af t�e abo�e D-41 referenced manual and su.ch temporary sign must be installed prior ta the removal of the perm�rient sign. If the temporary sign is no� installed correctly ar if it does not meet t�a.e required specifica.iions, the permanent sign shall be 1ef't in place until �he temporaaty sigc� requ�rements a�re met. V�7h�n constraction work zs completed ta the extent that the perman�nt sign can be rei�talled the Cantractor sha11 agai_n cantaet the Signs and Marking� Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinsiallation is co;mpleted. D �'�� �AC Testin� Procedure The contractor is required to submit a Mix Design for boih Type "B" and "D" a,�phalt that will be used for each pro�ect. This should he submitted at the Pre-Con��ruct�on Conference. This dcsign shall not be mare t1�an two {2} years ald, Upan submittal of the design mix a Marshal (Proctor} wi�l be calculated, if ane has not been previously calculated, for the use during densifiy testing. For type "B" asphalt a�naximum of 20% rap may be used. No Rap may be used in ty�e s��� Upon approval af an asphalt mix design atad th� calcula�ion of the Marshal {proctor) the contractor is a�aproved for placem�nt of ihe asphalt. The contraefor shall contaet fhe City Laboratozy, through the inspector, at least 2� hours in advance of the asphalt placement to sehedule a technician ta assist zn ihe manitoring of the number of passes by a roll�r to establish a rolling pattern that wi11 provida the ret�uire�. dens�ti�s. The required Density for 'I'ype "B" and for T�pe "D" a.sphalt will be 91 % of the calculated Marshal (proctor). A Traxler Thu1 Layer Ga�zge will be used for a.11 asphalt testing. Afte� a rolling pattern is e�tablished, densities sho�tld be taken at locations not more than 300 feet apart. The abave requirement applies to both Type "B" and "D" asphalt. Densities an type "B" must be done before Type "D" asphalt is applied. Coxes to determine thicknsss of Type `B" asph�lt xnust be taken before'�pe `�]" aspha�t is applied. Upo�z cornpl�tion of the applicatzan of Type "D" asph�lt addi�ional cores must be taken to determine th� applied thic�ess. D �73 Pre�Construction Nei�hborhood I'Vyee�in�:, A#�er the pre-cans�ruc�ion conference has been held but before aonstruction is aXlowed to begin on this project a publ�c meeting will be held at a location to be d�termined by the Engi.ne�r. The contractor, �nspector, and project manager sha11 meet with all affected residents and present the projected schedule, including construction s#art date, and answer any construchon related questians. E�ery effort wi11 i�e made to schedule the neighborhood meeting wi#hin the two weeks �ollowing tha pre-constr�ction conference but 'rn no case will construction be allawed to be�in until t�is meeting is held, D�94 Increased or Decreased Ouan#ities: Part C- Ge�eral Condi�ions, Section C4-4 SCOPE �F WORK, Page C 4-4 (1}, revise paragraph C�4-4.3 TNCREASED OR DECR.EASED pUANT�TIES ta read as fallows: D-4� "C�-4.3 IlVCREASED OR DECREASED QUANTITIES: The Owner res�rves the right to alter the quantities ofthe work to be performeci or to ax�end or shorten the improvements at any tirne when and as found ta be necessary, and the Cantractor shi,all perform the woxk as a,1.�ared, increased or decreased at the unit prices as established in tl�e contract documenis. No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waivin� or invalid�.ting any condiiions or pro�visions of the Contrac� Documents. Variatians in quantities of sanitary sewex pipes in dep�i ca�egaries shall be int�rpreted he3rein as applying to the flverall quantities of sanitary sewer pipe in each pipe size but not to the variaus d�pth categories. D-'�� Construction. �ta%es: Tha City, through �ts Surveyor ar agent, will provide to the Cantractor conshuction stakes or other customary r�ethods o£markings as may be found consxstent wi.th professional p:ractica to establish line and gr�ade for roadway and utility construcfiion and center�ines and benchmarks for bridgewark. These stakes shall be set s�icien�,y in adva�ace to avoid delay whsneaer prac�ical. 4ne set of stake� sha�I be set far a11 u�ility conslruction (water, sanitary sewer, drainage, ��c.), one set of excava�ionlor stabilizai�nn stakes, and one set of stakes for curb and gutter and/or paving, It sha11 be the sole responsibility of the Cantractor to presezve, main.taiui, trattsfer, exc., a11 stakes furnished until comp�etion of th� construction phase of the proj eci far which they were furnished. If, in the opinion of the Engineer, a sufficient n�ber of stalces ar mar�gs pravidad hy tlxe City hava been Iost, ��B�I'Dyed, ar disturbed, that the proper prosecution end cantrol of the work contraoted for in � the Contract Dncumen�s ca�not take place, then the Cor�trac�or shall replace such stakes or markings as required, Ari individual registered by the Texas Board of Professional Land Surveying as a Regisiered Professzonal Land Surveyor shaI1 replace these sta�Ces, at the Contactor's expensa. No claims for delay � due to a lack of replacement of constructinn stakes will be accepted, and time will cantinue to be charged in accordax�ce with tha Coniract Documents. D�76 Sanrtary Sewer Service Cleanouts: Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- � way service cleanout as shown in the attached de�aal. Cleanauts are to be installed aut of hi� 1�a,�f c a.rea,� such a,s driveways, s�reets, sidewalks, etc. whenever possible. When it is not p�ssiBle, the c��anout stac� a�d cap shall be cast iron. . Payment for all wark and �m.a�erials necessary far the installation af t�he two-way service cleanout which are required to provid� a cam.plete and fiinctional sanitary sewer c�eanaut shall be includ�d in the price hid for Sanitary Sewer Se�rvice Cleanou�s. �� D-43 D-`�'� Protective �Vianhole Caatin� For Corros�on Pro�ect�on; D�'13 I�lT��I�R I�IQdAIHOLI� COAiIfdC � RRV�N �lidli�G SY�T'�R�I�: ?►. CEN�RA� 1. 5cope This section governs all worE�, maferials and tes#ir�g required for the appl[catinn of fnte�ior manhole coating. Manhoies dssignated for interi�r cvating are [isted of the Manhole RehabilitatRon Schedu�e, listed in Section I. Interiar manhole cQating shall meet the requirements af this Section, or �f Section DA-10, �A�11, �A-12, ar �A- �4. 2. 9escriptian ihe Cantrac�tor shall be responsible for the furnishing �f all labnr, supervisian, materials, equipmer�#, a�d testfng required for fhe completion af interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendatior�s Materials, mixture ratios, and procedures utilized far fihe coating process shal� be in accordance with manufacturer's recommendations. �4. Manhales Manhofes to b� c�ated are of brick, bloc�, or cancrete constructian. All manholes sh�ll have a mir�im�m of or�e•�half ('!l�) specialty cement-based coat�ng material (�uadex QM�1s or Re[iner MS�) sprayed or trowelled on caating over #he originai interior surface. B. MA�"ERIAf�S 1. Seape This section go�erns the materials req�ired far cnmpletRon of int�rior coating of manholes. 2. In#�riar Caating Raven ll�tra bigh�Build epoxy Goating, a twa�part epoxy resin system using 100% solids based epoxy b[nder with fibrous and �lake filfers, is manufactured �y Raven �Ening systems and designated as Raven 405. 3. S��cialty C�ment The specialty cement�ba5ed coating materiaf shall �e �ither G�uadex QM-9s as manufactured by Quadex, Enc. or Reliner MSP as man�factured by 5tan�ard Cement Materials. DW44 f. 4. Materiai Identificatifln Contractors wi[I comple#eiy identify the t�pes of grout, mortar, sealant, andlor raot controt chemicals proposed and pro�ide case histories of successful use ar defend the chaice o€ grou�irtg materials based on chemical and physical properties, ease of applica#ion, and expected perFormance. These grouting mater�als shal� be compaiible witt� Rarren 40� interiar coating. The carrtrac�ar shall be responsible for getting appt�ovaf from Raysn �ining systems andlor the grout manufacturers far the use af thes� grauiing materials. 5. Mixing and i�and[ing Mi�ng and handling of interior coating, wh�ch may be toxic �nder certain conditions shall be in accordance with the recommendatians of the manufacture� and in such a manner as to minimize hazard to personn�l. It is fhe responsibility of the Contra�for to provide appropriate protective measures to ensure that ma#erials are under control at all times and are no# available to unaukhorized persannel or anii-na�s. All equipment shall be subject to �he approvaf of the Engineer. Coating shall be pertormed o�iy by certified applicatars approved by the manufacturers. G. �X�CIJTf �N 1. General Manhvle coating shall nat be pertormed until seafing af manhole firom frame and grade adjUstmen#s, partial manhols replacement, manho(e grouting or sewer �eplacementlre�airs are c�mplet,�. �. Temperatur�s Norma� interior coatEng aperation shall be perFormed at temperatures nf 40°F or gr�ater. No applicafiio� shafl be made when freezing is expeeted within �4 �ours. 3. �nierior Manhole Coating a. Manhales scheduled far Pn�erior coating are show� on the Manhole Rehabilitation Sc�edule. ihe interior ooating shall be applied to the manhole #rom th� bot�om of the manhole frame to the benchltraugh, inc�uding fhe benchltraugh.. b. The interiar coating shalf be installed in accordance with the manufacturer's recommendations and the following �rocedure. �)�he surtace preparation sha11 comply wifi� the requirements of S�ction DA 9, SUR�ACE �REPARAi�ON �'OR MANF6O�� R�SiO�ATION. 2) Apply a minimum afi one-half (112) i�ch sp�cialty c�ment�based prod�ct (�uadex QM�1s ar �eliner M5P) smno#h surface for fhe Urethane caating materiaL D-45 3) The surface prior to a�piicataon may be damp but sha�l nat have noticeable free water drop[ets seeping or ru�ning water. Material shall be spray applied per manufac�urer's recommer�dations with a minfmum thickness of � 25 mils (0,12� inch). 4) Aft�r the walls are coated, the wqaden bertch covers shall be removed and the benc� sprayed to fhe same a�erage and minimum thickness as required for the wa[Es. 5) ihe final applicatiort st�a�l have a minimum af three {3) hours cure time or b� set hard ia fYte #ouch, befor� being subjected ta active flow. 6} No applications shall be made to fro�en su�aces or if fireezing is expected to occur in side the manhole wit�irt 24 haurs after applicat'ron. 4. Testing of Rehabilitated Mar��oles a. Rfter the epoxy liner has set (hard to toucf�), a!I visibfe pi�holes shafl b� repaire�. Repairs shall be made by light�y abr�ding t�e sUrtac� and 6rushing the lining maierial over the area. A1f blister� and evidence o� uneven co�er shall be repaired accord`[ng �o the manufacturer's recommendations. Spot check of caating thickness may be made by Owner`s Repr�s�r�tative, and the contractor shall repair ihese areas as requEred, at no additfonal cost to the Owner. b. Testing of rehabili#ated manhafes far water�ightness shall be pertormed by t}�e Cv�tractor after operations are complete in accar�ance wi#h Section I�A�18 - VACUUM iESTING O�" F�EHABILITATED MANHOLES. D. M�RSUR�M�N� AN�l PAYM�NT Payment shall be based on the Con'tract Unit �rice per ver#ical foot, measured from �h� bottom af the frame ta the fo� �f the bench. The Contract Unit Price shall be payment in fiull far perf�rming th� waric and for fumishing afl labor, supervisian, materials, equfpment ali festing necessary to complete the work. Payment for grouting af �ipe seals, bench and trough and manhofe walls shall be based on tFre Con#ract Unit Pric� for �ach manhole ac�ually groute�. D��� 1VVJfeterin� Water Durin� Cans�ru[ct�an: In order to accr�rately measure the amount of wa.ter used during canstructi�n, ti�e Contractor will anstall a fire hqdrant meter fo� all temporary service lines. Water used during const�ction far flushing new znains that cannot �e metered froxn a hydrant will be estim�ted as accurately as possible. At the pre� canstrucrion conferer�ce the coni7ractor will advise the inspeotor af the nurnber of rneters thafi will be needed alnng with the locations whex� they will be used. The inspeetor vcrill deliver the hyclrant meters to f.he locations. After installation, i�h� contractor will take fi�ll responsi�6i1i4y for the meters unti� such i;ime as the contractoz returns itinse metcrs to the inspector. Any darnage to the meters will be tlae �ole responsibility of the contractor. The Water Departxraent Meter Sho� will evaluate �.e candition of the meters upon retum and if repairs are needed the conlsactor wilI receive an invaice for those repa�rs. Tbe issued meter is £az this spea�c pxaject ar�d Iocation only. Any water that the con�raator rnay need far D-46 i I i personal use will req�xe a separate hydratat meter obtained by the Contractar, at th$ir cost, from #he Wat�r Department. D-79 Pine Ynstalled by Other Than Onen Cut: A. G�N�FtA�: ' 1. �urnish materials artd necessary aceessories, with strengths, thickness, c�atings, a�d fittings indicated, specified andlar necessary to complete the work. � 2. AI[ excavation sha�l �rovide an open area co�tfarming to the outside diameter of tha casing andlar �arrier c�nduit, i�e excavation shall be to an alignment and grade which will allow the carrier condui� to ba insta{led #o proper line �n� grade � as shown on the Plans and as esta�lished in the Specifications. 3. Work shall be per�arm�d in accardance with the requirements of the Gity of Fort � Workh Wa�er Department, the Texas 9epartment of Yransportation, ar railroad compar�y, as applicable. �. MAY�RIA�S: ' 1. Casing P9pe: Casing pipe shall be steel con�orming to ANSk @36.10 and the . �ollowing: a. ��eld Strength: 35,D00 psi minimum. , b. Wall thickness: 0.3�2 in. minim�m (0.� far railroad crossings). c. Diameter: As shown on f�e drawings (minimum siz� requirements). d. Jaints: Cantinuous circumferential weld in accordance with AWS D1.'I. 2. Carr�er Pipe in Casir�g: Carrier pipe shall be as sFtown fln drawir�gs and as specified in ihe General Contrac# Documents. 3. Sew�r �ipe withaut �asfng �'ipe: Shall be minimum Class �1 ductPle iron pip�, or as desigrtated on the ptans. 4. Grout: Grout s�all be Portland Cement grout af min. 2000 psi compressive stren�th a# �� days. Proportianed nat less �har� 1 cu. ft, af cement to 3 cta. ft. of fine sand with sufficlent water added to pro�ide a free flc�wing t�ick slurry. D-47 c. �xEcu�ion� �. Where sewer pip� is required to be installed under raifroad emban�ments or �nder highways, streets or other facilities ir� ott�er than open cut, construction shall be performed in st�ch a manner so as to not interfere with the operatian af ihe rail�oad, s#reet, highway, or other facility, and so as not to w�aken or damag� any �mbanC�ment or sir�cture, D�aring canstruction operations, barricades a�d �igF�ts to safeguard traffic and pedestrians s�all �e �'urnished and main#ained, until such �ime as the backfill has ��en campleted and t�en shafl �e r�maved from the site. �. Pits an� �'r�nc�es: a. If �e grade af the pipe at the end is b�law fhe ground surFace, suitable pits or trenches shafl be excavaied for the purpose of cor��ucting th� jacking or tunneling o�erations and for placing end join#s af the �ip�. Whe�ever end �renches are cut Pn the sides of the embankment or beyand it, such work shail be sheeted s�c�rely and braced ln a manner to prevent ear�kt from caving in. b. The location of f�e pit shafl meet the ap}�ra�a! of the Engineer. �. �he pits af trenches ex�a�ated ta facilitate these o�era#ions shall b� bacf�filled immediateiy after iF�e casir�g a�d carrier pipe ir�stallation has been completed. 3. �orin� and Jacking Ste�l Casi�g Pipe; Stee� casing pi�e shal! be instaiied by boring f�o1e with the earti� auger and simultaneously jacking pipe into pface. a. �'he boring shalf proceed from a pit pro�ided for the boring equipment and workmen. The holes are to be bored mechanicafly. �'he boring shali be done using a pilot hole. �y this method an approximate 2-inch hole sha[I be bored the entire length af #�e crossing and shail be che�eked for lfne an� gra�e on the oppasite snd of the bare from th� war�c pit. This pilat ha�e s�►a�l serve as the cer�teriine of the larger diameter hole ta be bored. Other m�thods of mairttaining line and grade on #�►e casir�g may be �pproved �f a�cepta�le to the �r�gineer. Excavated materia! shall �e p�aced r�ear the top af the working pit and disposed of as required. The use of water or other fluids in connection wiff� fihe baring operation will be �ermitted anly to th� extent �equired ta lubricate cuttings. Jetting or sluicing wifl r�at be permitted. b, ln unconsofidafed sail forma�io�s, a gel-forming calfoidal dri[ling fluid consisting of at least 10 percent of high grade c�refully processed ber�tar�Ete may be used to consolidate cu#tings of #he bit, seal the walfs af tt�e hale, and furnish lubrication for subsequent rem�val of cut#ings and installafion nf the pipe immediafiely t�ereafter. D-48 c. Allowa�le �ariation from the line and grade shal! be as speci��ed urtder paragraph A.2. Al� voids between �ore and out�ide of casing shall be press�re grauted. 4. Installation of Carrier Pipe in Casing: a. San9tary sewer pipe lacated within th� enc�sement �Ype shall �e supparted by "skids" or "bar�ds" to preven� the pip� and bells from snagging on the inside of the casing, and ta keep the ins#alled line frorn resting an the bells. b. A!I skids shall be treat�d with a wood preservative. Skids shauld extend for the full length of i�e pipe with the exception of the bell area and s�igai area necessary for assembly unless atherwise specified. c, ihe Cnntrac�ar sha�l prevent o�er bellfng the pipe while installing it through the casing. A method o# restricting the mo�ement between the assembfed beli and spigot wher� applicable shall be pro�ided, �' d �4t afl bored, �acked, or tunneled insiallations, the annular spaee betvveen the carrier p�pe and casing shal[ be filled with grout. Care must be talcen � that nat toa much wa�sr is forced into the casing sa as not to float the ,. �ipe. ihe backfill material will noi be required unfess specified on the plans and ��ecified �y the �ngineer. ,� �. Ciasure of the casir�g after the pipe has been insialled shall be plugg�d at the ends flf the cas�ng as shawn. on the d�awings ar as required by ihe � � �rig�neer. � �. Borin� and Jacking Duct�le ]ron Pipe withaut Casing Pipe: a. As indicated on drawings and as required and direcfied by t�e �ngineer sewer shall be cons#ructed of bare and jacked ductile iron pEpe. b. When a casir�g pipe is not designated on the drawings, the contractor shall provide a casing pipe if rrecessary to achieve li�e and grade. Casirig pipe shail be pravided a# na addit�onal cost and shall be subsidiary to i�e cost bid far fnstailation �y Other than Open Cut. c. 8are and jack in accordanc� with paragraph C.3. above. d, Shor# ��rtgth af sewer cansisting of a singl� pEpe sectian may b� installed by jackin� without a bore hole if permitted by �he �ngineer a�d in soft soil layer. All �oids outside of installed pipe shalf be pressure g�outed. 6. �unneling: W�ere the characte�istics of the s�ff, the size of th� pro�osed pipe, or t�e use of monalithic sewer would make th� us� o# tunneiing rrzore satisfactory than jacking ar boring, or when shawn on the pEar�s, a tunneling method may be used, with th� appro�af of the Engineer ar railroadl�ighway officials. � � �a�'� a. When tunneJing is permitted, the lining of the tunne! shali be of suffcien# strength of support the ov�rburde�. The Cantractor shall submif the proposed liner method #o the �ngin�er �or approval. Yf�e tunnel liner design snall �ear tF�e seal of a licensed prafessiona� er�gin�er in the State of Texas, Approval by the �ngineer shall no� refieve the Contracto�- af the responsibiiity for #�e adequacy of #he Einer method. b. ihe space �etweer� the turtnel liner �nd the limits o# exca�ation shall be pr�ssure grouied or m�d�jacked. c. Access holes for placing concrete shall be space at maximum infervals. of 10 fieet. �. ME,�1SlJREMENT AND PAYM�NT: Instaliation of pipe by other than apen cut will be measured by #he linear foot of pipe, complete in place. Such measurement will b� made betw��n the ends of the pipe afong the centra� axis as instafled. 7he work per�armed a�d materials furnished as prescribed by this item will be paid far at t�e Cantrac# Unit Price bid per Iinear faot for PiPe fns#afled by Other if�an �7pen Cut of the type, size, and class of pipe speci�ed as shown on plans, �he furnishing of all materials, pipe, liner materials required far ins�allation, for all pr�paratidn, hauling and installing of same, and for all labor, taols, equipmen# ar�d incidentals r�ecessary to complet� f�� work, ir�cluding excavation, backfifling and dispasal of surplus material shall be ir�cfuded Rn the Contract Unit Price as shown in fihe Bid Proposal. R�ym,��tt �a�i not inclt��e: pav�m�nt t�p�ac�m�nt� wh�c� if r�quir��, st��ll b� pafd sepae�t�l�r. D-50 � (To be printed on Confractar's Lettexhead} -r Date: DQE No: 3G38 PR�JECT NAME: 3G" WATERLINE TO SERVE SEPIDERA RAliTCH MAPSCO L4CATxON: �XE> LIMITS OF COI�TST.: �Alpha St, betPveen Beta Street and Gamma Ln.) Estimated Dnration of Canstruction on ynur Street : CXX> days Tl�� I� T� Il�FQRIVI Y�LT THAT U��R A��NTRA��' 'Vi�I'I'H THE CITY O� FORT' '�V'OR'1'I�9 OU� COl�[P�T� V4►�ILL C�I�S�'RU�� A �VATERLIl�dE U1�T �R A�tOU1�7I� YOUR P�OPER'I'rY. CO1�T5TRUC�'iOI�T �I�L BE�Il�T A,FPRUX�1lZ�i'I'�L� SE'6�E1�1 T�A.`Y'� FROI�[ THE DATE �F TIiI� 1�TOT�CE. TF YOCT HAVE �i1�STI�1�S A�OUT t��CE�S, SECURI�Y9 SAk,E'I'�' OR A� 4T1FIE�.t ��SUE, PLEASE �ALL: M�'. �CONTRACT�R'S SUPERINTENDENTa AT [TELEFHONE NO.� 1' l�ir. �CITY IlVSPECTOR> A�I' <TELEPHONE NO.� �'�R 4;�0 Pl�i OIt ON �E�EI��, PLEASE CALL �71�7970 PLEASE KEEP THIS FLYER HAIVDY bVHE1�T YOU CALL. D-51 ;�'.� . _ « � ,e� �.� j arm 1082 (fiey. 09�93� ,� (Previa�s Ve�sions dbsoleia) � � To: Ciiy of Fort Wart� W�ter �?epartmerit ; ;, 9000 i`tirockmor�on Str�s# � Fort Warth, Texas 769�2 ;f cJo Mr. �oo J.��(�m, P.�: Permik # 220-W-85-02-Qq� H�y..�No.. US ��l Maintena�ce Sectiort Nn. 04 Gou��y: Tarrant � - Qake: Api�l 29, ���2 - Revi�wed & lssued �y: G. Rndriguez "�he Texas DeparEmenf of Transpattati�n �TxDbT) oif�rs nv a���ctian ka the focation or� #4�a r�gi�t-of�vay of yo�rr pro�e� 3B" WA�'ER uN� as shc�wr� by aaaompanying d�awings and. r�4�c� �ated APRIL 22, Z042. except as.na�ed be�aw. Yaur att�n�Eon ta �i�ackad t4 �oveming �aws,, especia�ly tn A�rt�le 66i4w 4, V�mo�'s At�nafa#ad Civi� Sta�ttes�qf �ex�s, perEainfng to Cantrol of Acc�ss, Access for se�ring khis in�kallation sl�all-be limi�eci ta ai�ess vta (a) fron�aga roa�� .wher�e provid�d, (�j n�arby or adjaoent publia raa�s ar streets, 8 trails a�ong or nsar the highway right�€�nray llnes, oohr�ecting only ta an Ir�ferse�ting road; from any one ar all of whlah entry may ba mad��ta the o�fer pori�on of the highw�y �ght-of way.f�r narm�l garvic�e and maintertan� �p�rations. The Owne�s rights of aaaess ta t�e t�ro�gh-1ra�ic roadway$ �nd ramps shal! be subjec� �o t��e �ame Nlas an� n�g�rlations as ��Oply tv the genera! pub�ic excep� how�ver, ii an emergenr�y situatian ac�urs and us��! means of ar,�cess �rir normal se�u�ce operatrons a�d w�l nc� ��rmlt the immedla�e acfion t�quirad by th� l�t1iE� (7wner In making emer�ency repairs as requirod for fhe safefy and we�far� of the public, .the Uf�li� Ownera sha11 have a t�m�ar�ry rigi�k af a�ce�s ta a�d fmm the th�ug�-#�`ia roadways�and. ramps as i�ec�asary tv acc�omplfsh #he €�quir�ed emer�ency repaf�s, provid�d TxD[?T is Immediately natifred by t�e U�lily Ot�mar whe� such repairs �re l��t€�#ed and �equat� p�ivisian Es mad�.by the Ut�iiy Owner�Orcanver�teno� and �afety of highway kra�lc. . � It is ea�r�s�y unders�Oo� tt�af the ixD�T daes not purpark, h�reby, t� grant a�y rig?�t, daim, #itl�, Qr easement �n or �spvn ihis highway: and 3� is furt�er [inder�tood t�ai the �'xD07 may €�quire the nwner �o r�loaa�� this ll�r�, s�bjac� t� prouislons of gqvemmg laws, by �iving t�}rt�l (3DJ days written �btice. - Yaq �ra �equesfed to nati� lhis oi%.privr 1� oomme�cem�nt �f any routfne c� periodio m�ntan�nce which requires pruni�g of tre�s wit�in the hi�hway rigfit-of-way, so that we may pt�avtde spe 'c�'iaafiar�s �� th� extetlt and �re�hods t� govem in t�rnming, ta�4�g, �e balanr;e, type of cu�s, pa9n�g auts and clean up. Thes� spec�icatlons ane int�nc�d �a p�es��ve �ur c;�nsiderab�e lnvestment in highway ��anting arid 4�uti�atia�, �y r�edudng damage due to t�r�m9ng.. .� �a i�►�talfat[an s�alk not dam�qe ar�y �art o# fhe highway and adequate �r+ovi�ions mt�st �e mac� to cause minimum inc�nve�ienc�s ta tra�c and adjace�t pt�per�y awn�rs. . In i�e event th� Owr�r fa�ls ta comply wlt� any or �II rrFF the reqc�lr�men�s as set fv�th herein, #he S#a�a may ta�ce suoh ar�iar� as it.dsems appropr��#e .#o oomp�� .com�tPanc� See sp�ciaf provisions titled ."Speciflcatians fiar B�r€ed !ns#�Ilatfan�' nr"Spec�IQat[onsforAer�al Inst�llations", as ap�ficable. . � � Additional Reauiremer�fs: A readily identifa�fe and suikab�e marlser shall be placad at each nght-af�ray Gne, where line crosses, �Apease noti�y �LYiVI� �Q�]Rlta"�f� ��' �S9Tj �70�65��, fa�iji-efght �4�) hour� �rinr t� s#artin� canstruction of �e line �n arcler that wa � may h�ve a�apresentak�v� �resent, Tl�is perrnit ar'td aEi att�c�mer�ts aha�l be kept an �ab slte �t a11 �imes. i f . � . . Tex�s 1]epa�kment of i'ra�ts�ortation-Fort Wor�� , . iUfaribel . Gk��vez, P.� District �r�g�neer � ' r . r , �. � : �er�y G. Bumeit . 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';� I � ci� ��h �y,�,� �'{,'S'+ �`1� _ � �.� � u�R�� ',t4 �.� { ��� '�',]r�CS r �� �� � .� � ''� t � � , •- =� . �� ��v �� '� ]p '�- " ,��4� �R _ '"'° ,� � �}`'yJ �. � � ��; �m Ih �.'F� ��.k�- �� �'4 E § ��4y, f � 4" i��� P _ . ? .��} � . . � �� R IF .' kiAf3 (� ��•' 1 Y� fif��i y�� 5*r. iE1 � � ' � � _ � � - t �'F ' x �va�a . �3"'' '44 ��`l,` s�,;F�' � � �'!� ��. ' � . •�+�. s., � _ � I , � 4' � i � i,.';..� j�r ' i�� I ry��{is'�a�ILI ��;' �}14N y f � — � . . . ��`��. ' ', - �, ww5!' ' :. ��;�� h�i��'•gr ' r�r a_'S:� '!i'� r � ��:i.�; � ij�}��` ., � � , � � � i:� � 'I . _ t� . ,����. � � �j �.� . � . .. ; ���x "� �� � 4�� - }�-i�s �.' �r , � �:��' � �aR'� a` ' y7(� ��� �K. �ii"i4�' �,7 ��" ��� �a �-`fy��f5.1h �I � I . . ry "`� „�..�et _ ���f�!!.$ �!A��'.. i y�+a�3t�?"3"� l`r,: _'. + � . � yL_� . F3F �... . ��;t.�1,��iA�:�sr�'S'�'-' . �, 't?!ra�, . . , . � ' � _ - .' ;x�:nV �`F�47��"'6^ -� -�. 'h•1.� . � � _;i�1'S"..'��i ' ' , . }' .jr �,'� �Xf`4(�.3'.. {' • � � �ii�'�'�'.{.�'!� �'"J, =��:i,�::� �,TM' � _ ' � ' ��{�. ���� I � � ��1;� J �-jr�� . ' . � � . . . .r' �y�..� . ' . . �' .' . � � `�,�� ��' 1 - _ •,:,����' �' . ' . � . , . ..'� ; I�{ ' �+ �� - - ` �" . ti���-'�� l' � �_ ' j-� . .. I � TEXAS DEPARTMENT OF TRA�SPORTA'TZ4N � F4RT WORT�i DISTRICT 4 . ' 1 ' , ,, f � ��P�����."r' A�� ��`�.�'fY�������"{��1` . . .���/a.�FY�+■ lf�i 6 , � . . � sp���a�. ��oua��� ���s � .������ - - �:��r����T���v�Y.. i�����,�i�������� �°� �����e �°� r.���r �r���g��r�r,� �'v� lJti{ity Dwners � st�all. in�orm .�ePr. fvrces . or co�ttracto�s . tn�t a11 utility�. �ins�a[fatEons au�horized by .U�ility Agreement or h�nni� shai! be sub�ec� to suc� inspec�ion �nd tests as . may be deemed necessary by �he Yex�s Depa�tmenf � o� `�tanspor�ati�n �to verify #�hat � work Is being done in �ceardance with th� %x�s D�partment af `�r�n�par�a�ir�n requiremeni�. � A1I su��rvisoryr pe�sonnel shall be 1ns�ructed �o furnish. such informataon and cvo��ration �s m�y be required ��erForm �u�h inspec�ion. � ��}'�����R��'P�J�-��� �F'� A�opy og the �approued ��rmst shall t� Icept or� the s��e of �� work at �!� tames when w�rk is in progress. ��. � , . .� F�ILL i�1�'���l��l�i/�.�'I�1'���D �IYSI��°�il'�I�' . ih� U�ili�yr Owner sf�a!! pro�iide ���m�e��n� f�lia�irne ���the-s1�e �up�rr�so� �o� inspect'b� fo� �II uti��ty inst��Iaiions eltf�er a�t�tori�e� by permit or cov�red be u�ility agr�ement wa�h th� Texas �epar�ment of �'ranspor�a�ion. � �lll���'�iL�T��J�iOFLlT�'li�d� , - . �ny .pipe .�r��orre�ly..foca�ed �uring corts�r�ction to conflic� wi�h any hlghway. s�uc�ure shafl be removed �a�d laid �ir� proper.�lo�a�io€�-�a��en�ire e�c�er�s�.��f Ut�fity �wn�r. : ��'f DT�'�Ti�f�' �� h�l�`�'f�I� iT f'�C��.��� : ��I�'f��".%��°�"�����'�lil ��d�19�i� � . . A�I canstruction op�ra�ians relativ�� �n installa�ion �of� �he pipeiir�e shall be -�onducted `in. such r�ar�r�er as �o prat�t.t hig#�way faci��ie� �rvm damage at a[E �im�s. ;. � , . . �l'�1����� ��'��'�S� �IC� I%� ��191 �FnfD C'L�1� UP' � �xcess material from trenc� excavation �i�all be �moved ftnm highway right-of-w�y �nd job site cleaned up and left in satisfactory condi�ion. . U:IFiand Ont1T�OT Special Requiremeats.doc Orig. Jasivary 28, 1992 RdW Uti�ity Seciiap Rev. 1/2000 iX�S ��PA�TFq��t�' O�.iR�S�QR`FA'i�4A� �iSTR3�'i �IO. � � S��CIAL R�OUiREMEI�TS �AG� 4 1@�°P��'�.�f�I� �F�1�1���7�9�19�i�f'r�lP�P A�� ��RiH�`�,��i�� . �ny existing ripra� cut by �rer�ching opera�ions . shal� be rep�aced �nd surtace af new riprap finish�d ta ma�i� tl�at of existing riprap. Co�crete riprap shaIl cor�t�in nai l�ss thar� thre�. (3) sac�Cs af cement per cubic yard � of conc�e�e; Reinforcing s�eel �ha[1 conform to �fiafi o� exis�ing riprap: � Slopes of highway cuts ai�d �mbankments d�maged by �ny operatlor�s �elating to installa�on of uti(ity shall be repaEred and restored to the exact �on�our ex�sting prior to init�ation of the utility �roject. Ali ea�th placed in the �estoration of slo�es, etc., sh�l! b� � compacted to a der�sity eq�aal ta or grea�er than tha� of the origina� slope as �ire�ted by Texas Departme�i of Trar�sportafiion �representati�ve. _ � �b���G'�J�'�R�T �F�.��� � � A�� �P.4 V�1�J�IVT� - . . Where removal ofr base and pavement h�s been .a�thorized, all such hase �nd pa�ement shall be r�p��ced as directed by �t�e Texas ��p�rtmer�� ofTr�ansporta�ion representative. A!1 ex�st3ng p�vemen� ar�d related ffexible or cancrete b�se, t+vhic� is �o r�ma�n in �ervice eIfiher permanent�y or temAorarily, or to be incorpor�ted a� � part. o�' �he Fiighway projec�c, shall be replaced. � ��l�Al°�.�i�fl �'�A�i�'�1V ��������� i � Where excava�io� or back�llirig opera�ions dis�ur� sodding,� such �re�s sh�ll b� replae�d . by ,mul�h sodding-Qn, a�( sl�pes of �inro p�rc�n� (�a/a) or less..� Afl slopes over two perc�nt (�%) shafl be replaaed by �Ioc�C sodding= 1'I�'s���L�i�`��w.�l�l�a'�I�.���nii�T°1� - . . - : �� ������ �� . � . No o�en cuts �or p��e tre�ches shall be made across a�y pavemen� beneat� mafn highway traffic [anes or turn�ng lanes, a�celerattvn lanes, decelera�€on lah�s and otF�er sim�lar fac�fities un�ess specifcally authorized by ttte Texas Department of Transporta��on, Pipe sh�ll �e Insfalled by borfng and tunneling and all suc� tunn�ling and bo�ing shall be cased a�d- pressur� grouted to seal vaids between casing ar�d adjacent earth. U:iHand OutiTXDOT Specia� �tequirements.doc ROW Utility Section . Drig. 7an�ary 28,1992 . Rev. 112000 ' ', . � �EP�Rii��i�i �� iR1�PdS�ORiA'FT�N �ISF�� �Q. � . . . SP�C�I�L R�Ql1IR.�MEN'i'� � . - �AC� a - � � , {rfl��7"ALl�4i�019�D�L%R►�5��'IY�idiH�.9V�'�f1Cfi�iSc�vn'fj . , .: � .Qpen cuts �wilf be permit�ed across. pav�m�nts of exis�it�g stree� connectEar�s, where pfpe � trench fs .�dj�cent ia �nd para��el wi�h highway right-of :way. line a�id wh�re pavemen� � i�as no� b�en recen�ly constructed. .� No open. cuts wi11 b� permitted. a�rass such � ca�necfcions wh�re �ew pavement has �ust ��en cor�stru�.ted without writ�en permissian � af ��e Texas Depar�rlent ofira�spo�tati�r�. . . . �I�.XN'� ��'�'f�`E�' , : Utility lines � earrying . liquids , or, .gases � under pressui-e � may..: be. installed uncased in . . accardance wit�r the %xas Departm�n� af Trans�orta�iar� Utili�jr Accammodation Poticy. Wa�er lines cross�ng beneatli culver�s sha�l �e cased and casing sF�alf projec� f7ve (5) feet beyon�i' outsf�� limits af c�lvert. ��oids around casin�, placed by tunneling or boring, _ . sha11 be_ pressure grou�ed. � � � [IS�' �F������/'�`�. . . .�Ig expiosives shall � be used witi�ir� limi�s .�of � hig�way :� righ��of-way . wI�ou� written `�. permi�sion of fihe i'exas Departmen'� of iransportation. - . Requ�st f�r perm�ss�on fio use exp�osiv�s sh�i1 include the fQllow�ng in�ormation: .� A) L��a���r� oF��ighway where [�se of explosives 1s pr��osed. � � , B) '�'p� �nd am���� o� �acplo�hres to be u�ed. - . , I� t�e use vf .a�ny expiasives- is pe�m��ed, � a[I blas�ng . opera�ion� mus���:be �onducted in , such- r�anner as �o completely protec� ad�acent p�operty and the �veling publi� and not interFere with h�ghway fraffi�. . NO hl�s�ing will �be perm�l�d in the vicinity gf any � st�uc�ur�s or b�neath any pavement� w�ic�. ar� �� remain �n �ase. .� �.� ���T��°ri��1 �� f�a°��r�� � i�����, � � �,������°�, tR*�����������, ��� . : . : . . . � No constr�ction� opera�tons relative ta ins�allafion of uti�ities vrrill be permi�ted wit�in �he iimi� o� exis�i�g paverner�ts carryii�g tra�c, or shoulders �djacen� t�iereta, unless speciflca[ly autho�ized by th� Texas. peparrmen� o� Trar�spork��ian. �xca�ated ma�erla�s . s�all be �Cepfi off pavemen�s a� al! �imes. �. � ��� B�rr�cades, warnir�g s'tgns, flares, flashing devices, and Ffagmen shafl be prov�d�d by �he U�ility Owr�er ar t�is Contractor when necessary. . U:1C�and Out1'€'�bOT Special Requiremants.doc Orig. Janaary 28, 1992• EtQW UtiGty Sect�on ltev. I/2QOR R ����r���� �'! ���6 ��Yl a To assure the safety of.tl�e tra�eling public, as wel� as the contractor and his crew whil� minimizing on beha�f of the state its liability, .na work shal! b� .al�owed during inciimate weather. By deFnitiar� inclimate weather is defined . as WeatF�er thar is hazardous to the safety and wefl being of one and/or ones surro�n�ings or belor�ging. Inc[imate weather such as �ain, fog, snow an� sleet�effecks visibility a�dJor t�-aeti�n. The result of workir�g during inclim�te weatiF��r coufd resui� in sit� s}�utdowr�s. - . .. . In eases at emergencies, iights and traffic control devices shafl always be used, wnii� ��o1laWing the guidefines of the TMUTCD. NOTIF�CATION shal� E�e given within.twenty-four (24) haurs via facsimi�e�, t�l�phane and/or U.S, Mail as d�t�rmin�d �y district. ����� Appropriaie measures sha�l be required in ��� interests of sa'�e�ty, traffc conver�ienc� and access ta adjacent properly. Appropr.i�te signs, marfcings and barr�cades �hal!'be pfaced by the utility priar ta the. begi�n�ng of cor�s�ruction �and s�aE! be �naintained ta properly wam mataris�s. Ali fraffic cor�tro! devic�s sha11 confa�m to tt�e TMUTCD. No kraffic shal( be blpcked oi- stapped at any time�with aut the presence of a ves�ed flag per�snn ta warr� and eantro� traffic. Where the cost o� ir�stal�a�inn is the responsibF�ity of �h� u�ility �rm, the d�partment shall r�quire r�imburseme�� for �its cost : of ineasures thak the department may tal�e in the interests of traffic sa�ety, or restora�ion and repairs to the hig�way� which ar� made necessary by the utiiity instal{a�ion. . � . - , �. � � �. Afl utility caristruction e�uipment shafl be��ar�Ced '�tii�y feet from pavement structure�wh�n equipment is not in us�. � - . ���� ����� �� Roadways adja�ent to utiliiy cans�ruetion si�fies shai! be kept free fram debris, .roadway construction materia�; arid mud. At the end of ev�ry construr.tion day,, construc�ion equipment and mat�riais sf�alr be�removed as far from t�e roadway as feasible:� �If mi�dding of �he roadway occurs at any time; roa� shaff be cleared at the e�d of each .day, with eaeF� oacurr�nce +ivher� traffic allaws. When uii3ity installatian 'rs camp�ete, the right-of-way shalf. b� reshaper� to its original conditian or b�t�er and ti�e area reseeded or resodd�d ta �-educe erosion.� shauld se�tlement or �rosion occur within six {6) months aft�r utility insta�lat9on, the� utilit� sh�ll reshape, reseed or resod the area. �� �� . T}ie department shall specify prompt replacement of sod, removal of d�bris,. and� ar�y o�t�er . restorat�or� necessary to pEace th� �ighway in."condition equal to that �rior �o tF�e utilitjr installatian: � . TxDDT wif� restare sit�s that ar� left �o an unsatisfacGory s�andard (debris, mud, etc,} after no�ifica�ia� from the Texas De�a�tment� of. Transpartatian. These sit�s wii� b� restored to an origina! or better grade. The Permitee �hall reimburse the cosi inc��-red far repairs by the State: These, costs mclu�e matters af tra�Fic sa�ety ar restorafion and r�pairs to ar�ything within th� Sta�e ri��tt-of-way; i�cluding, bu� not limited to,. roads,.drives, terrain, , landscapingr ��I1Ce5r etc. . - - . ' i. . � s.: .. . �: , � ' � �r'�f��l�ft�. . .. ��C���i���� FaR � � - � � RE(��I�E�9�i�T� � � EXI�f�� L�IP�E� . . . o LOCATION -� Near ROW �ir�e: Cr�ssings LOCATiON -. May deviate fram perpendicula� � y should be perp�rtdicuiar. requirements: .. Ur�an Eongitud�inal iines may a c� V�NT -- At least on� required. remaln except under roadways. ,. � W. MARKE�S — Requ�red . `. D�P7�-f�- MinPmt�m tota[ de�th af 2�'" �f encased �� a DEPTH -�8" usual �ar�d " minimum, or �/� ar 30" iF �ot encased may. be �ermitted. - �� diam. o� casing under su�grade; 30" .��NCAS�M�NT -May be omit�ed an fow Farm to .���otal clea� depth at ail pain�s where . Market Roads and !ow vofume highways if �� er�cased; 3&" tota� cle�r depth wh�re no� �ratected by a reinforced concrete slab or. if 6' � �� e�icased. (E.ongi�cidinal) . under. pa�ement surface ar�d 4' under ditch. .� w � �NCAS�MENT — Under roa�ways, ' . � . � � ditches and skr�ctures: . _ - � LOCATI�N � Near ROW line. Crossings LOC.�►T�ON - May de�iate �rom perpendiccai�r � shoui� t�e perpent#icvlar. .. � requirem�r�ts, . Urt�an tongitudinal iines may � �� MRRKERS - Required remain ir� auter separation. - DEpTH.- Minim�tn I8" urtde� subgrade D�PTH - No exceptions p�tmi�te�. � or 6Q".t�nder pavement surface; 48" . �NCASEML�NT - Not req��red if wefded stee) �. '� mi�irnum under ditches. E�c�p�ans. construckion of heavier wa1! thickness and%�r � ���may be allowe� if protected by higher strength stee�s, caated at�d wrapped, -: reinforced co�crete slab. cathvdi�aily }�rotected arid oth�r measures as . s� EEVCASEM�PtT � Not re�uired if w�tded ; required, l.imits of protec�an are th� same as ��, ��. steel consfiruction of heavier wall tt�at far encasement. Such increased me�sures u�, � thick+��ss andJor hig�er stret�g� st�el, :. not required.on Iaw va�ume Farm ta Mar�cet ' ��� coated ant� wrappe�, cathodicafly Roads�and �ow �olume highways i�F pro��.teri �'` 0.�� pro�ecteci and ather meas�res as by a re�nforced concrete siab or if 6' under � ��� required. � Limit�s of �ra�eetior� are the pavem�nt surface and 4' un�er clitch. � : � � � same as t�at for ��casement. . - . � LOCATION - Near ROW Iin�..Crossings .. LOCA'Ti4N - May tleviate �rom ��rp�nd�eular ;� �� should be p�rpendicular. � requ�rement. Urban Iohgi�udinal [ines.may : �� �D�PTH ��.8" us�al arErii 1Z" minimum or remain in plac� except under�except uncier aity �. yz diam: t�nder subgrade,..�4':�total cfear• roadway �a be (re�co�strucke�; pray.ided t�ere ��depth below surF�ce.� �.. wi�l be rro fut�re pav�mer�t cuts ath�r than or� � � �NCAS�MENT - Same as inr ericased . . !ow voiume� roads. � � � � F�igh-pressure lines or nane if . ; D, ER�H- Minimum total depth of 18" may be � cathodically protected and agr� ta permitted. ,�� . _ future pavement cu�s. .. � EMCASENIENT �- No ex�eptian permitted. � � � � �� �I � � �� � � � � �� � i. � .� �■ � �. �� �I � °. , �� �, � f : � .� � � � � �.00ATIQN - Near ROW line. Crossir�gs -� L�CATIOf� - M�y devi�te frorn �erpendicufa�. sf�auld be perpendicc�lar; � �_. requirem�nks. Urban longitu�i�al lines rimay �F�'H - 18" usual and 12" minimum. or remaln ir� �lace except ��der any ro�dways ta �/z ciiam, under su��rade; 2�" t�tal cl2ar be (re}constructed, pmvided meas�re� are . �epti� below surf�ce. � ��aken �o a�oi� �ture pa�ement cut� on any . �NCASEMENT - U�tder roadways �� � high volum� roadway. . center of ditc� and under medians. D�PTH - Minimum tnta� d�pth of 18" may be Exceptian ailawed for wide medians, for permit�ed. � . pipe at 3�" ar greater diam. under (ow Ef�CA5�M�iVT- may be omitted far pi}�e o�' 24" vo�ume roadways, and �nder side road or greater diam. l3rtder low vofume roads. entrances where j�sti�ed by traffic, raad candit�on, and locai praci�ce. NQN-COMROLLED ACC�SS HIGHWAY (CON''T) � � � � � � � � � � � �� � �� �� � � � � �Yi�P�DARD � R�qU�R��9�NYS � LOCATlON - Near ROW iin�. Cross9ngs shou�d be perpendic�cfar. . DEPTH e i8" �suaf arid 12". minim�m or +/z diam. under subgrade; .24" tiotal clear dep�h � below sut-Face. . ENCASEM�NT' -Dnly ifi �hder press�re or does no� meet standards. If encased, requiremen�s same as water lines.. - MAT�RIALS — Cask iron or eq�aa) �at crossings of high �a1um� roadways. Others permitted for langitu�ina! lin�s a�d crossings of low volume roadways. � LOCA�ZflN - Lor�gitudinal I` to 3' from R�W or hehind out�r curb. Short excepk�ans permitied. Crossit�g- NO poles in meclian. Poles 1' to 3` fram ROW ar �hind outer curb, w+th variatinn permitted �nly wh�re R4W fs �over 3Uq', Crossings shall t� perpendicc,lar. At structure, reroUte around ap�roaches or suffi�ient t� provide 1S�' �orizonta! ar 30' vertical clea ra r�ce. � : . V�RTICAL CLEARANCE �.18' for communiratian iin�s and z2' or greater as re�tiired by law for. � pawer fin�s. TYP� OF CONSTRUGTION — L�ngit�dinal (ines shall b� s�ngle p�ie constr�acfion. �CEPT��N� Ft?R ��STINC lINE5 E.00AZION - May deviate from perpendicu�ar r�q�irement�. Urban l��git��inal lines of , satisfactory quality may.remaln at a�y location pro�rded manhafes can be sat�sfaetorify ad�usted and measures are taken ta avoid fut�re pavement cu�s. , MA7ERTALS — Requireme�is for materials may be waiued ff [ine is af satisfactory �uality. � DEP'iwl -- M�nim�m ta�il dep�h of �S" may he pern�tttetl. LOCA'RON - May rf���ate from perpendicular r�uirements. V�RTiCAl. CLFARAfVC� - IVa exceptior� p�rmitted. TYPF �F CaNSTRUCiION - �lo exc�p�ion �ermitted. � � LC}CA`�ION = N�ar R�W line. Cro�ng sho�ld be l.00ATION � May deuiate From perpendicirlar � [3er�ndicc�lar.� Longit�dinal I�nes may be requiremenfs. urba� longitudinal. lines may �. plac�d by piowing or open trench, remain except rander raadways. -� � MARKERS - Required .�. .a�,P,�,i � Minimum tota! d���tt of z4" if encased �� D��-I 618" us�ial .and �Z" minimum af �/� or 3U" if not encased may be permitteci. �� diam. of casing under subgrade; �0" tatal cf�ar �NG45EM�MT «.May b� omitted on fow valume ��. dep��;at a1! pc�fn�s w�ere encased� 35" tatal Farm tn Market Roads and low �olume hEghways � clear d�;pth (wh�re not encased). � if p�ot�ecl by a reinforced concrete slab or iF 6' � ENCAS�MENT -- llnder roadways, difches and. under pavement sur�ace and 4' un�er ditch. struct�res. � . �� � O � � �. �� �� � � � LOCATION � Near ROW.1ine. Crossing should be LOCATiON - May deviate from �erpendicular perpendicular. . . requirements. Where encasement is not .: D�PTH - 18" under �a�ement; �4n outside ins�ailed, utiiity s�ould agree to no pa�+�menC . paV�mer�� area, including ditches. � cu�s. Lo�gitudinal lines may remain except ur�der ENCASEM�NT -tVane r�u�rc�ci unless directed cen�er medians, through-tra�� roadways ar, by �istrict Engineer far �tazardous locations ear�necEing roadways (inc�udir�g shoulders). sueh as near brid�es, struc�ures, etc. Wher�: D�PTH- Where ma�erials and orher aondi�ians �.�'..liva��iiti.iiL i.i iiil� �i1$4Ui1Lu� liilk�Ly jl{VUIW Q�ICG fi.1.711 y� C114C�.71.lVl�J IIICt�/ L1C,.)t.'Lll�il.Lt.'L� �0� a to no .pavement cu�s. � . reductivn of 6" fram st�ndard requirements. , � • , . � '� � � � F� � .- � -� �� �i' ,. � �I �■ � � � �� �� d �� �� � �? � Q � .� ' � � � �i/��I��4R�U � � ' FKC�PixONS ��i�: . � - R�Q,�IIREY�Y��[i� � � . � �lC��`i"IN� LIf�E� � ��OCATIOIV — Near RDIN line. Cr�ssings L.00ATION - May deviate �ram �� sh�uld he.perpendicular, . per�endicular requir�m�n�s. U'rbaR �� 11��•- At least ane required. I.ongitudi�al �ines may remain �n outer � � �ARK�RS — �equired � separation. . �� DE�TH --18" usua! a�d ].2" m�nim�m or• DEPTH � Minimum fiotal depth of 24" �f ���/z diam. �o� ca��n� under subgrade; 3p" encased or 30" if �at encased may'be ���otai clear depth a� all poin�s where perm�t�ed. (LongItudinal} �� encased; 36".tot�l c�ear de�th wher� ndt. �NCAS�MENT— Under roadwa�rs, ditci�es, �,.�, e�cased, (�Lo�git�dinal}� . struc�ures ar�d ce�ter me�dians. �� ENCAS�M�NT— Under roadwa�s; ditches, �xceptions allowed for wide medians � �, s�vctures and center medians... � �ccep�ons allaw�l for wid� medlans. . �OCA7i0N - Near RQW line. Crossings -.�OCATI{7N - May devia� f�am � �°. shaufd be perpe�dic�lar. •,. per��ndicc�lar..requirements.. Urban � MARKERS-- Required fongitudirial li��s may remain in o�tet� � � D�PTN � Minim�m��,8" t�nder.s�bgracie.or se�aratior�:,. �� 6Q"� ur�d�r pavemer�t surFace; 48" � MAR�ERS - Req�ired 4�� minimum under ditches. Exceptivns may DEPTH � No excep�ior�s permitted. �� be allowed. i� protectetl by reinfarced �NCASEMENT � Not req�ired if welded �, � concrete slab. .,- steel cot�stxucEio� of heavi�r walf �� ENCASEMEI�T — Not required if welded � thickness a�d/or higl�er strength steels, �� steel construction of heavier wall � coa�ed and wrapped; ca�ha�ically , �� thi��cness and/ar higher strength steels, pra�ectec� and ot�her measures �s �� coaied and! wrapp�d, cat�hadically � required. �mit� of protection are the � protected and o�er measures as same as that fo� encaseme�t. � required. � Limits of protectia� are the � same as �at for encasement .L�CA�ON � Near ROW ii�e, Crossings LQCATION w May.deviat� from si�ou��l be perperidicular. .��rpendicuiar requireme�t. Urban �- D��7!-I -�l8" usual and �2'" minimum or Ian�itudina! lifles may r�main�exce�t � 1/z diam, under subgtade; �2,4" total ciear � under-ce�ter• medians,-roadways���n �the � deptfi belov►r s�rtace. � controlled access area, or�ar�y.other, �� ENCASEMENT - Same as fn�r enca5ed roadway ta b� (re}con�ructed, pro'vided �� high-pressure I�nes or �one if cathodica�ly ther� will be no fitture pavem�nt cuts � protected and a�ree ta no f�ture: �- � ather t�an on �ow volume roads. . -� pavement cu�s. . DEPTH� Minimum'totaf depth �o� 18" may . . be permi�ted. � � . . . . " . � �NCAS�M�NT— Na �xceptian �perm+tted LOCr4iION � Near ROW line. Crossings .�.00ATION � May deviate fram �_ should. b� perpendicular. - perp��dicuCar requiremet�ts. Urban DEPTN -18" �sual and �.2" rninimum or fongitudina! lir�es may remain exce�t '/z diam: �and�r subgrade; Z4" tatai clear under center medians; raadvtir�ys within depi-h belaw surFace. � the car�trolied access area, or any other � ENCASEMENT � Under�rvadw�ys ta eet�ter raadways ta be (re�canskr�cted, pro�id�d � flf ditci� ar�d ur�der me�ia�s. Exce��fln there will be no future pavem�nt cu�s � a�lowed for wide medians, �or pipe of 30" at�er than ar� �ow volume frantage roads. or greater diam: Under iflw volume DEPTH � MinimUm total dept� qf f 8" _may fron�age roads, and ur�der side road be permi�ed. e�itrances w�ere jus�ifed by traffic, road ENCASEMENT — May be omitted for pipe condi�ion, �nd local praciice. of �4" or. greaker diam. Under faw �olume � fra��aqe raads. ���TRO�.L�D ACC�S� Ha�HIl1IAY (CO�Y'T) � ur � ua � a H � � � STAt�UI�RD R�QUiR�'f�l��di� �OCATlON -- �f�ar RQW line. Crossings should be perpet�dicufar. � b,_.� — i8" usual and 12° minimum or yz diam. Under s�f�g�ade; �Z4" total clear d�pt� i�eEow sur�ace. ENCASEMEI�T= O�ly if under pr�ssu�e or daes � not meet s�andards. If encased, requirements same as water lines. � � MA7ERIALS -- cast iron or �qual a� cro�sings of high voturr�e r�o�dways. Others permitted far Iongitudinal lines anc� cros5fngs af iow vofume raadways. _ E)CCEPTFOPd'� �OR � �'XXST�'PiG L�NE� l.�CA7ION - May deviate from perpendicular t�equirerne��s. Ur�an longit�dinai lines.may rematn except ur�der center m.�dians and rnadways ir� the cpt�trolled access area, provided they are of. •. satisfaci:ary quality and depth, mant�o�es are adjusted, and f�utvre service fines wi�! not vfplate access controf or disturb a�y roadway. f�ATERIALS — Requirement5 For.materials may b� waived lf Nne is ofi sa�isPactary quallty.. D�PTHS — Minimum totaf depth.of 16�� may be permikted. t�OCATTON - Lor�gitudinal i' t�o 3' from ROW or LOCATI�N a May deviate from perpendicu�ar behind outer cur�. Shor� excep�ons permitted: reqvErements. � , .� � Crvssing -!Va poles in median. Poles in o�ter VER7FCAL CLEARANCE - Na exception perrnittett, . separation only wt�en RC?W is ove� 300', and must'iYP� �F C�NS�RI�CTlON -�io �xception permitted. � be 30' fram main �ane and 20' fram ramp . . ��� shoulder etlge. Crossings appro�. perp�ndiculaf. �� a� At 5truct�re�, reroute around approaches or ; ���, sufficient to pro�ide� 150' harizontat or 30' �ertical � � � clearanc�. � . _ � � � VERTICAL �LEAR,A�ICE -- ��8' for communieatior� � ��� IFneS at�c# 22' or grea�er as required by law far �. .. ' . t� �ower lines. IYPE OF CO�VSCR�JCTION �- Lortgi�udinal 3ines . shall b,� sfngle pole construction. � � LOG4TIOh! - Near ROW �ine. Cr.ossing.5hbuid be perpendPcular. Longitttdinaf Iir�Es may be piaced � by plowtng or open trench. .. � MARKERS - Requfr�i � : . �� �� - f.8" usual and Y2" miNmum of �Ix diam. �� oF cas(ng under subgrade; 30" tataE cle�r depth at � � all points wher� encas�. . � � �f�CASEM�i�T— Under roadways, ditches, � hig�rway s�ructures; and center medians. `� �xceptions allawed for wide medians. �� � �� c� �, �� � �� LOCAT[ON ��Vear ROW line. Crossing should. �e perpendicu�ar.. . � DEPPTH - 18" under pavement; Z4" out�ide pavemertt area, �nciuding ditches. �AS�MElVT -No�e req�ired ur�tess directed by Distrlct �r�gineer fo� hazardous locatians s�act� as near bridges, structures, etc. Where encasem��k is �ot �nstaEled, utility sf�oufd agree to no pavement cu�. . � L�CAT{ON - May de�iate fram �er{�endlcular , requiremen�s. Ur�an fo�git�dinal llnes may remain. D�PTH - Minimurr� total depth oF 24" if er�cased or 30" �f nnt enrased may �e �rmitted. �"'. . � ' E�1G4SEMENT —Nn exceptions permitted. . - LOCATION - May deviate from perpendicular requir�men�s. Where enc;�sement is nat EnstaA�:d, utflity should agree to n� pavem�nt cut�. �ongitudinal fines may remafr� except �ander cent�r medians, thraugh-�raffic roadways ar canne�ckfng raadw�ys (inciuding shou�ders). � D�PTH - Where materia3s and,o�her conditions justify, excepxions may be permitted for a reduttion of 5" from standard �equirerr�ents. : . ; , . - _�_ �i�kh �t i� � o� T�r��l� - . �i�� ��o��� _ 1 i��� ��'p� � . � : . H ��.�� ��, �lin �. . . . . . . . . . � �"+� F ���r�x � �" H�� mix ��#lt�l� ��rs� � ��tr�rr � �,�i.��.:��� ��,� ��� �d�� �� - ����r��r�t � � . � ,� . . _ ��t �" ���p .�" l — -- � - � �° _. -, :.�, �,�. - , , , . . . _. � . � ,� _ . , ; ��, .- - , .i- i : ',L`.. : .� . , _ ,��i _:a i - "�-.�= , _ . .� I; ':, � ' - ' � I ':� 'p-} r..:. ^'J'�;�i�,! ,�.{�. 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' . . � . �'� �','.s. F .:F� �•��'� ��,:1',, ,:p+.?,�..t _ , - " '��+ .k'I .4 } *_'+�'. y i � ' #'' ' } . - ' � fi:'. �'�R�.�. }�'.� +�:.1.�'�'�� �. t�.�}� �; p.,'-;. , ���i� 5 +�� I � ' � ' � I��* .�� �f" ' "*, ..' "."r' �i' .'� , _ II F ��� y • � l� � Y'f.� ii7L' �y�i'i.�����: �!L'. �''�•�'': K'Y'ir�'� %-'' ., : :�!�:; ' �� 'dl.'li.��i .t�'a■ . �.: 4i' ' '� ./�Fr: G . ' ' . ..#, y �,�r�,t,i.....*.. IAI��"{�`I+"�. . '��� ' ��T3�.� � � '�" ' . . . �3. arF,. .' 1'.'!.' ��:.. } � Y� �i� rl ' _ . . ,���':�� � �li.. _ _ �.' ,�i�1'� �'�� . . . . M.�L�'���,�� y '��L'�.I�' .� ,. , . ' ��:' �, ; ,+�,c� '. �I:.. ,•„` 'i�• , , �, � ,.� , � , `�5 �;s�r, o.�.;� t ��+�' . . -. ..: �..jkl�l�'�f' �I�� �1' ��C���I� . . ,�. �� � �%� [�<<�..i ..i7R�F�:ti � r ��'.r{T:� . d;i�-r'� �ik��rp� � f;:'�:r. r 1 . � . . . �[, �� ��ic���;��''.� l[',.I' �� i.'. ,.;�.� - � . . . X 1 x�;:.�;". � � n� f y� i' , w ; .+1 -`:1'�"�'y.il� ,� �.. � ���.,, ; i �r.. . i����: � ��c[€g �a� ��m�r�x P�r ��bi� � . �,�,I�I�F�LL �4fiV� � '��� k� �� u��� ir� T�r�g � ���kFill � � .� - ��P�Ii� . ��ovr� � - ��d�i��'i�91�� 7 ��1�1����l.� (��f���� ��Q[1F�EN'[ENTS Pipelines_�rc�ssi�rg und�r surfaced roads and.roads'c�rrying �ra�c within. �imi� o� highway right� . a� way. shall be placed by� boring. or� tunneling, 'un(ess .o'�fierw�se speci�tcal�y. �ui�horized. by the Texas Dep�rtment of T'ranspor�a�o��.. � � - � � Borings. or tunneis� shall be -pl�ced at such dept�s b�law bottom of pavements as to provide suffici�n� deptf� of soil .ab�v�. h�l� for supporting s�p�rimpos�d l�ve �nd dead Ioads.�nd a�so prevent collapse o�` sc�ppar�ng soil 6etw�en hole and p�vements. due �o. �ny borir�g,� tunneling, a� �asing j�cking operatians. �ori�g a�d/or �unneling� shaf I extend pas� roa�dw�y erown� lines Y�nd �ou�ide�•of �ny sF�oulders adjacent to pavemen�s. � � . . . Pits exc�vated for boring or t�nneling o�erations sha2C be lo�ated so ihat any pQssible slo�ghing _ of side� a� pi'� w111 no�r endanger sho�lders or �aVeme€�ts� and sa �ha� �ar�icades can be placed . � as specifled h�rein. - AII opetatiqns �nd equipmen� reiative to tunne�ing and boring shali b� confined �a �reas ou�side of tn�dway sh�ulder� and a�ray �r�m edg�s �f . p���m�nts ��by..s�it�bie -barrica��s. Barrlcad�s �lia�l be m�intain�d �i�a� of�,shou�d�rs a� a1! �im�s.ex�p�.that in n� case s(�all �e �Eear d��ance � betw�e� b�rricade�-ar�d edge Qf pav�men� or° ��ce afr c�rb be ie�s �h�t eight (8) feet. �` . . . . ��: . . - �< ��1R�N� � � _ : V1Jt�ere material heneath pav�ment is sandy ar unsl�ble and will be �ubjeck to �av�ng, hale ,�Fo�:.:�sir�g,, sha1� be bored . and , c�sed: simultaneously .� arid � bored rna�erial��remov���-�hroagh ��ing. � :Cu�ing �fac��.of.au�er...���.:d�C��shafl; �ot, p�oject �nare than six �6) ;nches �he�d of casi�g �a�d no-w�ter-shaii �be u�ed in �onr�e�tian wi�t� dril�ing. � 1�Vhere mate�ial ber�eath p�vem�nt is s�able a�d na �ubj�c� �ta �caving, h�le fior� � casing may be bared frs� and �sing in���ediri hafe.immedi�fely a�er. camp(ei�on . of bor�ng i� permitted by �he.%x�� Departmen� of Transportation, �. l�llater �I�a11 not be used in eonjur�c�ian w�th dril�ing if i� in any .way e�uses stabl� md�erEal ta c�ave or become ur�skabf�. . : iU1YN�LING lNhile "hole is being tunr�eled, casir�g shafl �e �acked. in� pEace as oper�tians progress�excep� as hereinaf�er spec��ed. � U:1Hand �t�tslBorin� and Tunneling:doc � O�ig. lan. �$,1996 ROW Utili[y Sectio� Rev, I/Z000 (���� and Y��n�l�r�� Pag� �) (I�u�r�eli�� ��fl't� kNhe�e .n�essarjr to use sectior��f���1 st�� �ir��r p[ates, each succ�ssive ring af plate,s shall he placed in �s�tion and r,�mpietely bolt�ed tn�a place� as �saon ais excavat�on is comple�ed iar eno�gfi ah�ad of comp3eted casir�g . �o� recei�re �e ne�t� r�ng. � � - �+��ki�g �a�� �f ex�av�tion s���f no� pre�de adv�ncin� end �f c�sing hy m�r� . than ��inr� and one �alf (���� .�t �anless o�herwise permitted by Tex�s Departmer�t of `TFanspa�a�ian. N� explosives , st���l b� �sed within limits ofi hic�hway right�af w�y in conj�inc�ion wii� c'`vnn�ling excep� ��s ��ifl� under "Use of �acpfosives" �o�er��i �IsewM�r� in accompanying ��if�ca�ans. [W���tl��� �n� ��r°�c��n� h�D rrtissi�es, or tor�o� wil� be al�owed witi�in the. righ� o�F w�y go� any reason. � C�rrv�t�n� A11 v�ids a�run� ��ing.��atl � pressu�e, grauied- wifh grg�� cor�sis�ng of ��r�lan� ��men� �nd wa�hed �nd �nd �c�n�ining n�t less. th�i six �6) sa�ks ar P�rtland Cemer�t �r cubie�y�pd �f g�au�, A�d�t€on�l cemen� shali ���ld� if . workabi�ity and/o� s�abili�y �+c�nnot , b� �b�ir��d with p�epo�tion� indicat�d. An ai� entraining ag�n� m�y �Iso be �dded �o tl3e graut mixhtre to fa�€litat� flaw if n€eessary. GPau�r�g st�ail b� done immediately �f�er �asing h�s f�en insta[I�d in h�1e in �rd� to �dvid any.sh���ng �t soil a�d settl�ment of ad�r burden abeve cas�ng. . . . :�e.�ns sF�all� ia� provid�d �for p�ving �hat �aids a�e filled a�ound 24" � dia��t�r and lar��r� r.�sings in th� ��n� �h�re is sorne doub� by �he Teaca� � � � �ep��n�n� o� �r��parr�a�i�n �a� v�i�� : ar� b�ing �I�ed. . �n �ein�'oreed � � . �n�r�tc� � �c�sing ��h1� � may �ns��i; of-� heles� dr�J�ing �ro�nd insid� �f p�rim��er .�f c��ing �i�d ��tl wi�h �em��ab1� plugs. . OCI S�� C�Si[i�r r�movabl� .�hr����d .plugs m�y be pravid�ci at in�rv�i�� �round Ins�de . . . p�rim��r o�r ��ing. - . N� hale� �ha�l� � d�ilf�d in pave��n� o� sh��ld�rs gor grau�i�g a�rafiions. �r�: �e� �.�e�i�i� �vre pi#s shnuld be locatied at leas� �hi�ty fee� from �e edge afi . the near�� �hro�gh traffic lane �nd not le�s �an iwenty ��t f�om the e�ge .of pav�m�r�� on r�amps, On �ow ��affic readw�ys and fron�age roads, bore pi�s should no'� be I�ss,�han t�n fee� �m the e�Cge �g pav�ment v� �ve f�� fi°�m �ace of curb. � � - . �������� �IgE+�4s �1 �6+lG� e � a s e A 0 � e � 0 � �v��� �a1��c�y I�t�e� oneitl� tt�e `�a�� �aoss��t�� � ia����f���tc� �ncc�� r�ay�r peantin�� �� �pe�irn�r� �B�r��s. � ��6���in �s�ec�c�a��� �Q�art��n� fo� lac�e� ��i fE��E�S�� C�.�Ai�.�C�: A�� p��umQ�� ��F���I �a�n��r�rr� tt�. �es��r�ix�d tr�e s�r��a�►: RI'��l��. 1����rv� a�a�r��� �hear���r �f �c�. � �e�rn¢rv� �a�aonirn�a�n. ¢�ua�lh�� �f C��rt�h�� �� �a�v¢�� : �s��¢�u�te ca�r�nce. Ari��un� ot� �e�rance s[h��ld b� d�t��n���� t�� �[�� rat� OIl �L"'�� �`C"�1�f��'1. , R�sx��val o� l�ra¢��F��� �� i1Qo.o�����¢�� p��ve¢t� �r���i�u� �€ ��n� b�a-Ic. �P� P�UU4�lZYEf1� �2R'�Q4���� �1� �LI� 5�1�Lflii �� �n�c�� �� a ��r�¢ . wi�� �Po� s�rr�aini�a� brai�� �a� .�ea� �or� . tF��tr� �Poe �. �6a�ete� �� �f�� ca�e ����v�c� �� �aa� �ttal l. i�� Qe�. ,- �►�I c��s tnw� ��) Qra��e� �� c�v�r ����V Mre. ���r���d �righ a� ��rpr�ved€ �� �r�s�6c�� o�������. , , 4a�e��, wtir�a��Q� � rr�us�. r�ecn�i� ¢��n�ightly �aec�e��� �f, ��pe�fiesl �r�aa�0r�g ��r �I��a'���� sl�o�ld I�� �`e�n�v�d. AI� w��d! sh�l1 b� r�rx�t►ve� fro� �[n� �i��ot-�f-�y �r�¢i� .. �i�pe�ec� �f i� a��rd��t�� wi� th� I��s, andl r�gu�a�ior�s� m� tt�� ��st�e�a�¢�¢�, c�ara��f a�td �at�. � � � �A���1�E V�� ���IRL1� �W�I'T� �"�E�� ����a�tEA�E�f'PS �kE�Cli �IE�UC'T� �l� �AP�i4�� ��� LOSS �E T�I� �r��� . �s� �x�� ���a��.� �� ��� s�i� ¢���r Yr�{������1 e �1G�I!'6� ����`��r����� ��� �i.��A�i��+� � R������a�� � �F ��.: � ��r�a�e����� s���� ���1 ��[�I� �F T�tlEE (Sj. � ; �:�, . s.��1 : 'y,�� �r , ��.�. . »;.,.: �,. PRUhfING SUGG�STION5 �r•� .. �. "f� ' �. • ;. � � . .�.y � S ff . � - ''..'�� �' .i<` r 1F �� � . r� �'�.-� '.� i�, � r . �� , � � Sµ ,. ' .. i :. �; '" i d � �t��l .��. y.t ry /I��Yw�AI 1� Ip� 1413 � �!' . ,,s ` �� ^t'I`�� .'�+.�' �"#«�.� :�:�• w :,-': . .4 i�;:.� , � :�a.�.;� � " , . ��; - 6ES�AaBL£ TAEE pO�IFiLATtOkS , - . i° '� . 'j;�Y� .r-.•kti.. �.c FiiCSERVlkG SYHYCTRY --^'- ' • nxDE5�8�B1.E YREE 1�ODIF1Ek7iqN� � � � 9vert nae.lin� roro�[ens�o� oa illaslra��d aory�'tua�*s �sqf� ipamleeaase eoa�n Qad HqA!•al.�RT 4�41phillnen. � � �, � ' Df SAAABLE _ IIkoEStRABLE QCSIR+t9LE � � �' R�mora FSrn6 . :. C-b' (�om . r,�_. - !s� nsk ,ti ti . iJ undarcci � i/3 roY 16rOagh � . Iimp � 9 •12' Irom � . ma�n �I�m ' , ' '� AtmM1v� �IuG � F��6e3� �* Sj ��iR de Cv�R� . •dh n0 �WCt iluah pul,. ' �� Of ala0. . � �% . � �� i- �CSIRpBLE UNOES�RABLC PROPER r.IM9 R�3�OYAL [2' Etn. 0� �o't} .' LGilnaa�.L ' rrr .....�� �._�_.._..__' _ ' - Chapler S' � Fruning & Brush Managemen� . Secn'on 2� Pruning �uidelines VY��re io Cui Tn remaving a]imb, the cut should b� made a� a fork wh�re the rema.iz�ing t�ranch wil1 be at least Qne third the diameter af the .ane- remnved. , How ta �Remove a Li�nb �Then remaving a��rnb of iwa �inches or inore in diamet�r, fallow t.�is .procedure to ensure thai bark is no� stripped from the remaining branch: . � Step I Action � �.. Undercut �/a af the way through the limb, 8#o X2 utc�es fiom the main ste�n. 2. Remove limb � to 6�i.nches out from the first cut 3. �t.emave stub with' an even GIIt Sa �lA� � �I"dG� �CA�.�d 8. "colla�') still protn�des � �SbQii# Y/2 YIIGIi�. �. ', � P�A'� �� Ctlf WE�1 8II . , appxraved tree dressuag ar P��. ;�` ,�;� '' - L .;.�;�; _� � � ;� f2" �CAllax ;., � Disposa�, o� C`�ct�ings _ � . All pnaned. woad anr€ .brush must be r�mav�d from �tihe right-of way and dispos�,cl of in accordance wath the Iaws and regulations of the communiiy, caunty, and state. x.�15�8.5��'c]I'ak���1zS (�s�eci�liy tlius� ii��cted wiiu r�aic wi,lt) musf be properly dispas�d of to pz�e�r�nt th� further spread o�F tl�e discase, (See the �ollQwing section on oak witt £ar more informatxan.j . RoarZsrde Yegetarian Management S-b (a volurne af the Infr�z.rtnccture Maintenance Ma►:ua1) � �i1SLi�t1DII '•;'. .z ;.4� . ,. � �� '� r i �kDOT -� I1/93� ; . , -. Chaprer 5-�-. P'r�uiirzg 8c B�ush l�anagem�n� � .. . . , Sec��an 3 . � 4a� Wii� SectY'on 3 --� �ak �It . . iBackgroand _ - . � � . � . . - � , . ' Oak vv�It is �ca�sed by the fexngus �err�tocyslrs fagacearum. It is camparabfe to Dutc�i e�Cn ciise�sc, a f�ngal im�ect�oz��that has destroyed entire �lm populations in the midwest �nd nprt�ieast Unzt�d States. A�thaugh aIl o�k species can co�tract oak wi,1t; ��sd or Spanish aak aitd �ive oak are t�e two most suscep�zble: . �ak walt shau3d not be ci��fused with oak decline. f]ecline is �a catch-a�l �erm .used � when a tr�e .und�r stress #alls prey ta any.number of.diseases.ar. insects:. .4ak w�3t ._ �. inva:d�s the water and faod t�ssues of oak raois, tru�rks, and� Iimbs, it is a frua wilt - -disease. � . - . _ At�ecteci A.rea `' Qak wilt has been found in s�vexal counties, rxjostly in centra.l Texas. C�nf�rmed cases.o� the disease have also been fo�and�in oth�;r �arts of Texas. - l� � � _ Ho�cr it� Spreads i , The oak w�t fiingus most often spreads undergrciund froai in�ected trees to adjacen,t -.heaithy tre.�s through interconnecti�g raots. Sap be�tIes also carry fwngal spores� fram inf�cted trees to open cuts or wounds an healthy trees, The fungus can aLso be spread by pruuing taols. A1so, it� is believed that a inajor cause of wid�-spread �� infectian has '6een the distribution of�fiwgvs�inf�sted ��rewood. . � . .. . .. � Spmp�ams � Spanish or Red Oaks infected with �Ze oak w3.tt �zngus aften die within one ta- four weeks, whi1� Iive oaks may die wi�hia a period rangin� £rozn qne month to two�years, Tn�ect�d tive oak trees shov�r brawn.rrt� of t�i�e Ieaves on indsvidua� limbs. Also; .leaves on� infected �lsm�i5 wil� show s�aecifc gattez�s af chlarasis �ar yellawing. D.efoliation occuFs .r�ui�kly after sympioms are obsaz�ved. - m Roadside Yegeladon Management 5-? �a �olume of �fte fnfrastructrlre Mainrenunte Manuafj TkDOT �-���J93 0 �tapter �' — �rurtir7g � Brttsh Management • , r Section 3 �-- Oak Wilt What Can tte Done? - There is no cure far aak wil�. A fungicide has been develop�d that will cantrol the disease, �f' it is. detect�d in t�e earIy stag;�s. .�(Gontact t%e Co�structian and � � Maimienance Division far infarmatinr�.) � � � Therefore, the �oliawing preventive measures offer the onIy means of cantrol: ./ Perform ttecessary pnining and cutting of heaIthy tr�es during the winter months _ of xanuary and February when sap beetIes are le�:st active. � �/ Treat wounds with pruning paint to d�scourage insects, e�pecial.Iy during warm weather. . � � Sten'iix.e a11 pruning tools in a soIutian o� bleach and water after each tree. �/ Destray #he tr�� c�ttings by b�rning or burying the wc�od. 4nce a tree'has been coiifirmed t� have oak wi1t, steps can be taken to prevent spread, including: � � tcenching araund azid removal o£ iri�ecte,c� trees + injection oi appraveci fungicide: . . Be sure �a get .posit�ve id�ntificatian � of the oak wi.l,t �ungus before ta�ing these � d�astic ac�ians. A7Core �u%rrnation More. information an oak wilt may �e obtained .from either of the foIlowing saurc�s: + the ConstYvcnon and I�laintenance Diirisian _` � #he Texas �gricultural.Fxtension Service. Roadside Yegetati�n Managemenr - S-8 (Q vofume oj the �nfrastruclure Mairttenctnce Mnnutr!) . . �, ��13Q.T.-- I.119� � -, . .. . � _ � . . ` � . . . � � � � � �. I . . ... ���� ����� : - �. � To� preserve a�d �pro�sc� i�ees�� slir�abbery,� an'd other .aes��e�ic .fea�ures on th.�. . -� hig�way. ri�ht qf way the de��rtmer�� may s�ecify �th� E���;� u�'�� �.������ods. of tree � removal, : tree .trimmRng, or t�eir �epl�cemer�t,�.�and �eplacem�nt of other aesthetie fieatures, inci�ding snsta[lafiior� methads af t#�e t�nde�grou�d or orrerhead utility. �'he dis�ric�:er�gineer sha�f use due cons�d�raY�on. in e�ablishFng the �a�ue of �rees and ' ot4�er aes�hetic �ea�ures in the prox�mity of a propased u�ifity li�e a�d any speciaf ' . d9s�ricic requirements jus�ife� by t�re value of trie iree5 and oth�r aesthetic feature�. . .. . ' o The department shall s�eci�jr prompt replacement-of �ad,• removal •of�:debris,�-and- a�y � � other restorativi� riecessary to �lace the highway in car�dition ec�uaf to� that prior to . • the utility in;.tal�ation: ' � . - � - . . f ���C��,� ��������i�� F��. ER����tV ��t�1���L ' SpeCial �are�ukions �hould be �alcen �during u�iiity ir�sta�latian� �a avoid disturbing . . � ��� �istfng drainage co�r�es. In additi�r�, sail..erosion sho�ld �be.-hefd.fio� a. min%mum - •� .. . �nd sedim�nt fr�m the canstrucfion si�e shnF.1S� be kept away from the r���w�y'and � dra�n inl�ts. � � -- , � During constructian the raa�bed and d�tches shali be mai�tain�d in sueh conditlon : _. ' as ta insure pro�er�drain�ge at afl times. � Di�ches and �channels. shalE be main�ained : as to avaid damage ta the roadway sec�ion. �urfig construc�ian, �channe�s. shatl be . - � k�p� drained, �nsvfar as practir�abl�, and the. wark shaJi be proseeuted in a. neat and wor�cmanlike mar�ner. � - . � . . . , . To �void soil erosion 9t is suggested that based on �c�rcurristances silt fEnces and�or � bails of hay be used t� d�to�ar soil from etoding into raadways or ditches.. _ i. . ' , , . , . . . . . '. . . . . . ' I _ ' . - .. � . . � � ' ' . � . 4 I�. - � . � � ; . � . ' . . � �. � . � �� � � . � . ���DI�� ���t. E�t���0� D�SRI�TlON. The item shall ga�em �r �r��aring graund, prov�ding for sowing of seeds, m�lching witi� �straw, hay, _or ceIlt�las� fiber artd other management practices on .areas shawn on #Ze pians and in accordar�ce with this �item: � . � It includes seeding far permanent �rasEon can�rol, and seeding for temporary ��rasEon co�tro{ d�r[ng the initial wi�ter seasfln: � ' �����A� �EED . AA seed must meet the r�u�rem�nts of th� `T�acas Seed l..�w incf�dir�g the� labet�ng requirements for showing pure line_ seed (PLS = purity x germina�on ), name and ty�e oF seed: Seed furninsh�tl sha�! be af th� pervinus ssaso�'s crop ar�d the da�e of analysis shovtim an each bag . shall tx� within nine mon�s of the time of use an the presject Eaci� �ariety af seed s�all he furnished far deli�ered in se�ara�e bags or con�air�ers. A sample ot each �ariety af seed shall be furnishad Far arralysis and testing w�en tlirected by the �ngineer. Bui�alagrass shall be treated with . a� darmancy m�thod approve�i by the Engineer. The species and �arI�ties of seed shall t�e from among the types specified in Tables �A and 16 of �the 1993 T�as Depattmer�t c�f. Transporta�ior� . 5tandard Speci�cat�orts For Cons�ucfion of Hi�hways, Streets ar�d Bridges: � F�Fti�LI��� . �rt�lizei� �i�a11 conForm to the requirements af Item �.6fi, "Fertiiize�". The � fertiGzer used shali have the analysis as shown or� the plans, V4lWTFR _ � Water shalf canforrn to tft� r�quirements of Ii�m i68, "1leget���� 1Nat�ring". ��6� - �i'r�ANlf�9UC�°f� �J4' f�►,�l Yl�ULCH . Straw mulch shall �e oa�; whea� or rice straw. .F[ay mulch shali be �prairi� gtass, bermudagrass ar ather �ay o�FJohnson grass or ather noxious weeds and..�oreign m�teria(s.� �t s}�a11 be kept in a dry condi�on and shall �e molded or ratted. � �'�'1�LULO���B�� J�iU�.�gl . . it shall mee'k ti�e requirements of and be appraved . by the Direcfor of Mai�te�►ance and Operatia�s; A Hst of pretested ar�d approved ma�e�ials will be maintained a�d can �.be ob�ained �iy writing the Director of Mainte�ance and ��]��io�S� 125 E�St �.1a' S�E��� Austill� T�s 7$�01nZ4$3. . ��� � The mulch� sh�E! hA ��si�ned for use in eonventionaf inechanical � plar�tii�gr i�ydraulic plan�ing of see� or hydraulic mulching of� �rass seed, eitF�er alone or with fertilizers ar�d ather additives. The m�lch shall � be such t�a�, wher� applied, th� materia! shaii form a strong, rnoisture-retaining mat witi�out the need or an asp}�al� bi�der. It shall be kept in a dry cnndition un�i[ applied and s�al� nat be molded or ratted.�.. � - - ,. � - . - - • � , � . . -. �� ��a�L ��r�Mxxvr� �t����- _ � . - � Safl retention b�ank�� shall meet �he requirement� of Item 169, "�So1i Retentlori - . Bi�nke�".. . . _ � . . , 'iA�fr�I�� ,A�ER1T� � . . . . Taekirtg agents for sY�-aw or �ay muic� shall be 5S-1,-.unless �atherwise shown - an the P�ans.�� A biodegradabf�� taciting agent may be used in lieu af the SS-1 �acw�g agent:when a�proved .be �he Eng�neer. Asph�l�ic marerial shafl confarm to the requirements of I�em 3�p, "Asphalk,�0i[s and �mulsions". -. ��N�'E�U�'�O� I��7'���5 � Aft�r. designated areas hav�n be�� com��eted ta ttie Iines, �grades a�d cross sect�ans shown or� the plans and as prav�ded far in other items t�f this contratt, s�eding ,sha[I . be = p��o�med acenrdance � with � the requ�remer�ts #�erei�aRer descrwbe�. Unless .otherwise a�praved by i�� Engineerr a21 �areas �. be seeded . sha�l be cu�tiWated ta a deptfi v� at I�east fo�r (4j inches, except where seeding is . to�be �io�e using a seed drill suitabfe far se�ing in�a un�iflecl soil. Th� seed�e�s shall be cvltivated suff'.rcien�y to re�iuoe the sail t� a state of good �iith w�en the soil pat�ic�es on th� sufiace are small er�ough and Ei� cfose�y ena�gh tageth�r to prevent the �eed fram. being covered too_ deeply for optimum germinat�on.� Cu[bvation of tfie' seedbed wil� nat be reqired in loose sand��where depth of sar�d is four (4j inch�5 0� mor�. . � � The craSs section previo�sly es�abfished sh�ll �e maintained f1�ro�gho�fi process , af cu[�ivation. Any nec�ssary �eshaping shall be dane pr�or to any piantir�g of I seed; : . �1����i�fi� ��A��P� I�II�L������3 l��C�� � � . Alf. ptanting shall be done 6efiween 1fie dates s�ecified for each F�Igi�way district ,� . - exceAt as specifically author�ed in wri�ng by i�te �rtgineer. " � The pure �i�e seed planted per acre shall be of fh� typ� spec�fied i�t the Texa� `'� .�A�partrrten� vf Yrarisportatton Standard � Specif�cations for Construction of .. � . � Highways, Stree�s ar�d Bridges Tabfe 2�or �ral areas (warm seasonj,, Tab�l� 3 for �� � . �rban areas (warm seasonsj, �Tables 4A and 4B` far t�mparary erosion control, �� � (c+ool season) and Tabfe. 5 far E�mparary erasion co�tral, (warm season), wit� the .. � mixtures,. rates and �lan�ing dates eiccept as shown nn th� pla�s. BR��D�� ������� . � The seed or seed mixfure, in the quantitj+speci�ed; st�aii b� uniformly distrib�ted over Yhe areas shown on the �pfans or where directe� by the �ngi�eer. If the .�sowing of seed is by hand, rat�er than by. m�cY�anica! m�t�ods, the seed shall be sown in two directians at right angl�s to each a�her. Tf. mechanseaf equipment �s used, al2 varieties of each compor�ent is uniformly applied at the specii�ed rate. Wtten seed and fertilizer are to be distrib�ted as a wa�er slurry, the mixture shali be applied ta the area ta �e seeded within 3A minut�es after components are placed i� tf�e equipment. After plantir�g, the planted area shai� be rolfed with a by the �ngineer s{opes ligh� corrugated dnrm rolfer or another type of ra��er apprav�d Ap ro�ling of the sio�ed areas shall �e along tF�e contot�r o� �he �iRA�d4�' QR HAY �iUl.�H ���DY�dG � � � � . The se�d or seeti mixture, in the quan�ity spec��ied, shall t�e unfform�y distributed ;aver the areas .showt� on the plans or where direc�ed by the Engineer. If the sowir�g o� seed is �by hand, ra�ier than by m�chanical methads, the seed shall be �sawn. .in .two difFeren� directions �� right angles to �ac�t other. If inec#�anical equipmen� is� t�sed, ail �ari�ti�s of seed, as weE� as fertilixer�, may be distri6uted simultaneausly prov�ded .tha� each companertt is uniFormly .�pplied a� �he specified rate. When s�d and �ertilizer are �o be distr�ib�ted as a water sic�rry, tf�e m'ucture shaEl be appfied to �he �re� within 30 m�nutes af�er all components are piac�d.in the eyuipment, � � � Immediately. up�n comple�i�n af planting seed, straw or hay mufch shall be spread uniformly over the �s�ded area at 'tl�e rate af approximately 1.5 to 2.0 tons of hay mu�ch or 2.0 to 2.5 tons of siirraw mulch per acre. Wf�en a mulching machlne is .used it must be approved by tEie. Engineer an may be equipp�d to infeck a tacktng ager�� into the straw vr �ay mulch �niforml}+ as ii leaves. �he eq�ipment a� a rate of 0.05 tn 0.10 galf vn t�cking agent per square yard of mulched area, Wher� the tacking agent is ,placed by hanci, then �he rate of applicati�n �for. the tack�ng agent s�all be approximately €1�.15 galfori per square yard. �ELLU�.�S�' �X��R h9ULCH S��DYNG Th� sEed ar seed mixture, in� the quant9�y specified, 5hali be uniformly r�istributed over�the area sY�own on the piar�s or wf�ere direc�ed by t�e �ngineer. I� the sowing of seed is by hand, rather thar� by mechanical m�thads, the seed sha[I be sown �� �rnro directions at ri�h'� angles to each other. if inechanical ,equipment is us�d all var�eties of seed, as we�l as �ertilizer, may be distribt�ted simultaries�usly, prov�ded tha� eacti component is uniformly a�plied at the specffied rate. When seed and fert�iz�r are to be distribuked as a water slurry� th� mixture shall b� applied to that area to be seedetl wi#�iri 30 minutes af�er �he c�mpo�ents are p[aced 'tn. the equ�pmer�t. . . . � Immediately �pon comple�ion of planting of the seed, ce[lufose fiber m�lch shall � s�read uniformly over.ti�e seeded area at h� fo{fowfig rdtes: � ISandy soils with 3:1 slope oi� less �S�ndy soils witt� greater t�an 3:1�slope . _ IClay soils with 3:l slope or less �Cfay Sails with �reater t�ar� 3:15i0p� . Min. 2QQ0,16s.Jacre Min. Z3Q0 Ibs.Jacre Min. 250Q Ibs.Jacre Min.. 30001bs./acre Cellufose fib�r muEc� rates are based on dry weighk of mulch per acre. When used, a mufching machir��, a�praved by the Engineer, shalf be equipped to eject 9 4 . the tharoughly wet mulch materia! a� a u�iform ta�e. to provide t�� mu�ch caverage specified, � � � � . DR��� ��ED%1VC� � . Tf�e:see� �nr seed��mi�ure, �ln .the:speci�edt shall� be uniformly.;dfstribu�ed over the areas shown on t�e plans or wh�re d�recred by the �ngine�r. A!� var�e��es af seed, as well as fertilizer, may be dis�ributed simulianeously . pravided �hat eac� component is unifarmly applied at the specifed rate. Seed shali lae drjlii�g sha[I be atang �he cantour of th� slape. Afker. pl�nting, the� area ' � st�all b� ro�led � with � a rolier ir�tegral tio �tfie seed drIll, .ar a Eight cvrrugai�d drum roller ar w�th a�oth�r type of roller a�praved �y �he� Engineer. Ail rol�ing n� . sfoped areas shafl �e on the wr�taur o� the slopes. . �il�l� ��t ti1�� MI�L�1�%�1� . � .� - Mulch shall �e �spread uni�'armly ov�T the area indicated� on p�ans or destgned by . . the �ngineer at he ra�:e o�r �gpmxirnately �„5 ta 2.0. tons .of t�ay ,mulch or �.� to � 2.5 tons of straw mt�lch �er acre, Wi�en used, a r�iuichin� machlne approved �by the �nginee�-� s}�alf be eq�ipped �a. inje� a tacking agent in�o th� .straw or hay mulch uniformly as it leaves ��e equipmer�t ak a rate� 0.05 to O.1Q gallo� of: �, . tac�i�g agent are placed 6y hanc#, then the rate o� applicatian �ar the tac�cing � agent shall be approxima�e[y U.15 gal�on per squar� yard. �� � � . ����, ��'i°��iIOW �L�T��GE'Y . � . - � IF .specified an the plans, a saii retention blanket sF�af I be app�i�d in . accor�ar�ce with Item 169, "Svil �etentian Blan[cet". '�- �a���a�� � � � 1Nat�ering o� tl�e s�eded a�ea shalf be con�ucted wh�n, in th� judgem�n� of the . , Engineer, sufficier�� s��ding survival is �#hreatened by fnsuffic�ent naturai � _ pr�cipitatior�.and�shal! be in accardarice wlth Item i.G8, "Yeg��aYi�e Watering", , � . . . �FR'�°ILi�EI� - � Fertilizer, when requir�d, sha�l be applied irt accordance w�th I�em �fi6, . _ . "Fertiiizer". � . S��DiN� ��� ��OL 5�1���� . . i'���0€�4��' ��i.����1�. ��i�i�OL STANDARD SE�DING . Wh�n specified an the plans or dir�cted by t�re� �ngineer, remparary eros�an control measures shall be per�ormed. T�ese measures shall car��i�� o� fa'ze scwing of seed mixt�res.approp�-iate iar th� s�ason and the work and materials as reqirired in Article. �64.3. These measures shaEl be �erFormed over the areas shown on th� plans or where directed by the Er�gineer. Temporary erosion car�tral m�asures shal� be perFormed � in additior� ta other "Seedi�g For Erosion Control" as herein specif�ed. The pure live seed, af the cool season plan�.s, �lanted per acre shall �e af the type SpGCf�l�d, in the Texas Department of Trans�ortation Standard , . . , � - - ' � . ' . � . � f t � � - Specifica�ons For .Consia�uctian of Highways, Streets a�d Bridges in �: Tahles 4A and 4B, wifh the mixture, rate ar�d piantang dates, exr�pt as �� � s3�own �on the �pla�s. . � i: � ���� �O _ � �i��R�� �FQ�.1dU��C+� ��'A��� T�I�YPO�AF�Y ���5 R� � . t - ����i��L � - - � . , STR�IDARD S�EDING . � . ' When s�ecified .on the plan� or dir�ct�� by f�� .�ngi�eer, tempor-ary � erasiar� car�trof ineasures shail be performed�. The measure shall consis� - af the s�wtng of seed apprvpria�� for �he season and the wo��C ar�d . materials as requirect �n Articl� 1fi4.3. These measur�s shall be � per�ormed ov�� the areas� shawn on the plans ot where directed by the Engin�r. Tem�orary srasian eontro� meas�res shall 6e perFormed in additinn to other "Seedi�g far Erosion Control" as .herein sp�cifled. The . pt�re live seed � p�anted .�er acre shal! be of t{�e, tYpe specified in t�e Texa� Depatiment ot Transp�r�tfon 5tandard S}aecificatian .of Canstructian of � _ Mighway, Stree�s and Sridges Tabte 5, �x�ept as shown or� plans. � M�SUREf�i€NTS � - � . "5traw or Hay Mulch" will be measured by the square yard or by the acre, oomplete arid in place. Ail "Seeding", of �Ft� type specifted; will be measured by the square yard or by tl�e - � . acre, com�iete and 'sn p�ace., : . . . . � � , � � - � � - . � , . . � � � , � , , , ,� I � � ���� ���,� ����p������ ����I�� ���rt � Yn poun�s, .�u�� L�ve S��d [���) � . � - �lixtur� �or �(a�.or'�igh� �oils. .� . N�i�ur� ��r ,�an�� . � � : - � � � . � � � . . . So�I� ots� �ates � ., Eas�ern Se�nn lNesfiern Sect�on � �. �AlI�S�c�bns = ' � 2 Feb 1 Green 5pra�gietop Green Sp�ngle�op ��� Green 5prangietap � �: -Tn � o.� �� � a.� a.� . � May � Sideoats Grama 5ideoats Grarr�a . Sideoats Grama . � (�! f�eno) : :I.S (Haskelf ar q fieno) (Hasfc,ell) . - _ Bermudagrass � . 1.� z.2 � . ' Q.8 . � [.itiie Bfues�em � Bermudagrass �e B�uestem - . � I,�. 4.9 . �..#, Indi�r�grass � llttle Biuestem . � K R B1ue�tem . (�ia ar [�ey►ennej . . � 1.4 . � O.i . 1.5 Sand Clrnpseed Swi�c,hgrass K R Bluestem . . 0.� ' 1.i � �.7 - 5witchgrass . (Wama ar �adc�+ell) � 1,Z � - . 7at�16,2 : Totai 6.9 . T�ta15.4 ����{� ��� ������r�l�o�i ������i� �r�� � ��. �oun��; i��tr� ��v� ���d ���) � � - I�ii�ur� for �lay or ii�lt� �oils �l�4i3c�rre ��� S�nd� . . . �aijs - a�s �at�s Eastern Se�tion Western S�ion ►�f Sec�ions t. . . . . 2 �eb 1 Green 5Qrang3etr�p Greer� Spratt�letop Gseen �prangletop To � Cf,9 i.i. �.i. May �. 8ermudagra�s � K R Stu�m ._ K R Bft�estem � � �.Z � - � 1.� � � 1.3 K-R 81ues4er� BuffaEograss 8uffalagrass � i..D - " 10.7 1�5 �u�'alagrass - 8.0 - - ' � � ' , . Tvtal �1.� . ,Tota! 13.�. � �Tota13.9 � � �°������"i �o��-����nr �E����v� ���: � Y� �i�����, ��r�� ���� ��e� (��). C7is� ���ates � , _ . � � An s�ions � � � 2 Feb 1 Tal1 Fes�[�e . � � � To We.�tern Wheatgrass May 1 Wheat (Reci, Wint�r) Tota1 - 4A 5.t} . 3Q.4 6 39.0 � � �i TLNf PO�RY �����5�����I , . � . ��\d��i� ������� e?.t'9��p . in paun��� ��re ��i�� ���d (�L�] . Dist dates � . . � - - At� s�io�s � �Aug 15 GYimson Clover � � . � � 7.p � - M1�ov 30 Totai � �.� . �r������� �i���-�����n� ������� ���� • �[i �ic�L�n�§. ��ri'e' �1�� �eed [��) � Dist Q��es � � - All St�kions , � 2 May 1 Foxtaii Millet 30.0 . to � " . � NoV 30 Total � 30.0 � Note: Names in parenthesis � represent plmprnved" varietEes of tfie specl�s showa. � . Fax� ��o�°�h I)i��ri�� ��j Clim�at� . � � �O���a� �teeord� � . � �can Precip (incb.�s}. . � ��sa Tenxp� [D��t�es 1�� ��� . . I � - _ ...�s���sr-�ex��ume �. Q Q P�AHBtt:T i[i'1�lC � 7Cocnpnrury �ITarm. - _ _ �. _.. � w � � � . � �d. � � � �. � . . ______... . .. � . . � �. ._.._»._ � Q .� ,��. . � � � / � . - : � - �,; . � — � o _� . � � _� � � � � � ao � �� � �. /. � Q— . _4 �an . F�b M�r Apr R�isy dnn �'ul A�xg S�p Oct Ainv I?e� � �� � Precipf#atiotz � `�� Temp I � $uarcc: C1Lta�tc af �xna Cov.utias � � _ ti �4 + 1 • V � ,.,. ;��. ��, ::, :° ;:�:.:r . � .. ��r ,�, �:� �t•- � P�, �g�;�3 ��'�. :y 44: ,, ` ' •.F;ti,.'iS �r.a� ..'';'• , v' � -%'�fi:. ' .,� �;s - •-l';' �sl. sp' s 5 - r �'y If you.wantei� t�s�ew oz�ljr�ex�s. B�; 3 C �� 'J� 5 is � 13.50�[b �.i 9�9'� p�ice�`�:�f�iTt v�tp�i�', be plaztted �i �fi:�e. sp�ing,E�the�re ;�+ deteriorant. '�h� endin�: �a�e for s�.r; i. L.. • . . • ' t. + '':� l� lii '�4 `i ;F'o' "r: G�:•, '}`:�'«r^ Ttie price b,e�vti�en tl�e';m��ctur�;�� � .r a� �, • k:a��;, mixture wau��,�t�e �he.�i�ttex��"�oi���. ..j� i �,. R4Y.� ht�L ��. !'i� � R . � . .K .-_ . . 't.�.....:+ .,�',. :"'�t• �.': h. ;- Y ;' ".p'ti' •''.?�.;I�-t �• : „ ry;,. ' tddr��.'� .��f i�' x'��!'i �t%¢l ::145p ��"':°�� �'�,=���'��,���:.�.: :.3�. � � Wildflov�rer Mix ��y� 'y ''�4" ; /`�: ^4,'=� I -l�y� :. .�y'; d�1�&. 'S��ti� •k`�.�d` �.� S 0 . �.c,�� �;i:f . �' � .4'i.� f�: • q,;!i, ��' , ..'�,�'`., _?�; ,'y�:"�, : ;�� i � : - ,� ,;> �„�'�'` ; ' . � �:. `hy''s �!c� �t . , , ' A� Referen�e Stem 18Q Wik�fla��er Seedin� �1993 Specs. Book} ' � : . � . . r �;-�r:=:._; :_,_�:ti . �, .�. ��x •• •F�. �•- , i � , '". ti'r��� Y :y�� �i:� . ' . 'S i� A' a� ��v�'.i+� � . . . ' � '`.'..�4�,' . �`A-.. �. ��F�, ir.,i;... . _ `' '_ , _ ' ._ F{ , . �., is�.q� � � '�•��,;L' � Y��:"��,i �'.f-'�T � �� � � � � » � The -£oliQwing ��ir�;��a�. wildflflwer mixti�.'r�;°yw�iich is�` ava�Iabls fro' -.:� Wilc�flawer' Fa�iris, . iri t ' �igi . Fredricksburg {800) 848-OQ78 for $27'.�QII�, {1999 }�rices). .. Th�;,��ixture is a�sein�l�:d�:ta withstand the temperature and moistu�e co�ndi�ions of t�e Texasl�kla�i.orana area and is c�lled-�ih� ".Texasl0kiahoma i�Vild�ower Mix''. The �sugge�ted .a�i�plicatio�n rate�is one pound seed-:�rii��ure per 2Q00 square��feef fo ma c � �'`�h � � � � �' 11 � te s `. �.��:� �.::�;�;�'` � z� x�mum o�oz�.� e S,pring.a.� Fa sq�ving � s ar as %lloizii��°;,_ x�� - .,., �.,: .... , �.�„ �,A� � ^��� � �n ��� ����� _����o-. � r - � � � � � ��i�',� � ii`,^ . . ia.s��'i�y��4r �� .�^.'�•�'.°r���;;i Spring . �-x.-� . ��.r� , �.. - ;�,-.�. : .� Fall.� �j� ����r`� r�� i A� L �''�' February .1S—ApriI:1��`���:�'�h`�=�� 5��"�'�e�tiber �5r�1�[OVG'IiZU�I� iS - 3+��-- _ 'Ni ?�iR��r�ie'�4 y,z . . � i . '�: �r���y'TP xA � � .:��ii�. �" ~ ' . } . � . ;�'�A? t'-• ' ' �;.,`� 'fhe mixture is com osec�.;Lof:f,kie��:�o ��rwin wil��iowers which will bIoom at va�•iaits tiines p �, `l: . � t�iroughoat the �rawing sea�n::�� � ��'°� . >. . � . ::.,�.��, . -.. — : ���;;�c;, ... j' 1 ~ y.i Name • .� °�;���s ��i�i�c�~;; . • . � �,�� �. 4 •:�`:::� ..V.. . . l � . _ i.'• '3-l� 'i � , . . .. �$�'.:����t "•'.s�;,�• � . ....'' _ :��: � �:� ;:: � ': j�,; , -,� �. . . �:, � . . ,:� . . Texas Xu�' ��o�in��. �,T,$:4 • �Baby's Breath � .� 2.86 `�Y �, .4� i. ' r sy.' ,4' �� ��;F . Y��,' 3 � Z�c�iari����c�t-"� • ;'� U� .�� - African Daisy =� r� 2.75 ,:;� � ��,, . , ' _ .: �• : ,.. � `t. ^���. � •� Scar�e�������.�< .� -��`��6:b� � j'`� � Piains Cvx�aps��� ��`2.2�.. g T�aks��d �,���.�'�;;.�� }:. ���� G.4S ;;;;� � = Ci�spfng C��a��: e� �;i.98 L�m�o't�;���l. F :. _ � ':�,�' 6.�� � +1 � r= B�.BC �eyed� 4ii' � � '�� :7d �.'9:''.. ' � "-'..•�•..� rR �I_ _ Pu����:��ii��vvir�;r �;Ea�� 5.8fi .,�,,,� , Mex�� Hat� 1.5b �, .�.H : �.�; Drt�mtmcinc� Phl,ax 5_29 . . ,`. �:�� - . J. , : :�,. Z'�t�er:�Te���ai�t ,� ,��.�� �.. Cvrnflower�rR ..1 ;�� 4.40;� � �;f� ��s�r" �:� ;�om , P�Y,.:-:��°�. � ;w�' �.;4D - ,�: �°I:... ,'�-.; :•, . Rocket Lark �ur � 4. � w°�'��� r ��' � �:. � : �;�� �+�ad .. y � � �, I� 1 . , '�''� �i �.=�7': x . Bab Blue �s '�� �� '�''.�:'" 5,�� . ' . y E� ' �. :4?a ��'f` �'.;@.t. ��'�h�&I�' CC� �O � 1.5 � '� , . :a„ . �,��,��. • . :�� ,_ .� �,... Ox�E ed Da � � � �F.. a� :�:.��'.�.. � �- �� � , rimro - �, � Q,��'�� -.� � �. }' �. :; � �.;� .}, 4 . t � .. . � �' � e '�'.ei Califomia Po�P3�� 3.��., �, o:� ,, •Y�.pw:€� �s �°�F ��}��� ��' � . f. YQ .�{ t'�� �y�,l''ej'. :�i.:.�,; #,�r, � .N,� .f'Tq+i'.�:�i :%w•,� Y�II w Cos os'�'�* �: . �'� . �, �f,-' � F�antb�cu� � 'cs� a r�i � Z�: ��� �; .�'' ;� �� �'� i��" �i%�z'i t��?`� dr : .��r3 �i t4: � ;r,�� �� » ,���, k�: ��€�_�• .. � .�: ��.. ,. �� � ' � , �, . ; �; ��' '' �,;�-:: : � �:rF�� �:� _,-« �,, �a���0��,1�:11000 s� Price_ 1� �ga� A�;�i�ug�i th��► could -:�ii�ds ``�d sorne �ormal �ii� .P��x��,I5. _ , y h.:? �,;rl��. . -�{,�. ;": ''�, ; ;'K, ' �r'-�.� � e., „� ���'-'�'_ l�:, c"�3 . ";k �s;�3 �• n��s a[i�iie` �}� ��pro��m��ely `�t�e same. � The �x��� q.f•- '' �_��rd ;i'y >."'��� ,�. �y�. r,}�:. , � y: � ^ . � }',�,;,�. 1_ ' 'uti , ;") '��' - ... .,,�;'. . s , �.l'' ' . . � ` i .� , . � n � �.[������ �f���°��c���.d �r���ll�tov�. tupa af ��tro� � �i�il�t� �ine ar� �ont��l�ed ����s� Hi�hv���r - F'arm 1 Q82 - . (lZev.3149) � {Eiec7onlcversfan GSD-EPC Ward 97j Pa� 1 of2 Ta ti�e Texas Tra�sporfation Commissiarr. clo District �ngineef �Texas bepar�mentof.iranspbrtaiion,` � , 6�ort Wor�� � - � ; Texas Formal notir,e is here�y given that the Gi�}r of Fort Worth _. Compar�y proposes ta place a 54" steel cas9hg pipe containing a 36" waterline line withln ihe right-af-way af �US F�tnry�287 � �n.Tarrant Texas as �ollauvs: (give lacation, length, general design, etc.) . � �� County ihe propased crossing starts approx�mately 85' sauth af the centerline of WEllaw 5prings Rd:, west of US Hwy 287, and � �asses ��r�endict�lar to IJ5 Hwy 28i. . � � � � The proposed crossing is approximafely 36(i`. .. � The proposed orassfng is a�4" steel casing pipe (5/8" wall thickness) corifain}ng a 3B" wate�ine, whic� is to 6e Installed by Qti�er than aper� cu#. The casing pipe runs from tfze West ROW of US Hwy 287 ta the East Ri�W af US Hwy 287. �. �The line will be. constructed and m�intained on the highway_ right-of way as shown nn the attached drawing and in accordance with #Fte rut�s, regvlations and policies of the Texas Department af Transportation {ixDOT), and a1! gavarnirig laws, includir�g hut nat [imited• to tlie_"Federat. Clean Water Act," the �Nationa! Endanger�d Species Act;' ar�d the "Federal Historic Preser►r�fion Act" Upon request �y ix�OT, proo� ofi campfiartce. with all goveming lavvs, rules and regulations will � be submi�ted to TxDOT before cammer�cement afi constructiort. - �� Our firm wil! use Besi Management Practices ta minimize erasion and sedimen#a#ian resuiting from t#�e p�o�osed '�installatian, and w� will revegefate the praject area as 9ndicated under "Revegeta�Ion Special Prar�sions,'° ' � ur firrn. will e�sure fhat #raffic corrtrol meas�res camplying with appficable portions af ihe Texas Manual af Urriform Tra�c ,,�oniro! �evices will be installed and malntained for tFte dura�ion of this installaiion. . -- T�e location and descriptian of the propos�d line artd ap�urtenances is mora fully showr� t�y Sheet 5 complete seis af drawings attached ta this �otice. �. ' ` Consiruc�ian of this Itn� will begin an �r after the �� day of �y , bd� . , By signing b�low, I ee�Eify that I am auth�rized to �represent the Firm 1lsted below, �and. khat tha �irrn agrees #o the conditianslprovisions included in this permit. � . �irm Cfty of Fo�t Worth - . � _ V . . By (Print)� �oo Ki � � , � . Signature � �� Titl�a �ngineering Manager Wa#er Department ' Address 10Q0 Throc[cmorEori Fart Warth, TX 76�02 Phone No. B17-871-8252 aate a��zzro2 �.7,. � - .: ,s -�: ;� .. <.. ; __� .. h .. � I, � � 26' PFA • EASFAtE� i � e W-0 SYA. I C`ONt�ECT i0 . � BEO�N 38" 'N 86800.55 E 338]E.5S �RELOCA7E � POYIEIi I'OLE � I ' � , � � �� t.:::}:;;:;:��:�� I:t:.:��...1:. � .� l:::t�: �:'f �.. .i::::.^.::�.': cii�►i'i im�ii a ...�... ...�. � 8 � 5 ::, c: � i`: ':S':��.`. � ���:'::..::�:..,.::: } • ::::t:,5as;=: � ! �''yi;e��::Y:y,!, � � 8� Q�:.\'.,:�_c^r^ Ei: �\�:;::::/f.::':: :' � � Si:�?.:;�'cv^ :�, �. ' :x:j::::::^r �:::::v-:......... �c.i::k . +` $4� - ,ii:i �,' L ':::s._:..l.lg'1�:'� �'�,. r_'l�s". � �:.:'.. �.g:,.y: .�?.� ."iR.'. S::'�. '•`;(:�:;,�':::� f:ts � $ 0 C :::: :; ..,._�_; ;" . ��, �;:fl::'.i �-:.,.1.^ ti`, �s::r�: 'ri^�9iei:.11.',,;i; i �._. x:.;; ii:-..�:. �yT95 �:::_;c::.. ��, .. . .,��;:::.. I �:.:�J:::f::.iiTcii' fiiSe4:::�r r i � �:: „�� �: , �. 790 ,._Z_;::��,;.-:.;�< �:� ;:�s.;�s .;'s.; � 785 '='.'��-`;:;5; � �`:•J..':`'�"•...:..:, Q+DO � _ l�pyr�ly�y}�2602 4Y Curter �� 8�rqa�s, Ina � . . -. � — --- . . � ' ��/ �� NOTEr TMB CONTIMCt4R iNACI C01lT�CT TRE FDCLfiMIN4 AT LFAS7 �^�� . . �f8 Fi0UH5 PP105F 7i3 E%CAVATIwii Ili T815 ARiA� , . . . . ,� '-F6RY WOATN NATER DEPkR11lENT IBI7i l71�8296 CREYRPii FIPB LIH� C6, L#001 7fi2-]�0� iXY EF.FtiRlt s 6A5 CDhPANY L9T2i-Tsa 2lfl8 -- r. .5"+.-;:,x..�..'.:.:...:�� .�_, .� .�;:%� � AT1ei CABLE PROTELlEON CENTER <800! 252-1133 'r�.'t"d:��:.../.1.y�..,�._�.:�'�.• .�... �d SQliTHWf57ERN &ELL 7ELFPH6NE C6AIPAHY f8001 395-0A�0 - 'f'�"`:'l.�r.'.i�i:" ��� . � {:. �..: ��.,., . f'., ' . .+.�.,;. .� . IINOEIkQAMPiO L6CxTOR ! 8601 DIG-TESS 5.' .'.'.'.'.� .�.'.'��`. . CHARFfR CUAlNNICAfI0H5 . .fdtTi 509-2225 �� .r .1+: +.1. 51 �.....: . � "t..�i.k��� y .... .. :,: ,1 �'1 ' � � �' xi�. ,� FORi M'ORTN TfEAHS./F'1164[C S�ORi:S t 917i 871-Bi00 \ r� �fl�'4 . �. �. '�f +..;� iLICHT A!A 61GNAl OIYISi0N1 _ _ .c,o.n.._ \ ' �k'� x::r .. � . .. . �� I L. . . �. � . �*�� ��:, - �:,, ..:. :': �. .. :y+.' +,}' W �: '. �.i��. F ?�� ��' �:r ?, (,'X::;''i . _ �Y.'�.., �.' ��, .� � - �..�'�����5��4r+'�{''�.'. �.r::,�. , ., '�i.: ., �:i�'`.� .V��.��� A��.:': . . �{�.. �+oo z+ao . I 10�40 — — •_ - • -- � � . � � �u eo sau ��—��. �i GRAPHIC SCRLE IN FEEF h�ya�� Ryc:�::a',f.,��f`.;.;;s�.�or,Aw;,�li�v� i����:i::,'::;::::d��F:•.i°I Z95 ' ;:: --......-- C1TSf OF FQRT WORTE� T'8RA6 DItPARTMffiTT OF ffidCI[��i[N(3 � �iVA1E� II4lPROVS11dffiwTl'�'u T9a �6" �%������ 3o s$�� �rm� x�,xc,� mx�.cr � rt.�x � rxo�a w� 785 srA. a+an so sra��n+oo C,�r�+r�e�s °�'• `�" m wa s�.r.awr+..��rm 0[SIDea.M RFiCC�4N0EM .u¢7GS NGTtlpP SUBElYTED� d�u SM1wEtl 7e� eH►� .w�M DfSICN �IO�xFSR " OEsl41d JCH ��C YNWkCT IMi. DHrs1 ORMMi+ dOM ^� �Cl9f �� S �I� n.K..�n, e� �.az newawix�. ow.�a�7amo+� ua.a� i a3aumom+csssa.�aaci.an+ � �'{ �2 E2n2.11 SECTI4N E1 - MATERIRI. SP�CIFICAi[ONS SEC710N �� - C�NS�RIJCil0�3 SPECIFICATIONS JANUARY 1, 1978 (REVlS�9 1120l88) iA��.� OF CONT��,NTS Section E Specifications Bac[�fill �rench Back�ll E(1) �1�2{1) Ez�2�� � C&� No. 011358.070 SECTION E1 - MATERIAI� SPECI�ICATIONS MAT�RIAL STAN�ARD �1-2 JANUARY 1, 1978 (APRI� 20, 1981) �1a2 BACK�i�� �'�-�.� gRCKFlI��: {Correct minimum compaction requirement to 95% Procfor d�nsity and correct P.i. values as follows:) c. Additional backfilf requir�ments were approved tar use in s#reets: (1) Type B �ackflN {a) Maximum plastic index (PI) shail be 8. {2} iype C Backfiil (a} Materia! meeting requirements and having a PI of 8 ar less shafl be conside�ed as suitabfe for compaction �y jetiing. (b) Mat�rial meeting requireme�ts and ha�ing a PI of 9 ar more shal! be considered for use onfy with mechanical compaction. C&B No. 019 358.D10 SECTION E2 - CONST�tUCiION SPECl�'iCATlONS GQNSTRUCTZC?N SiRNDAR� �2-�.'� 1 JANUARY 1, 9978 (APRIL 20, '(981) E2�2.17 TRENCH BACKFIL�: (Correct minimum compacEion requ��ement wherever it appears in #his section to 9�% Proctor dens�ty except for Paragraph a.1. where the "95% modified Proctor density" shall remain unchanged}. ,� C&� NQ. 09 'S 358.D'� � - - - - . .,� . / r, , CERTIFICATE OF INSURANCE TO: C1TY OF FOR'� WORTH Date: I�fAME OF PR07ECT; 36-INCH WAT�R LINE EXTEfYSION TO SERV� SENDERA RANCH, CONTRACT II PR0IECTNUMBER: PW160-06016�151$5U I3 TO CERTIFY THAT: CONATSER CONSTRUCTION, INC. is, at the date af this cerkifcate, Insured by #his Co�npany with respect to tE�e business aperations hereinaf�er descri6ed, for the type of insurance and accordance with provisions of the standarci policies used by this Company, and further hereinafter described, Exceptaons to standard policy noted on reverse side hereof, TYPE QF INSURANCB 1'olicy Effective Expires Limits of Liability Workar's Compensation _ Comprehensive General ' Liability Insurance (Public Liability) ^ Blasting Collapse of Building or structures adjacent to excavations : Damage to Underground Utilities Builder's Risic - Comprehensive Autamobile Liability � , Contractual I,iability � ; Other Bodily Injury: Ea.Occurrence: $ Property Damage; � Ea.Occurrence: $ Ea.Occurr�nce: $ � Ea.Occarrence: $ � Ea.Occutrence: $ Bodily Injuiy; �a. Person: $ Ea, Dccurrence: $ Prnperty Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Locatians cavered: bescription of operations covered: The above policies eitE�er in the body thereof or by apprQpriate endarsement pro�ided that they may not be changed or canceled hy th� insurer in less t�an five (5) days af�er the ins�rad has receivad written natice of such change/or cancellation. _ Where applicable Iocal laws or ragulations require more than five (5) days actual notice of chang� or cancellation to ba assured, the above policies contain such special requirements, either in tha. hody thereof or by appropriate endorsa�nent , thereto attaehed. A�encv I � Fort Worth Agent Address Insurance Co.: By Ti#le � �I � CONTRACTOR GOMPLIANCE W1TH WORKERS' COMPENSATION LAW Pursuant ta V.T.C.A Labor Code Section 40b.Q96 (2000), as amended, Coatractor certifies that it provides woricers' campensation insurance coverage for alf its employ�es a�nployed on city ofFort Wort� Department of Engineering No. 3i49 and City of Fort Warth Praject Number PW Z 60-0601G0151850 CONATSER CONSTRUCTION. INC. CONTRACT By: �� � �rry Cc�n0.f�ser �!'�SiOl�/1 � T1�IE Jfh. n uary ��, zOD 3 Date � STATE OF TEXAS CQUNTY �F TART2ANT � � BEFORE ME, the undersigneti aut�►ority, on this day personally appeared Jerry Cona���� , known to me be the person whose name is subscribed to the foregoing instrument, and acknpwledged to me that he executedthe same as the aciand deed of�nQ�ser C�nsfru���'ah.1„c. forthepurpose and consideration therein expressec# and in the eapacity therein stated. GIVEN UNI�ER MY HAND AND SEAL OF OFFICE this 14TH day of Januarv. 2003. �,�*Y:d@�4 , � SYDNEY TONEY �at�' • �i Y !' "_ Notary Public, State of Texas My Commission Expires - ¢�„������;i'� Mqy 09, 2006 , �„�_ 0 �� � � Nota ubhc i .�nd for� the State of Texas &tnd Na: 5285873 P�It�ORMANCE BOND THE STATE OF TEXAS � KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT � l Fmployers MutuTa�a�asnael.t ���j, C�NAT��R CON5TRUC`�'iQN, INC. as Principat herein, and (2} , l Uz�a.on a eorparatio�� organizad under the laws af the State of {3) Iawa , and who is authorized to issue suret� bonds in the Sta#e of Texas, , f Surety herein, are he{d anc! firmly 6ound unto the City of Fart Wortf�, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of: ON� MILLION THREE HUNDRED TW�NTY-S�X THOUSAND ONE HUNDRED SEVENTY-FIVE AND 20/100 .................................................................................................................................... �allars ($1,3�6,175.20) for the payment vf w�ich sum we bind ourselves, our heirs, ex�cutars, administrators, successors and assigns, jointly and se�erally, firmly by these present. WHEREAS, Principal has entered into a c�rtain written contract with the Qbligee dated the l4� of Januarv, �003 a copy of which is herecn attached and made a part hereof for all purpnses, for the construction of: 3G-TNCH WATER LINE �XT�NSIQN TD S�RVE SEND�RA RANCH, CONTRACT II NOW THEREFORE, tt�e candition of this o6ligation is such, if the said Principal shall faithfizIly perform the wQrk in accorcfanoe with che plans, specifications, aud contract docu�nents and sl�all fuily it�demnify and hold harn:zless the Ohligee from all costs and damages which Obligee may suffer by reason af Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in triaking good such default, then this abligation shall be void; otherwise, ta remain in full force and effect. PROVIDED, HOWEVER, that this �ond is executed pursuant to Chagter 2253 of the Texas Government Code, as amended, and all I[abi[ities an tliis bond shall be determir�ed in accordance with the provisions of such statute, to the same extent as iF it were capied at length herein. IN WITNESS WHEREOF, the duky authorized representatives of the Principal and the 5urety have executed this insYrument. SIGNED AND SEALED #his I4TH day of Januar�.2003. ATTEST: � (I'rincipal) Secretary � (SEAL) I !I _�� � � j Witness as to Pr ncipal � ATTEST: Secretary (SEAL) � . ,,�4 Witness as to Surety N.�KI L. ADAMS NOTE: C4NATS�R CONSTRUCTION. INC. PRINCIPAL � BY: a�ry Conatser ��1e: PresiclPnr PO BOX 1 �804 FORT WORTH, TX 76119 II�'L�Y�S MUT[JAL f.AS"UAL'I'Y GQ�iPAfiIY AL�D UNIQI� INS[TRAI�TCE C�iPANY OF Pi�(}VIDINCE Surety � $ : � Name: ' ,(7_�� S. DAVIS (At�orney-in-fact) Address: P, p. $ox 712 �pg Mni nac Tnr,ta if l�{�1� Telephone Num6er: $no-7'25-4802, Ext.252 ; r t!) Correct name of f'rincipal (Comractor). I (2) Carrect name af Surety. {3) State of inGorporation af Surety � Telephane number of surety must be srated. In addition, an original copy of Power piAttorney shall I be attached to Bond Uy the Attorney-in-Fact. . � The date of the bond shall not be prior to date of Contract. � � Band No: 5285873 PAYM�NT BONI) THE STATE OF T��C.A� � � KNO'EW Al.i. BY THESE PRE5ENTS: COUNTY O�TARR�NT � Ti�at� we (,3 C�NATSER COI�iSTRUC'C[O1V, CNC. as Principai herein, anci (2} Ezp�loyers Mutua ast�al�_y . � Uni n Zns�tranra (:n. n_ Prnv7�.,��tporation organized and existing under tF�e laws of the State of (3) Iowa , as suret}�, aie he[d and firmly boand unta the City of Fort Worth, a municipal corporation located in Tatranf and Denton Cou�ties, Texas, Obiigee herein, in the amount of ONE MILLION THREE HUNDRED TWENTX-SIX THOUSAND ON� HUNDRED S�VENTY-F[V� AND 20114Q........ Dollars (�1,326,175,201 for the payment whereof, the said Principaf and Surety bind tl�emselves and their heirs, axecutors, administratars, successors and assigns, jointly and severaily, tirrnly by these pr�sents: WHEREAS, the Principal has entered into a certain �vritten contract with the Obligee datad the 14��' day of .lanuary A.D., 20d3, wlnich contract is he►•eby referred to and made a part l�ereof as if fuily and to ehe same �xtent as if capied at lengfih, for the foliowing praject: 3G-iNCH WATER L1NE EXTENSION TQ SERVE SENDERA RANCH, CONTRACT II NOW, THEREFORE, THE CONDITION OP' THIS OBLIGATiON IS SUCH, �hat iF the said Principal shall faithfully make payment to each and every clain�ant {as dafined in Chapter 2253, Texas Government Code, as amended} supplying labor nr i-�aterials in the prosecution of the work under khe contract, then this obligation shall be void; otherwise, ta remain in fuli farce and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all [iabilities on this bond shall be determ�aed in accordance with the provisiqns of said statute, to the same extent as if it were copied at length herein. TN Wi'iNESS WHEREQF, the duly authorized representatives vf the Principal and the 5urety have exeeuted this instrument. SIGI�TED AND SEAL�D this 14T" day nf January 200�. .T I ;� f .� ,l ATTEST: (Principal) S�cratary (SEAL} //.�9� ��rr'7� Witness �as to Pri�%ipal « ATTEST: Secretary {SEA ) • ����'� Witr�ess as to Surety Nikki L. Adams NOTE: CONATSER CO STRUCTIO , INC. PRINCIPAL � BY: � � � Na�ne: .7erry Conatser T[tle; President PO BOX 15804 FORT WORTH, TY 76119 �.�YF;R� NIDT[JAL CAS[JALTY CQ�PANY AND l�[� TN�A�i�l OF SUAETY B. Name: 1ei�tta 5. Davis Attorney in Fact Address:p, D. BaX 712 Des Nfnines, Iowa 5Q3Q3 Telephane Number: 8Q0-725--0802, E�t.�� 252 1. Correct name of Principal (Contractor). 2. Correct name oi SureEy. 3. State oi ineorporation of Surety. Telephone number of surety must be stated. Tn addition, an ariginal copy of Power of Attorney shail 6e attached to Bond 6y the 1�.ttorney-in-Fact. The date oFbond shall not be prior to date of Contract. Bond No: 5285873 and 5285874 MAIN'I'ENANCE B�ND THE STATE OF TEXAS COUN"�Y OF T�ARRANT KNOW ALL MEN BY THESE PRESENTS: Fanployers Mutual� Cas�a1COI�i�A�TrSER CONSTRUCTION, INC. (Contractor), as principal, and iTnion InsuraneP r.� � r,-�i�,�orporation organized under khe laws of the State of Iowa ,(Surety), do hereby acknowledge thernselves to be held and 6ound to pay unto the Gity of Fort Worth, a Muni�ipal Corparatiqn charterad by virtue of Constitution and laws of the State of Texas, {"City") in Tarrant County, Texas the surn of ONE MILLION THREE HUNDRED TWENTY-5IX Tf�OUSAND ONE HUNDRED SEVENTY-F�VE AND 20/J.OQ........ Dallars ($1,326175.Z01 lawful money nf the Llnited 5tates, for payment of which sum wetI attd truly be made unto said City and its suceessvrs, said Coniractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns aud successors,�ointiy and severally. This ohligation is canditioned, however; that, WHEREAS, said Contractor has entered into a written Cantract with the City of Fort Worth, dated the 14� day of January �403, a copy af which is hereto attached and made a parE hereaf, the performance af the following described public iznprovemenis: 36-i1VCH WAT�R LINE EKTENSIOI� TO SERVE S�NDERA RANCH. CONTRACT II the satne being referred to herein and in said enntract as the Work and being designated as pro}ect PW160- QbU1GO1S�850 and said contract, including all of the specifications, conditipas, addenda, change orders and written instruments referred to tF�erein as CQntract Documents 6eing incorporated herein and made a part hereof, and, Wi�REAS, in said Contract, Cantractar 6inds itselfta use such materials and to so construct the work that it wil! remain in goocf repair and eondition for and during a period of afier the date of Two f2) Years after the date of the fmal accepta�ce of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term af Two (�l Ye�rs: and, WHEREAS, said Cnr�tractor 6inds itself ta repair or recanstruct tE�e �vork in whale ar in part at an.y ti�ne within said per�od, if in the opinion of the Director of the Water Department of the City of �ort Warth, it be necessary; and, V4�HEREAS, said Contractor binds its�if, upon recei�ing notice of the need therefore to repair or reconstru.ct said work as herein grovided. NOW THEREFORE, if said Contractor shall keep and perform its said agreem�.nt ta maintain, repair or reconstruct said wark in accordance with all the terms and conditions of said Contract, th�se_preseats shal! be null and void, and nave no forea or efFect. Otherwise this Bond sha11 be and remain in full force and effeGt, and ihe City shaEl have and recover from the Contractor and Surety damages in the premises preseribed by said Contract. This abligation shall 6e continuin; one and successive recaveries may be had hereon for successive breaches until the full arnount hereof is e;chausted. TN WTTNE55 WHEREOF, this instrument is execu#ed in 8 counterparts, each one of which shalI be deemed an original, this 14�H day af Januarv. A.D. 2UO3. ATTEST: (SEAL) 5ecretar3� ATTE$T: (SEAL) Secreiaty CONA'i'S�R CONSTRUCTION, INC. Contractor By: ..:�� %�� N .�ry Canatser itle: Presiden� II�1AI�YF:k�S N1LITUAL CAS[IALTY CQ+2PAIVY AtVD UNLON INS[JE�NCE C�Ni'ANY OF P]�OVID�ICE S urety BY� Name: Glenna S. Davis 'I'itle: �t�orney-in-Fact P. 0. Box 712 Des M�ines, Iawa 50303 Address �,�� ��s����� �c��a ���e� � P�a. �U��4� P.Il. F�i�x 71: # J?r� 'I+i�Fines, f�r��� SiF3�F:i ��FtTIF1��4T� �F �l]TH�RI�'Y �ND�V��U�L �tT��R1�EY�lI�-FA��� I[k�4V41 �AL� f�I�F1 B�` �'H�SE RR'�SENTSr th�#: 1. 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I1 +-xec�l� and tl�liaar a�n Lu3hal� s�f Ilie Gor�pany, arid Ic, �tiarh lhA s��l oi 111e Cnr�xpRrr� Iks�relo, hands and un�rlak�nas, recagnixan�s. curflrec� of in�einnity ar�� ��a�r_r wflii��� �hpa!ory �n �h� fla1u�� ihafeo#, and any such r�sl�umenl e��r.u�ed �y anp su� s;kon7ey�in-fa�t s#�sll be �uNY ei�d rn all r�sspecis b+ntlu�p u�n �hr� �arnpany �.�.-'?i�FiC�ti411 B'S 14 i�F6 YAIN�I{� {�� 2i1� €IC;;�r�i-allo-rr�y a�kha��t�� M�r�in nratle by an �ff�caf � Em�'ti,�rs ��:Gual Cay�al�y �o��sp.aRM}� sl�al� he F�IIy ar� ,n �II ��c+5 �.��.�i�lli� IJ�I�� �1LL3 [.qR`�72Rj+. 7�58 �f.�',�[?1���? �f� fi�4�i3fIY'v7'�j' iQ�i4(�1JC:� sk�re5aui�2 0! s�cf� +�t�c���, ti��lti�!*,e� ,�ad2 h�retryior� tir h.�.�Ra�i. 1�iiRfiOtiR� Firr�9i�`��1� k1f�C4'7 _� �:.;r?i1'F� �_�[ra nf ar�Y p���x�•?iE-��[;,�,;.:� r.�� 1Y�� �._,�wnpr�'ty, ���t��l I:�r: w�f�� a�d blfxdirig �a�an ffie �'..ampany wKh Ihe sa^.aP fa� a�d eFfa�i as Ihou�h mar�ua��y u�k$�� iFi'�4J7Ft�S5 1R'�3�RE�€, I'�� � �'�T;;�r-,,-�. 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I �'��� I �. �iil�� �' � . ! �: �� �. : , . .' �� . a�i�tlf�H1' i�� .JtiilklCiY'y ���. � � �� ` ,Y."` r-�= r - ����'����c �. ,1F�,+�Frtr!;19Se�1 �'` � -- � � �. ��� � . �.. � �� . �.. � � ��.. � ..,� .�. -. �. � JI ��������� ������ � i� , TO QBTAIN 1N��RMATI��! Di� MAKE A C�MpLAlf�T: � - � � You m�y c�niact Emp[ay�rs F+f�utual Gasual�y Camp�r�y, Utaion l�sur��rc� s�f ' , � Prodidenee, ar�c�lor EfVRCASCt] In�urance C�mpar�y �for iRformatior� or to m�ke � ' ; a comp�ain� �t: ' � i � , - �mployeps �e�fuai C�sualty Campany , . �ttn: Sur�ty Cla+rns . � F'.Q. Bc�x� 7i2 • - . des �oin�s, ��► 5q3p3 � i . � (�'� 5) 28D��6�9 � - (&1 �} �BU-2994 �ax i� ,'I • You may cc�niact the 7e3c,as Departrner�t c�f lnsurance ta abt�in infarmaiic�n on � � campanies, coverag�s, rights ar �ompi�in�s at.- . ; T�:xa� ❑��a�rtment nf {n�ura�ce •i P.i"�. Box 'id�� D4_ Ausbn, `tX 7�7�4�9'i 4� � �S(l0} 2����Q39 � i I � � -i �TTACH TM1S NaT1C� 7a YC3UR S�idD, This no�ice is far ir�f�rmatian oa�fy � ? and dae� �r�t b�com� a part ar a canditiQn oi ti�� af��hed dac�am�nt a�d is , giv�n to cc�mply wifh Sec�i��n 2�53-��r G�rrernmer�t Code, and �eGti�ri � , _ ��.20�, Prrope�ty GQde, eff'eative 5ept�mi��r 9, 2DU�C. I� - -- —� � — — .,. .� PART G - C�NTRACT THE STATE OF TEXAS § � � COUNTY OF TARRANT THIS CONTRACT, made and entered into the 14T�; day of Januarv, �403 by and between the Ciry of Fort Worth, a home-rule municipal corparatian located �n Tarrant County, Texas, acting through its City Manager thereunto duly aufhorized so to do, Party of the First Aart, hereinafter termed "OWNER", and CONAT6ER CONSTRUCTTON, INC.nf the City of FORT WORTH County of TARRANT and State of TEXAS, Party of the S�cond Part, hereinafter termed "CONTRACTOR". r p I . L WITNESSETH: That for and in consid�ration of the peyments and agreements hereinafter mentianed, to be made and performed by the Party of the �irst Part (Owner), said Party of the Second Part (Contractor} hereby � agrees with the said party of the First Part {Owner) tn cv�nmence at�d completa certain improvements described as follows: 36-INCH WAT�R LINE EXTENSION TO SERVE SENDERA RANCH, CONTRA�T II And ail extxa work connected therewith, under the terms as stated in the Conlxact Documents, and at his (their) own .� proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superiatendent, labor, bonds, insurance, and other accessories and servic�s necessary to camplete the said construction, in accordance with , all the requirements of the Contract Docuinents, which include all maps, plats, blueprints and other drawipgs at�d printed or written explanatory matter Yhereof, and the spacifications thereof, as prepared by the Engineers employed a� by the Owner, each of which has been identified 6y the endarsement of the Cantractor and tha Engineers therepn, together with the Gontractor's Written Proposal and the otl�er parts of the Contract Documents hereto attached, �� incIuding th.e Fort Worth Water Department General Contracfiar pocuments and General Specifications, al! of which are made a part hereof and collectively and constituta the �ntire contract. , ,I .� _ }]�� � The Contractor hereby agrees to cammence woric within ten (10} days after the date written notice to da so shall ha�e been given to him, and to suhstantialiy complete same within the time stated in the proposal. � +r .� The Owner agrees to pay tt�e contractor in current fi3nds far the performance of the contract in accordance with the Propvsal submitted therefore, subject to additions and deductions, as pro�ided in the Cantract Documents and all approved modifications thereof, and to rnake payment on account thereof as pravided therein. IN WiTNESS WHEREO�, the Parties to these presents have executed this Contract in 8 counterparts in the ye�r and say first abave written. Citv of Fart Worth, Texas (Ownerl Party af the�'irst part � /\ � / BY: Marc A. O, Assis nt City ATTEST: � � / . City Secre {Seal) C�NATSER CONSTRUCTION, INC. PO BOX 15804 FORT WORTH. TX i6ll9 Contractor By: % � ,.� /� � `�Jerr�cr'�5�r� Pres,���,t � R�('��od ; WI`I'I�IESSES: .� I CW � 1 A. Douglas Rademaker, P,E, Directar DeparEment ofEngineering cw ��� as to Form and As�t. City [i . . _ � � � -�. ' ' . - `���:�1-.7C�i€,�'� �,u�hosix���oa ?)a�� _ .— . �:JII ` � � � � tc`�ll���i�t!::.�tl�u+�s; � � , �i _ ,, � � ������ � � COMPANIES INC F'or Every Corner of Your World 70fl08 Hollister C�R12�SI�� �RC�T�+ C'I'I�� TD�;+,�Il�'��i4 0.�000 • �Sx: �1�46o�osa http;lM�ww.porrpro.com . 36'� � �AT�R 'I`I�1��l�SSI�� ��P�Ei�� iO�S�EilTD�RA 1�A1\TCI3 �IT� OF �I'�R'T ��R.Ti�g 'I'E.�A� PREPARED FOR � �AR'�'�R � BUR��S�� - � . F4RT WOI2TH, TEXAS . � PREPARED .BY . ����� ������►�y ��`�����'��: i HOUSTON, TEXAS ' APRTL, �UO� i . .;:;��;� � �� � TABL� OF CONTENTS , � ' 1.0 Introduc�ion 2.0 Corrosion Eva.ination � I�.1 � Su�mary . , . 2.� Resnits and Anatysis . 2.3 Cflrrosion Pratection Require�ents � � . 3.0 Design Report 3.1 Summary . 3.2 Protective Caatir�g � - 3.3 Pipe Bedding and Back%11 3.4 Catha�lic Protectio� 3.� Jvint Bnnding and Elecfrical Isolation 3.6 AC Miti�ation � . . 3.7 � � Test Stations � . � 3.8 Conclusinns and Re+commendations ' , . I - - � - • Appendices � . Appendix A � Test Procedu�'es Appendix B T+%eld Data - Appendix C Laboratory D�ta ` Appendi�ac D Te�# St�tion Schedule � 5 r Appendix E Appendix F Appendix G Appendi�c H A�pendix I TABLE OF CONTENTS (Cont'd) Specificatinn Section 1�64Q —.Toin,t Bonding and Eiectric�l Isolation - Specifica.tion 5ection J.5641— Carrosion Can#rol Test Stations Specification Section 1564�� d Specif cation for Magnesium Anode C��hodic Pxotection Syst�m , � Draw�ngs Electirunic Files . � 1.0 INTRODUCTIOl`�T Corrpro Companies was retained by Garter & Burgess to �a�z�orm corrosi�n protectian desigx� services along the proposed . route o� the 36 -inch diame#er Water Transmission Pipeline to serve Sendera Ranch. The approximate lengih of� the �ght-of way is 22,56Q'f�et (4.3 milas). The proposed pipeline will be offared - far bid with the fallowing alternafes: . ,� Prestressed ooncrete„ cylinder pipe (AWWA — C-301L} wzth e�e�trically bonded joints and cathodic protection. � polyethylene wrapped duc�ilE ixan pipe wi�h� electrically bonci.etl joints and � cathodic protection. . Upon completion of t�e corrosivn evaluatian, a corxosion protection design was prepared including the requirements fvr joint bonding, ekectrical isalatian, siray ct�en� control, conroszon control test stations and cathndic prvtectior�. This .raport pres�nts ihe results o�` the corrosion evaluati.on and corr�sion � pratection design, •� 2.0. CORROSIVITY EVALUATI01�1 The purpose of the study is.to evaluate the sail canclitions, the DC earth curxent activi�y, the foxeign li�e crossings, and the availahility af AC power ,along the propased pipeline route. '�'he .eval�#ian is the basis for determining the coz-�osi.on pratec�ion requirements �or�ihe prestressed concrete cylinder pipe {PCCP) and the polyethylene wr�.pped ductile iron pipe mat�rial altemates. �.1 SUMMARY The saii zs conosive with respect to PCCP and ductile. iron. The soil � resistivities at the ��levatxor� wh�re the pipe is to be installed for bath . �ontract T and Contraai II are i�dica#ive af corrosive condit�ons with � 70.8% of the measurern�nts lass than 3,QU0 oh�t-cm, G2.5% af the � maasuremenis less tlian 2,000 aYsm-cm, and 33,3% of the measurements � � less than i,QUO ohm-cm in the 5 to 10 �oot layer. . Twa aut of five soii samples tested pr�sent a signific�nt chlaride-ian content in the soxl (i.e., hig�iex than SQ ppm). Chloride ion� act as cathade depolarizers anci contrib�te to high conrosian rates �f PCCP and d�.tctile iron. T�� pipe materials. ta be considerad for this �water line are PCCP and ductile iron. These rnaterials are subject to corr�sion in the soil and 1 ground water �nvironznents encountered along the �ipeiin� �alignm�nt and shoulc� he cathodically protected to pra�ide the requisite design Ii�e. �.2 RESULTS AND ANALYSIS �'ield and laboratory test:ing were performed to. collec# ch�mical and electrical data fa evaluate the effect o� soil corrosivity an PCCP anc� ductiie iran, alon� the propased pipeline alignmeni. The test proce�duxes . emplvyed are described in Appendi� A. Soil resis�tvity measurements were r�corded from grade ta depths of f��re, ten and fFfteen feet at �,venty-foux loca�ioza� alang ihe pipeline route. Sixteen m�asl�rements were collecte�. alang the pipeiine righ#-af-way, soutY� of � Highway 2$7, corresponding to Contract I. The rema.ining eight soil resistivity measurements were collected a].nng the pipeline right-o� way, north af Haghwa� Z�$7, cnrresponding to Cantract II. T1us c�ata is presented in Appendix B. Structure-ta-sail potential measurements w�re obtain�d on a foreign pipeline crossing ta determine if this structure is assacaated with an existing cathodic protection system that might cau�e • stray current interference problems on the water pipeline. it was a�so noted that an additianal gas pipeline is being installed parallel to the water lane �righi-of vaay, Measured structur�-to-soi� patential data is also included �in App�ndix B. Interf�rence frozn o�verhead AC distributiari power lines is not expected to be a problem for this. pipeline alignment. Px��isi�ns for inter�'erence #esting and bonding at for�ign pipeline erossings a�e included in the design. � . SbiI samples collected by Corrpro p�rsonnel at �ve locations wer� �ested in the laboratary for pH, chloride ion concentration, scxlf de ian cancentration and conductivity. Laboratory test resuits are tabulated i�. Appendix C. Considering each of the chemic�l and electrical soi� pro�erties that are testad in th� field. and the laboratory, general guidelines for intarpreting the results are as follows: � Soi1 Moistur� � The higher the soil mvisture con#�nt, the greater the �.nticipated rat� af corrosion. 1Vloisiu�e conten.t� can x��tge ft'om 1°/a (very dry sands) to 40% (clays holding a great deal of moisttue). Ty�ical �values are 10 to 15% with over 20°/a moisture eonsidex°ed high, � pH - Acid soils and groundwater are more conducive t� galvanic co�rosion of %r�r4us materials than alkaline soils and gra�dwatex, 2 , a Conduc�ivity - For a given corxosinn ce11 with a f xed potential difference be�tvveen the anode and cathod�, the highex the conductivity, - the greater the metal loss, Canc€uctivities aver 3�0 micromhos/cm , (equivalen� ta a resistivity of 2850 ohm-cm) are considered high. �r i � Sulfide Concentration - Any deiectable concentrations -of sulfide ions are indicative of anaerobic conditians that may suppart high rates oi m�tal dissolution due to rnic�obiologically influenced corrosion. � Chlorid� Concentrations - Chloride ions are catI-iade de�oIariz�rs. whieh enhance the rate of corrosion. Th� higher the cancentration, the graater the rate of corrosion. Many soils ha�ve cb.�orid� co�centrat�ons less than 10 ppm. Concen�rations over 50 pprn are significant. + Soil Resisti�+i#y - Resistivity is a cammon paraan�ter for evaluating the carrosiveness of t,�e soil. Resis�i�rity is the in�erse of conductiviiy ant� is me�sured iri units oi ohm-eenfiimeters. Corrosivity is often an inverse functzon o� resistivity wzth iaw xesistivrty soils usually more corrasive than high xesistivi�r soils. R�sistivity is also r�Iatec� to tY�e concentratinn of ��ts wi�h a low r�sistivity indicating� high 1��e1s of salt. ' . ' It shauld be s�r�ss�d that there is no single chemical or el�ctrical pro�erty o� #he soil that determines the xate of corrosion. Cansideration of the interrelationship of alI af �he abov� iacfors is important to an accurate � assessment of the patentia� rates Qf corrosion ar�d the design of corrosion protection systems. � Using th� Barnes Layer pracedure, soil resisti�iti�s were calculated for the 5 tv 10 feet and 10 to 1 S�eet �ayers. This ciat� is tabulateci in Appendix B. Statistical distribution ofthe soil resistivity far the layers of interest, where the w�ter pipe is to be ins�alled, are summarized as fallows: 36 Tneh DiAmeter �Yater Pipeline to Sendera Ranch � SoiI Resi�iivit_y (ohmpcm) �-14 Feet Minxmum M�i;nurn Percent < X;D00 Fercent < 2,000 Percent < 3,000 Percent >_ 3,040 P�rcent > 5,Q00 2'78 ohm-cm 8,618 ohm-cm 33.3% 62.5°/a �0.8% ��S.Q% 2Q.$% ' 10-1� Feet d27 ohm-crn 5,901 ohm-cm 12.5% • 4I,7% $S.�% 33.3% 12.5°/v Wi�th re5��ct to �the chem�ical properties of' the soil, the test results of the samples indicate; a A pH range from a mini�num of 7.9 to a maximum of $.2. � Chlorid.e ion concentrat�ons from 5 to i30 ppm. � Na detectable sialfide ions. e Condt�ctivities from S06 to� 1,588 micrvmhos. In addition, ti�e propased pipelina alignments wexe surveyed for the location o� foreign line crossings and the Iocation of AG power suitabie far installatian of irrip�re�sed cwrren# cathodic protection systems, 2.3 CORROSION PROTECTZQN REQZTIREME1+dTS An anal�sis of the field �a#a obtained duxing the. survey and o� the types of pro�osed pipe materials was made to deterrr�.ine the r�quirements for an�. types of cathadic protection that could be aonsidere�. fQr the watex pipeline ta serve Sez�deFa Ranch. � T�ae soil chemis�ry and Iow rasisti�vity indicate. �hat £erraus materi�ls wi11 be subject �o electrochemical corrosion. Tha �'CCP pi�e is electrically diseontim�ou� along its length because a� ihe di�lectrz� s��,ling materials used at each pipe joini, roint banding v�rill #heref�re be required to maintain e�ectric contir�uity. Th� sarn� requirement app�ies to tl�e ductile iron pipe op�ion atjoint locations. The high pH of the mar�ar caating an th� PCCP prQvides carrosion pxotection far t�e embedded ste�i com�onents. Ha�rever, high concentrations of chloride ions and low soil resis�i�ities wi�i comprornxse the leveI of corrosion protection, making the steel susceptibie to corrosion. The polyethylene wrap planned �or fihe ducfile iron pipe is in effect �. non- bonded dielectric coating and is considered the primary corrosion control � meehanism £ar this pipe con�igura�ian. Nevertheless, corrosxon will occur at tb.os� ar�as wher� there are br�aics �n -the coating; therefore, the coa�ing must be supplem�nt�d with cathod.ic �arotectio:n. It must be nated, how�v�r, that in som� cases the polyethylene bag tivrag may preclude the� . � cathadic protectian current from reaching tha pip� surfac�. 1�s a resuit, carrosian tnay still occur zf moisture is �aresent between the plastic and the � metal. In summary, it is recommended t�iat cathodic protectia�. be installed �'or both pipe materia.ls. In addition ta the installation of cathac�..ic protection, � �lectrical continuity bonds must be installed on a11 buri�d m�chanic�I jaints. � 7t is nec�ssary to electrically isolate tk�e pipeline at all tie-ins #o other pipel�nes. In addition, where the pipe passes thro�gh casings, the aanier pipe in �ie easings must be e�ectrically iso�ated from the steel casing. r Mat�itoring test stations should be installed for. the pipeline and at each - ez�d of alI pzpeline casings. M�nitoring test s�ations sho�id a�,so be installed at each road erossing and at the locatian of all in-line zsolatars. 3.D CORROSION PROTECTZON DES�G�R REPQRT 3.1 SUIYIlV�ARY � � 'Itie proposed pipeline constructian vwill be offered for competitive bi.dding based on the following alternate pipe configuratians: •�d Inch Diametex Prestressed Concret� Cylinder Pipe; A corrosion control system consisting af galvauic anode catTiodzc pxotection, joint conti.nuity. bonds, monitoring test s#ations and joint isalation at. c�x�neciians to e�isting pipelines is recommended for this pi�eline �configuration. � 3b Inch Diameter Polyethyiene �Vrap �aated Ductile Iron Pipe: A corrosion cantrol system consisting of gatvanic anod.e cathodic pxotection, joint con#inuity bonds, monitvring test stations, joint isvlation at cannections to existing gipelines and �lecirical isolation at cased crassings is recommended for this pipeiine configuration. 3,� PRUTECTNE COATINGS Th.e mprtar coating on the PCCP provides a high pH environment, which is protective. of the stee� �mbedments. The mortar coating shvuld be r I apptied in accarc�anc� with� AWWA Standards to make cerrain that it is af � Ipw porosit� and low peizneability. The pipe shou�d be handled without cr�tcking the rnartar and the joints must be properly diapered. The polyethylene encasemen# �ar the externai s�rFaces of the ducti�� iran pipe mate�ial shvuld be ix� accorrdance with AWWA Standa�ds. S 3.3 PIPE BEDD�NG & BACKFILL There may be places along th� pip�line right-of-way where the�pipe will be installed in racky areas. Tt is essen�ial that the pip� be pravided with proper bedding ta prevent physicaI damage to th� pipe, mortar andlar �palyethylene encasement, xt is recommended that bedding matarials suoh as crushed rock �nnd/or clean river sand be used %r this�purpose. Backfiil material should alsa b� finely graded to prevent darnage to either the �olyethylene encasern.ent or mo�tat� caating, � 3.4 CATH�DIC PR�TECTION. The recommended sac�ificial anode cathodic protection. systems for th� differ�nt pipe configurations axe �as follaws: � The PCCP pipeline canfiguraiion will requize twenty (20) anode groundbeds each consisting oi ten, 48 pol�nd pxe}�ackaged �rnagnesium anbdes. The gxoundbeds will be distributed as follows: . - Cont�act I: Thirteen anode groundbeds skall b� installe�. on the pipe sectian instal�ed sauth of Highway 287. The approxzmate s�aaing xequired between groundbeds is 12�0 feet� far �is pipe section. � � - Contract Ix: ,S�ven anode groundbeds shall be installed on the pipe � sectia� installed nor� af Highway 2$'7. The appro�cimate spacing reqtiurec� betw�an graundbeds is 1,340 feet for this pipe section. In addition, the PCCP aptian will xequire three box�ding clips w�Id�d acrass each. jaint to ensuxe electrical cantinuity of t�e pipeline. Cathodic pro#eciion for th� � 36-iMch diameter with po�yethylene encasemes�t ductile iron pipeline wzll require seven {7) anode grouridbeds eac�. consis�iing of a g�ranp af ten, 48 paund prepackaged, magnesiwn anodes. The �ro;zndbeds will ba distributed as foll�ws; - Contract �: �our anode gro�.uidbeds sha11 b� installed on the pipe section insta.11ed sau� of Highway 287, The approximate spacing reqnired hetween graundbeds is 4,000 fcet for this pipe sectian. � - Cant�act u: Three anode groundl�eds shai� be insta.11ed on the pipe sec�an instaZled north of Highway 287. The appro�imate spacin� required betw�en groundbeds is 2,50d feet for this pip� sectian. In additznn, the ductile iron pipe optian will requir� two bonds thezmife welded across each joint ta ensure electrical eon�inuity of #hs pipelin�. Refer to Appendix G, �pecifcation for Magn�sium Anode Cat�a.oclic pratec�ion system; Appendix H, D�a.wings; and Appendix I. & 3.5 SO�N� BONDING & �LECTR�CAL �SOLATibN Far alI pipe materials, bonding af inechanicaI joinis is required. Bonc� cables should be therr�ite weIded across ductile iron pipe join#s. On #he other hand, steel clips should b� welded across PCCP joints except �vhen. �the joints are rest�ained by w�Iding. The new 36-inch pipeline sha�.Fld be �Iec�rically isalated from the exis�ing �ransmission mains anc� the latearals, � Refer to Appendix E, Joint Bonding ancl Elec�icai Tsalat�on; Appendix H; Drawings; and Appendix T. � � 3.6 AC NIITXGATION There �will not be any exposure of the buried pip�line to para�leIi�g high. ti � �o�tage overhead pvwer lines an therefare AC �nitigati�n procedures are - . not �.nticipated. � � r 3.7 TEST STAT��NS ,f Test sta�ons are required for both pip� materials at groundbed loaa�ians, cased cxassings, for�ign line crossings, major highway crossing, all ti�-zns , with laterals and spur lines, and isolatian joints. C�.thodic protection monitoring �est stations should aXso be ins#alled at �ocatians sv as to �imit the maximlun distance between the two test statio�,s to ona nule. Test station schedules far both pipe materials are presented in Appendix D. Test Station types are as fallows: 1. TS - S#andard pipe-to-soil� patential measurernent t�st station (see Drawing T5 type test statioz� in Appendi� H of this specificaiion). � � 2. CP - Test station in�tail�d at t�e ends of inetallic pipeline casings with lead wires ta the pipeIine anc� lead wires tv the - cas:ing (se� Dzawing CP type test station in Appendix H of this sp�cification}. CP test stations shall be insta�led at � both ends af all metallic casi�gs. � 3: FL - Test station inst�led at cxossing of undexground, stee� piping systerns owned by others (foraign pipelines) � (see Drawing FL �ype test station in App�ndix I� �of this � speci�ication). In addi#ion ta the test �ead wixes to be ,. instal�ed far the pipeline and t�ie foreign pipelin�s, bond , wires shall also be installed, one ta the 36" diameter water 7 Iine and one ta tha foreign pipelin�. T�e bond wires sha11 be No. & AWG, single conductor, stranded, �opper wire wz�h THW or THHN insL�ation. The insulation shall be white in cal�r for band wires installed on the 36" diameter water line and . red in color fox bond wiar�s znstalled an foreign pipelines. ' �. IF - Tes# sta#ion insta�Ied across ixisulating jo�.nts. {s�e Drawing �F type �e�t sta�i�n in Appendi� H of . this specificatior�), Note: Lead wires and 6ond wires are to be inst�lled an the foreign pipe�ines by the foreign pipeline owners. Carter &. Burge�� �wi�l m�ke �rrangements with the foreign pipeline owner� fvr installation of lead wires and bond wires on ti�e fareign pipelines. C�ntractor SHA,LL NOT fnstall lcad wires or. band wires an foreign pipelines. 3.8 C�NCLUSTONS AND RECOMI'ViENDATIONS The use of sacrifxci� galvanic anade type cathodic protection systems for bo�h pipeline schemes �rilI provide the means �for adjusting #he cathadic protection current output to accommodate changes zn pipe�ine coatings andlor soi� conditions. The monitoring' stations and perman�nt re�'�ren.ce �1�ctrod�s ins�talled at groundb�d lacations, ioreign. pipelizae czossings, cased crossings and buried iso�ation fittsngs wi11 allow for proper �ystem �onitaring and int�rference tes�ing. . $ -} � . � . � � , � '� � .; . :� : f -� . ir i� i, � � H -4� � :i ., � � r , � , � � _._z *_ TES'T` PRO�EDUI�� � . I, i1 ' � 1. � � � � �. 1 ` ` 0 r .. �� ; � • ��� � �g 1 L � ��� ���� i - 0 / �� � � �� � � ' / . ����,�p�, � °^'�--� @���$'����' � ' ��� ���F'A � �C�����.��a �Q�44z �p� ��������� ��� ���� , ����.���,j�'�`'� � . _ r.�\ _ �'+. ��`�� 2i5a2 Z! � � ����,p,�i1P��� ���` _ ��-- C+C��t�"�� �,� t���j�•'���`�� �.['+( ��4'����� J�g C��•: - ��}►1.. RE�'��'T��` _,...-�'� C1.4���' �t)GP'���: '������,� �,��(�: �s ..�- G�� �` �ur� � `• `oc�� GQ�� �- � �4Qt1 . C):P�T� �'� � 515�t�IT'1 M� ' �E��,�Q� gt�l� R� . a�15 � �p,iA 1���[�..l�E'^��'�S� TaTA�p��� �'� ��u�� F�•�-�QR �•�E� D�� REc�IS7��� 191,5 X ��T� . gpl� � OR t ap� SUFtFAGE (, � � ��H�Si g5?.5 � �A� PE� gPA�1M 5.3d� -� ,g15.Q AG 5A 1 � �,87�5 10 � 0.69 1� Q . ;p,L�� �Op,ipUGTllit�'r ,�StS�rtti!'rn ��,,�}Si ,�{}HN�-��i p.189 5��'75 p.i69 g A90 .� .�45 1,�2 ���? DA'��� p,p�i,IL� � RR� , .�i�5� S45'���1�5 �� �'A` . �,�c c,�Qt�.. F!� 1AYE� �YER ������E ��R` Y6R-{1�tCKN��s ��SlSTIVI'i`f $a�� SV�FAG��t BA'���'S �R �' FA�TDR. ({3l-Et�1►'GM! FR �,91STftiNCE p {7 ip 5 J�����TtVi'f"� C�{''(` (191•SXFE� r�D75 r� TO t0 GIiF�"�'� �C7H�'� 957-� 1.�g ,�p �'O � 5 ��HpS1 r,�,3+D0 g51.5 y 1,Atf8 p.'389 �1.723 gr�7-5 , . 0.�� 1.470 . p.68� F / i i / � �- _ � �. , G���: r� p,,���G, r �T ����p�� C�� t1�����`���� �►�������T � ae �¢.: _ ��������� � � ����, . ��.��r & �`�`��� #��. t��+°� ��ian Gon��, �� R�� 4�� ���A �� E �pGh�'����� " l���i`I ��R� � . 11. ��5 ����$Q�{ �t? �,� ����: 1�1�`s`�'1�� �. �-G+�t 1R�►� A_. r n.�..Gu��� r.bN'D�G�, � � / ���� /�� �pR��, 2Q°� � a�,-��: �- CD��RO COGYiPAN1�5,1�IG. - FIOL�Si01�, �IE?CAS ���L I�GSI�TII�f� I�EA�IDf�E�tlE[VT I1NF�I�I�A`f�OM C�IE�17': Carter & 8urgess J�B �10.: 343447 �oca�r�o�: Cantract l. Location #i 1 (47+50) � IP�Si1�4Ji1aII�P�'P CVS�1d; f�II.SSON 5�1� R�SIS'i11�IT1( METER, M40(l �A'�A �Y: �1-PI�V SOIL IR�SdST�V�7'� �A'iA SOIL lAYER �EPTH MEASiJR�� TOTAL DEATH CALCLILATED� FROEUI SUR�ACE (� OR RESISTAhtCE FACiOR RESESiiViTY� C�NDUC71VfTY ACTLIAL PtN SPACING (F7; (OEiMS) (19'[.5 X �P-fH) (OiiM�CAII) (AAHO5} 5.d 8.40 957.5 8,61 S Q.911 10.Q 9.00 1,9i5.0 'l.S15 1.Q00 'k5.0 D.'k4 . 2�,87Z.5 402 7.143 R�NR I�A1�E: APf2iL, 2002 BARNES �ROCE�lDR� ��IZ SQp� 1��S�SiQVQ'�IE5 B1r �,.AY�RS CONDIICTIViT1( RESISTANCE LAYEFtTHICKIV�SS E.AYER CHAAlGE CHAAiGE FACTOR R�SIS71VtT( SOIL lAYER RA�tG� (Ml-[05) (OI-�AAS) (79t.5 X FEET) (OHM-0M) FFtpNi SURFACE (Ff; 0.111 . . 9.000 957.5 8,6i8 lJ.OTO 5 0.889 'f.925 957.5 1,OTT 5 i0 10 6.143 4.183 957.5 156 10 i0 i 5 c�.a��vr: L.00A'f�09�: ca��p�a co��a�i�s, Q�c. - w��s�o�, r�►s S�IL. FtESQ5TQ1l��V G�Il�i4����ll�fi��1�' ��JF�ffS�tA��'I�� Carter S Burgess . ��g �Q.: Contract !. Lacation #70 (58+00) ._ , � , �- , 3034�47 BI�5�RQJT���Y �PS��: Ni�55aN S�IL RESlSTIVITY METER, M400 pATA �V: RRNR DA�'�: APRIL, 2�02 �-V°I�f 501fL F2CSGSTOV�'PY �A�A BAR�I�S �'ROCE��!!2� F�R SOIL Qt�SISTIVI'�aCS Bi( EA1f�IZS : 50iL LA1fER �EPTH �IlEASUI2ED iaTAL A�PTFf CRLGLILATEa CO�JDUCTfV}Ty RESlS7MlCE LAYER THIGIWES5 LA1C�R FR�AA SURFAC� (FT} DR R�SISTfWCE FACTdR R�SiSTiVI�Y COND�ICTIVITY CHANGE CHAt�GE FACTOF� RESiSTlVITY SO1L LAYER FL4iVGE i ACTUAL PII�I SPACi1�iG (FT') (OW{U�S) {191.5 X �EPTk-fj (OFfNi-CM) (EV!}-EpS) (MHOSj (OFiMS) (19�.5 X FEETj (�HM-CM} FRpM SURFACE (� 5.4 6.14 957.5 5,Bhi 0.164 0.184 6.100 857.5 5,841 f O.fl TO 5 'E0.0 1.fifl 1,915.0 3,�64 0.823 0_d6S � 2.t69 957.5 2,a77 I B TO 10 � � i5.Q 0.90 2,872.5 2,585 7.111 0.485 2.057 957.5 i.970 I 1+} T� 1 5 . ...�" . ..-�- � ��C. - �'C}6�s"�CSt�, �'�`� . � CClfi��P6i�S: .�- �dRR'�� T1�3'�''� �_ �,��-� ��FtiF�,� _ � � ���,� 303�47 �C3�� ���,��'�6V1'�'�'� �o� �a•� �—r`_...__. � f� . �""" ,_--- ��rter � �ur9£�f ��� �9 ����r5i� ��P@'6: ��t i. lA 17A��� �' �� .� _ p,�FtlL, 2Q02 --� C Gan �� ��(R ! �p�A'�d]�� �� � _ �- � � ��ER, �►`�OE1 ��`��` g�� �W FUR SO�L. �..� S � �tA�R L E,�,Y�Fi. RAMG� �515�1�� SdtL R'EStS"ft �- ��i+i�S 'PR�G� -[t�tt�KN gURFACE t NU.SSCII°3, � �1�� �� �.YER �� �SIST►VITY SUI -[ �lS�t3: �RESISTA,h� FA�T{�R . tg'l-l�ll-GM'! FROM 1�''�r"C$.l���� �t)I�iDIlCTl�![T`t ��� U.p'tC> 5 TA � Gtlp,trtGE �'E97 ��C FEET} .�,�49 � TO 1C �S�S'61if�"6''I �p Cp,LClJLA7� pi3C'fCJC�'� ({'�NE+JlS'} 95T.5 i,�� � SOIi: R �MKCw�) i0 `�� � 5 �..�6� ?f1TR� ��� gISTI'tit�i Y �h� 1� 120� 957.5 � �� � MF.ASUR� F�CTC3R � ���O5i 0,833 957.� . �f?li. t-p`YE�' p�� C?R R�SISTAI'�GE �194.5 X DE4'TN) [Qt19d1�-C�1 q.833 Q.�52 1,tf5t� 4 +6�+7 �q� SUftFACE t (�fiM�) �-� � 1.786 �2�4 CiN� ��j i.2D 1072 Z,ODO L�—� pGTUA1- P1N 5PA 1,g'E 5.0 i��� 5.0 0.58 _ �,�72.5 . - ��.o o.� . 15A �'"' - 0 / � � ;� � � / .,- ` �.�% �����'t � �� ~ �p4tP� B'�' `��A,��q,�: �,��, �4C1� �(7t�-'����5�`�� � ������ . 1N��'�`����t �5�� • �p,'f P� �-rti ���'��� • GQN���'� _.r�N1� _.�,.ni`{ ...�e � s . r���5���'�� � �,��.�_���' � � M o���R° ����A ��������� �'°�� . c . ���������1'� _ ��e �a' ,-�{ � ���„ C`���`��`� � ppR,�L, 2p°2 � . � i)A��' _� C�RRI�RD C(�6VIpAFi1�Ss 1�1C. -l�IQilSTOGrl� ��XAS 5012 ff���IST➢Vp�f i�[�AS�C^�IE�IIII�I�T �MF�IF�I�IA�'IO�V cIL�E�i: Carter & Surgess .l08 �10.: 303447 L��A�O�1: Coniract f. �.ocation #7 (86+Q0} I�VSTl�il�V7lEi�� l�SE�: NI�BSOIV SO[L F��S1STNlTY METER. M400 pATA 811: RRNR �AT�. APR�L., 2Q02 4PC�' SOtL S2IESQS'�[V�T1C DATA ` BARNES IPROC�[2LlCi� f�OR SDQL R�SQSI"QVIY�ES BX fL.��lEF35 � I� 5QIL LAYER �EPTH M�ASLiRED TOTA1. �EPTH CALCUTATE� CQNDEICTIViTY FtES[SiAN�� I Al(ER iHICffNESS LAY�R ; �RdM St1RFACE (Fly OFi RESIS�ANCE FACTQf3 EtESESiIVfN COI+i�LiCTiV1TY CHANGE GHANGE _ FAC"fQR RESISTiVITY SOfl. LAYER RANGE- ACl"EJAL PIN SPAClNG (Ff} (OFEMSj (191.5 X qEPTH) (QI-EM-CM) � (PAHOS) (iUfl-fQS) {OHAAS) (191.5 X F�Ef} {OHEU[-CIVtj �}ZOM SUFtFACE (FT 5.D 7.SU, . 957.5 1,724 D.55G 0.556 1.80U 957.5 i,724 0.0T'O 5 90.0 � 1.00 '' 4,915.0 i,S95 I . 1.000 0.444 2_254 . 957.5 2,154 5 Ta SO - -- --- - - - - - - . ..- --- 75.fl 0.74 2.872.5� 2.,726 --- ._7_351 ... 0.35'E 2.84& 957.5 2,725 lD 7� 1 5 � L � C�!E�iT: L' �CA�'I��: C012�IPR0 E'OIU�PA�fd�S, l�lC. - [H�IJST�II�, gIEXAS S�IL IiE5l�itl�all( �l�►��RE�IGN'T IlV��C�L��'I�N Garter 8� �urgess � .�OB P�O.: Cohtr�ct I. L�cation #6 (96+U0} � i � 3a344T � ! INS�Rd�I�i�A67 �JSED: NILSSON S��L R�StSTiV1TY MET�R, M4DD GDA7A SV: RRNR �AiE: APRfL, 2�Q2 �-f�Q�V SOOL RESI�'GIVIi1f �A'Q'A �AR��S P�OC(EDQldtIE �01� SODL R�SISTNITQ�S 131r lA1f�RS SOtL LAYER �EPT!-1 MEASURE� TOTAL �EPTH CA�CULA"fEfl � CONDi3CTlViTY RESISFfk�10E IAYER7HICKNESS LAY�R ; FROIN SURFACE (F"f� OR RESISTANCE FACTOR RESISTIV[TY CONDUCTIVITY GHANGE � Ct-tA�1G� FAC70Ft RES[STiVfTY SQIL iAY�Ft RANGE� iACTUAL PtN SPACING (F1'� (OHMSj (i91.5 X DEPT6-�} {OHM-CM} � (MHOS) (MHOS) (QHMS) (191.5 X F� (Ot{NI-CMj FRdM St1RFAGE (FT, ! 5.{1 S.tU 957.5 7.758 � �.123 0.123 S.iqfi � 957.5 7.755 O.OTO 5 I '[O.D 3.50 9,91a.0 6,703 I 0.288 O.lf2 6.i63 9a7.5 5,90i 5 70 10 , � - 13.0 2.D�- 2,672.5 . 5,745 I 0.500 Q_2'{4 . 4.567 957.5 4,4fi8 10 TO 1 5 caRap�o con��k�to�s, i�c. - �aus�o�v, -r�xAs 5�1� IR�E5��1'�VQ�V i�f'�►���CM�IV�' [fVFOFi�'AT��IV Ci��1�i: Carter & Burgess LQCA'�"1��8: Contract I. L�cafion #5 (1�6t00) li�5ii�l�fl�{�iVT lDSE[]: NILSSDN SOIL RESISTIVIN MEfEF2, IIA400 qAiA BX_ JOB P1D.: E2RNR 303447 . DAl'E: APR�L, 2�02 � I � 4�-C'�IV SOIL RESIS�1/�'�f �ATA . � . BA��IIES PROCE�URE FOR SOiL RES�S'TOVE7ilES Blf LAI��RS ' $OiL lAYER dEP'fH MEASURED TOTAL DEPTH CW..CI'1LATED CONaUCTlV17Y RE515TA(VC� EAYER �HICKfVESS EAYER FRQM SUfiFACE (F� DR RESlSTANCE FACTDft R�SIS71V1TY CDNDUCT11117Y CtWEJGE CHA�tGE , FACT4R R�5E5TIVlT' S�IL LAYER RAhfC,E ACTlIAL PIl�I 5PAC!{VG (FTj {Q!-EM5) ('f91.5 X D��7tij (ONNI-CM} (Mt-l�S) (NEHOSJ (aN[4AS} �187.5 X FE� (OHM-GM} FROM SURFACE [�T; 5.0 0.79 957.5 75$ , 'l.266 9_2sB 0.7J0 857.5 75B Q.� 70 5 7b.� 4.63 1,9i5.0 1,2afi 'E.587 - 0_921 3_� 11 957.5 2,578 5 TO 10 j 15.0 0.72 2,872.� --- 2,06$ i.389 -0.198 {5.Da0} 957.5 (4,82&) 10 TO 't � � 0 �I ca����� con���a�C�s, ���. - wo�sro�, �r�xas - � � S�I� l��SC��QV�1� �lI�ASl1R��ILi�i I�lF�I��1Ai20� . C��E�I�: Carter & 8�argess � JOE3 I�O.: 3(33A�4i L�CAT�O�: Co►i#raci I. Location #4 {114�-E�O) ,���Rr�p���'� �pg��; NItSS01� SOIL RESISTIViTY METER, M400 �ATA BV: RRNR DATE: APRIL, 2b0� 4-PIC+! 5��1. RIE�QSiLVf't"1( l�A'6"A • BA�N4ES 6�R�CG��D��r ��lR SO�� RE515�lV�ill�5 �V LAY�RS � S�li LAY�R dEPTH MEASURED TOTA�. DEPTH CALCULATEO CON�LlCTIVt7Y R�SlSTAIYC� LAYER Tti[CFWESS WXER FROM SURFACE {Ff) aR R�SkS7ANCE FAC"fOR ft�S15T1VlTY CON�UCTIVITY CFIATEG� CWAAiGE FACTOR RESISTNiTY S�[L IAYER RANGE� ACTl3AL PlAE SPA�iNG (Ff; {OHMS� (191.5 X d�PT�i} {OHM-CM} {MH4S} (NIH05) {OHMS} (191_5 X FE�Tj (Ox-IM-CNY) FROM SURFACE (F�?� 5.0 2.8fl 957.5 2,6B1 b.357 0.357 2.800 . 957.5 2,fiSf �.6 T� 5 I 70A 1.9Q 7,915.0 3,839 fl.528 a.169 5.9'E1 957_5 5,860 5�O �0 � 75.D 1.BQ 2,872_5 4,596 0.825 ' Q.Q99 � 10.133 � 957.5 _._. ._. 9,703 1fl i0 9 5 c��r��Ro coc��a���s, ��c. - �ou�sra�, ��as SQCL �E���1"�Vd`f V �I�A���IF�EI��fiV� �WF�F�i�►i��C� CLP�P��: � Carter & Burgess� ILOCA�10�: Contrac# l. Lacation #3 (724+00) Gf�S'fR4lRAEN'H' L➢5��: NIE.S509V SOIL RESfSTMTY M�TER, i1R�40D � pA'fA IBY`: JOB 1�(3.: RRNR 303447 I�A'��: APRIL, 20fl2 + �-I�iP� SOI'� �i�S15'T8VI1�f @A7'A BARAf ES F'lRC1C��llFilE ��lf� S�IL R�SHS�eVQT'Q�5 !3Y LAVIE�t� . SOIL LAYER pEPTH MEA5Uf2�D TOTAL DEPiH CALC�I.A7ED CONDUCTIVITY RESISTANC� LAY�R TFiICKNESS LAY�R FRO[u! SURFAC� {FT} OR FtES[S7ArlCE FACTOR RESIS'�iVt`iY CU�fDLl�`�N1TY CHANGE CHAiVGE �AC70R R�SISTIVITY SOIL lAY�R RANCsE' ACTUAL F1N SPACING (F'f} (pH�t1S) (191.5 X QEPiH) (QNM-Cl411) (MHOS} {MFk�S} , (DHMS) (191.5 X FF_ET) (OHIUI-CM} FRQM SURFACE {FTj 5.0 � 1.3fl 957_5 1,245 I A.769 fl.769 1.300 957.'5 7,245 OA70 5 � i0.� 0.73 7,915.0 1,398. � 1.376 � 0.60'f 1.865 957.5 1,594 5 TO 10 15_U Q.fi5 2,872.5 1,867 I 1.538 . � 0.969 5.931 957_5 5,679 1D TQ 1 5 � �� ' / / �,,5 � N��s.���y,� • �!(��S' 6��+• ������� �p�t�A -� �'������-�1�'j� ' ��R���t� '��1����� �� � ��� �� . ��tl. � . �--� G��� ���' �ani �A,�� g�+: �+pCA'C10�: /` �R� �40D �� $�� �a�� ��siS�''��'i�t ��1'�� �5E�= �t1� . !��''� �� ��.'Cl+. ����.'CE� �Q�a�{;�11t1't�t , SQ�L��$�^a� .�,a,'iA�-��� �S1S'�Y�� �1�DSi ��� ��4 �A�OR ���,p_CM� � 22Q M� �,�� D�p� �5l�T��� t191 �� �t. ��P� 't85 q �69 SOIL ��� D� �0�51 g�.5 � 3�'� 1.h29 FRa� SV�F�Gp,C,SNtt"s t �.82 � g15•a �,01'1 A�,��` �1N� p Q � � �'72.5 �p 0 D �� � �5.a ����? �pR1� 2�42 : 1�A`�E' "�''' _ �� ���5 � '�� R� c������wc��� ��� ,�ottrA'���'�'� � &pR �� ,�ic�N�� �sT��rt�r o� guc�A ���� pR�,���� � ��� �,Y�. �� vR '� ir►-�M� F� p.o�b � � � �4 GTl�tl`("t X��� 795 5 '(f} �"aE � 5 Cd������ �t� $� (10 '��.5 r�653 �p .� � � ��45'! �.82� �.5 �412� ,� � 5.90� 967.5 p,'�� 2520Q � �•D`�a . �OftC�PRO �O�NPAI�IES, IAIC. - h!DlJS�'09�, �'EXAS S�I� l,��ES�S�111'1'Q"'V �'VI��4S'�! r�lE�l[�ENIT �N[I=QIR�I�`�IONI . ��p��T; Car�er 8� Burgess .DOB NO_, 3Q3447 LO�AT'IOdV: ConVact !. E.r�ca�on #'i ('t44t�0) . p�g'j'�p��pF_��' 1_l��p; [�11LS801`! SOIL RESISTIVITY METER, M40U pA�'A BY: �&-PCIVI SD�L I�ESISTIVM( �A�A i SOIL LAY�R D�PTF-E MEA5UE2ED TE]TAL C3�P7H CAI.CiJfA� FROM 5LIRFACE (FT) OR FiE51S�ANCE FAC'fOE* RESISTIV(TY COf+II)UCTNITY AC�'{1AL PIN SPAGZMG {F'f) (Of-1hk5) (7Si.5 X pEPTH) (4l-1lJi-CM) {MHOS} 5.0 � 1.40 957,5 ' 1,341 t}.714 1�_fl 1.00 'l,915.0 1,9'k5 i.D�U i5.0 6_78 2,B72.5 .2,241 1.282 RRNR DAT�: APRIL, 20Q2 �AIRWIlE5 f�ltOC��4JRIE IFOR SOlIL R�S45T�V!'���5 BV �A1�I�R� CONflUCTIVITY RE515TANC� lAYER TE-lICKNESS LAYER CHRI+lGE . CHANG� , FACTOR RE5ISTI�IETY SOiL iAYER RANG� . (Mi-i�S� (OHMS} (Y91.5 X FEE� {OHM-Cl�11) FRfl11R SURFACE (FT, d.7f4 � j.4Q0 � 957.5 '1,341 0.0 TO 5 0.286 3.5(1� 957.5 3,351 5 TO 7D --O.Z82 3_545 957.5 3,395 1i} TO i 5 , � �-- ` — � ,� . , _ ,_ � ��� �a����`.�. - c��p�� ���,���T ������� ��� r��`�- ��� Ca�� &B�f 9��� .. , �,c,��°t`� g+a� � �../ ,�,�!'��`t' � �����Y; `�A,���l: . � ���,�t4�� . 0� gpgi. RE���`��`�'{ , S5 ����� �5��• N�� it���' _. -rt�tT� ��"`�A Cp,,����`'i�� ��V�� �. _..aTt-� _t�.rPCt ...ur. / �s �;��` . �- ����'��"�'���' 3°��� ,��� �°' �RZL.�p°2 Cl,p,'fE: �-� � � 4 . � ��J�III�P��!l�S� tI�IG. � f-�tJl�S'�Ol�� ��.�� GO��� . ����,�.� ��,,���4t14'�A'����1 ��aL RES���1V1`�C ��`��!! ,lt7B ��= Ca�er & Bu�ess +�Q) �Ll�l�`�: r.. �o�+tract 11. l.acation #2 (�0 LOoCP�'�Q9`�. _ �R. M�O� �A'`'�A BY� . . �1�S5at�1 SQI�- RE51ST4VlT''f i''�� ' ��5`�4ZLlt�1�9+1'� USE�- . ' � apTi� ' �_'pl�'f SC114.. FtE5�S����� �� CA►-GULAT�D C4NC�UGTIVIT`! ��u�p TOTAL DEAT!-E FA�OFt RESfSYI'�itTi ' ' tM�-4QS? SflIL �A'�ER fl�PTH pEPTEi'} LC7HM-CM) p.333 �SISTAiVCE �19�.5 X �php Sl1R.FfrCE t� OR �UHMS'� �„873 p.5�6 ; pG f UPJ- Pii�( SPACiNG f� 3 OE! g�'� 3,�+39 7 915.0 {1.768 �-� �5.� 1.9Q 3,734 _ 1� � � �,872.5 � .3Q � -� 15.� �� 3Q3��47 DA���� pPRfL, ��a� RRPJR _ � ' &tS R�Fi� FO�. St?lR�.. R�S�Si1V�SS � B�''`e'ER YER FtP,hl�� . BAC�t'��S PEtCJ��.� �,,��-�i,lCKAi� Sp4L 1A RESISTPP►GE � FACi'OR FtES►5'fl�JCR� C71V1TY Fft01+�15URFRCE iF�'; GfJhlDU ��p,�GE {OHM-CNCi p.0 TD � CHA�NGE " {OHtrAS! �, �i97 .5 X FEEn . 2 873 � i'C3 '►� ����� 957,6 � �2 . 3_0t3d 10 'iC� 1 `� _ - - � �3 g57.5 �.3�3 • 5.1 S2 3.942 . Q:i93 ' 967,5 4.M117 U.F4�� ' , � � / �' � �� � � � . �� ����� �g�sg��s ����: . / . �����,`l. ���p,��a�. �E�"' ���� . �,��g'C!`��� � N�L�s�'N �p1�.R . � �g�.a• A ��ii ��`1 p�'�S ���� _���S�M'�'�` ���oEp� �� � �"C'� G�N��,py1t ,��� // ` , � - ���� , Ga��R�� Gp�'���a �����'� . ���� ����� �� ������ �� ,�� y�- �F�������� 3Q��� i ��� ��,.: . Ap�1L' 2�� '�,p,TE' CO�ZRPR� COIUa�A�II�S, IRVC. - k1�1�5'TOPI, T�XAS soa�. �.�si��rvi�r ��a�s�r����n�r ������a-r,�r� C�.IIE�d�': �OCA�COf�: Carter & Burgess Con�ract ll. Loc�tion #4 (40+60) �I�S�IZ�MEPTf �ScU: MLSS�l1� SOii. R�SISTIVITY MET�R, M400 pq�A fBYc �-E'IPI SQI�. �S�S�iViiY DATA . � SOlL LAYEti pEpYH M�,4SUR�D 7'QTAL OEPTH CALCliLATE❑ - I FROM SIIRFACE (FE] �R RESISTAPiCE FACT�R RESfSTIVITY C�NiIUCTEVIiY �AC1UA� PIN SPACIi�IG (F.7) (OHMS) (i9#.5X D�PTFE) _ (�tiAA-C[�) {lVIHOS} 5.0 p.80 857_5 78fi � �'t.250 1 D.D • [}.36 9,915_0 689 { 2.778 � 15.0 ? -- - a_40 2,87�.5 1.349 . � 2.504 .�a� �i�.. RRNR 3Q3447 DAYE: APRIL, 2�02 � BAR�I�S PROCIED�IRC �OR SDIL. R�SaSiQVf�'!ES �Y LAY�RS COMpUC�IVITY RESISTANC� IAY�i� 7'HfCtfNESS lAYER � CHANGE C�GE FACTOR , � RES[SiEV1TY S�[L LAYER RANGE {MH05j (OHf4��j � (191_5 X EE� (�HM-CN[) �L20Nf SURFACE (FT 1.25a 0.800 957.5 7S8 D.if TO 5 1.528 O.fi55 957_5 627 5 T4 70 -4.278 - {?�.60f]) 957.5 (3,44.7} 10 i0 4 5 � co���o co��a�i�s, o�c. - t�o�sro�t, -r�,s � ���� l��S��TaVl�l( I�IE�S4lRE���(T INF�C��IA�I�N C�Q��I�r: Carter 8� Burgess ,p��g �p.: . �.00ATIQi�: Cantracf f!. Lt�cat�an��� (51+50) , I ' _ 303A�7 I�V�iR�l6�1l�N�' �S��: hlfLSSON 501� RESISTIVIT( METER, fIN40� mA�"A 137C: RRNR � � l�A7'E: APR1L, 2R�2 4-�Of�;, SQflI. R��iSiIVIW �A�A �AR�UIE� PlZOC�DUlI�E FOR SODa I�ES�S�CVQ�'I�S �1� LAYIEt�S . SQIL �.AYER D�PiH. NfEASUFiEQ TOTAL DEPTH CAL,CULATEO CONDUCYNIYY RESISTAl�fCE LAYEf{ T�ICIW�SS LAY�R ' � FftOM SURFAC� (F7) OR RESlSTANG� FACTOR RESISTIVl�Y COIVDl3CTIVITY� Cl-i4NGE � CHArlGE FACT�R RE51STiV[TY SOi�. LAY�R RANGE AC'Fi,JAL P1hE SPACING (FT) (OHMS} (191_a X �EP�PH) {OHM-CM) (t�kHOS) (MHOSj (OHMS} {791.5 X FEE'�7 (OM�A-CM) FRONI SURFACE (hT; 5_� 0.7U . 957.5 670 1.429 'f.429 0.70� 85i.5 G70 0.4 TO 5� 10.Q 0.80 i,945.4 1,149 1.667 a.238 4.2Q0 957.5 4,022 5 i0 'tLl . 95.4 D_69 � 2,872.5 1,982 i.449• -0.217 (4.6QQ) � 957.a .{�},405) 10 70 7 5 S ' ����'T����� ���r�=�pL�. - �a�,���p G�,���` . �������"�i��l . . ���'��`���� �Q� �- 1�'���'��Ti�to� � ,�o� S� �� G1�E��: �,pGP��1���' ��-� �SE�: �urgQ�s �ar� �` C��'i 1� � � � ,�R, �j4�� N ��1� �Eg1ST1�J1� �E 1`����Q �� .� ¢[�as��'� �yp�A ��. �� ���� � ��� g1S ,��1�+1'����SURE� �Q Fp+�T'�%R ) �,��, t7EP� R�$1ST�� ��*�1 �5 X �� g{yIL�UR'��"� (.� OR tUH1�R'Sl g57.5 FR,OM . �� s�p�C1M� � p.6t3 . � g15.0 ��-(UA� � � � �y 46 ��872 � �o.o o.a2 �� �► - �p��M'► � 881 � ��'CA ��. �- Ca��,��T►� �,�ps1 1 �5C► �.17� 2�� �a�� —� ��,��� ��"�2 �p,`�E. � .' R��` �'S V1T1�� �� �� C ��giS`� �,YER �,A,YER � ���� ��� �o ��FN�GtCN��s REgls'�Eri1�C'� ��0� ��RFA'�E t gp,R�►�� �R���s�s'��Nc� ��FP�r��. �QH��s�) a 4 to 5 plyG'tiV1T`t �IiANGE �S � ��� 166 � -{O '10 19'� . �Q C1iA�r'� ��K�JIS'1 t �357.�5 � D36 �p Tp i 5 €�Has� o.aoa ��r.5 � �� . i �5t� h.p82 �57.5 . p 924 4.#�a 0 �7 CC�EP�'P: �OGA�'�OM: ca�R��o �a��a�uees, en�c. - �-�o�asrocu, �r�s S�CL �SI��'�1��"�"V I1VI�A��F�E�ll�l�i II���Rlf�i�►id�� Ca�:r & B�rgess �i�B �p,; - Canfract !I. L.acation #7 (68-�5�) . . INCSTRdDII�E�I�� USIEt3: !�lLSS�N S�iL RESISiIV�iY filIETER, M400 �AgA 13V: RRIVR . 3(}3447 �A�IE: APRIL, 20D2 4-PIA1 �DLI. Ea�SIS'rNl�'Y QATA I f3A��i�s P�OC��d�C�E ��}Ft SDd� fi�S�5T1V1'H'�CS BV �A1f�RS . SOIL lAYER �EE�TH i1AEA5iffiEO 70TAL QEPTH CA�CUl.A7'�p CON�UCTfV1TY FtESiSTA�iCE LAYEFt SHiCKNESS LAYER FROM St1RFACE (FT� QR RESIS7ANCE FACTOR RE515TIVI1'V CONDUCTNi7'Y CHANIGE CHA�tG� FACTOR RESESTIVITY S�IL LAYER RANGE ACTtJAL PIN SPACINC= (FTj (OIiiU'i8} E191.5 X ��PTH) {OHM-CNI) (iVIFiOS) (NEH05) (QHMSJ (191 _5 X FF..�T} (O�-[M-CM) FRAM SURFACE ( �.0 2_SO 95i.5 2,68� . Q.357 0.357 2.80Q 957.5 2.58� Q.0 TO 3. 10.a i.64 1,975.0 3,064 ! O.fi25 . f1.268 � 3.733 � 957.5 3,575 5 TO 10 '[5.a i.30 . 2,972.5 3,734 I. 0.769 E1.144' 8.933 957.5 � 6,639 �Q TQ� 5 , � COI��fPR� C�iVfPAl+ilfES, IQdC. - FlOIlS�DE�I,1'EJCAS 303447 �A��: S�dL C�lESI�TCVQi� �t1�Sl.D��E��IVi7' ��IlF�IF��fiAY�m� CL��IYI'�: �flCA'GLOI�': CarEer & Burgess � contraci [I_ �ocation #s {7e+so) :s�� n�o.: RRNR E�RST'R�1111JJf��1T US��: fV1LS5aN SOI�. RESiSTlV1iY METEF�. M�DO pAiA �Y: APRI�, 2002 �-1'01� 5�0� IR�SLS�'IV�TY �ATA � RAIZE��S PI��CEl7lDlRE IFOR S�I� R�SaST�VI�"IES BV aAV��tS , 501L LAY�R QEPTH M�ASURED TpTAL D�PTN CRLCU�AT�� COAEDUCTIVITY ft�51STAIVG� l.AYER THICKNESS LAYEK FROEVI SlJi�FACE (F"f} OFi R�515iAiVC� FACT4R F�SISTNiTY I C�1�[BUCTIVlTY CHAAlG� GHANG� FAGTOR RESISTIVITY SOlL LAYER RANGE ACTUA� PIN SPACIiJG (Fi'j (ONM�S) (i9i.5 X DEPTH) (OHM-CM) � (fiAHOS) (MHOSj {OHMS) (i9i.5 X FEECj (OHM-CN4} FROM.SU#�FACE (FT; 5_0 0.7$ 957_5 747 � 1.282 1.282 0.79Q 957.5 747 0_0 TQ 5 1I7.4 �.5� 1,915.0 958 2.E300 (3.718 9_393 957.�a -. '1.334 5 i"Q iU � 15.Q O.qS . 2,8725 - 1,�93 2.222 fl.222 4_50Q � 957.3 4,309 10 TO15 � G 36" Water Line to Sendera RAnch Fareign Line Crossing Patential Survey . . I Chainage Faz�efgn Pipe�ine ID Potential Remarks (mV-Cu/CuSO�) I 22+10. T'�U' Lane Stax Ga� Pipe: -I215 .East of Willow Springs Pipeline Rd. Contract I�i. -� 22+00 TXU Lone Star Gas Pipe: � 1217 � West af Wi�Iow Springs Pipeline � . Casing: -?38 Rd. Contract II. � . � � ,�, ,` .1 � Q �, � . 1 � ., i ; � , � 1 1 0 ����, � � : �� '��R� �� ���� n i1��i���l�.�" S�� ��XSIS ��N'�: �'�r��n- & B��ess �O� NYTll�]�R: 3434�7 FN�`IlV�ER: ltafa�� R�d��n�� ���1��: �V���� L�.ne t� Semmd��-� ���� �Fk��l�: ��axs��m � �AT'� ]�E��]�E]D: �9�Ql��Id�2 ��� �II'I': (64�/�0/�� 7C�C��A,.N: N�a��y J���ab ISAiV��,E 1VI�gS�'LTl� ��[ �i�L�R�DJE 5i7�L�'Il�� C�iVD�3C'�'IVI'I'X 50I� ���L � , I�D °/a Ppau� ]P�rna . µuih�s 'I"�°� C��.��3 ! i �-A 28.98 S.Q 94 (} ��,442 Clay Loa� . Gray 8c.'�'a� � (O+fD�) _ � _ �-� , � 22.58 8.2 '12 0 506 Si:lty Clay Loasn '�'an . � �29+0�) � II-C 27.86 . 7.9 �0 0 SOS CYay Laazm Dar% CYray (77+Q0) II�-A 3�.93 8.2 130 0 1,588 � Clay Loam Dark �'xray (9+�0) , . � . i YI-B 25.{14 8.1 b Q � 535 Ciay Loam , i3aik �'xray j � (SS+�dl) . � � ' � � ' . � , � � � APPEI�DI� D TEST �TATYO� �CI3EI�ULE t �. � , � � Statian �iTo. �+50 . l+oa i2+00 24+00 25+54 �s+ao 29+50 36+OQ 48+04 53+50 60+00 72+Q0 84+00 96+00 108+OD izo+ao 132+OD 134+50 145+00 1�45+36 � - Contraci � 3fi" Water Line to Service �end�ra Ranch Prestressed Cancrete Cyiinder Pipe Option Test Station Schedule � Descriptio�. Type - Bonds Ranch Rd. Crossing CP - Anode Groundbed Loca�zon T5 Anode Groundb�d Location TS Annde Groundbed Lacation TS 18" RCP Czossing FL �� Varn Zandt Ga�� �,n,. Crossing CP 6" W Crossing FL - Anofle Groundbed' Location TS Anode Ground�ied Location ' TS Willow 5prin�s Rd. Crossing CP Anode Graundbed Location TS Anode Groundbed Locatian T� Anode Groundbed Lo.ca�ion T� Anode Groundbad Location TS Anod� Crroundbed Location TS A.node Graundbed Locatifln TS A,nade Groundhed Laaation TS� Blue Mound R�. Crassing CP Anode Graundbed Lacation T5 U� HWY. 287 Crossing �P S�at�on No. 3+53 9+00 2Q+00 22+10 33+00 45+p0 57+00 61+i� 68+00 79+00 80+20 � Contract II 3�" Water Line t� Service Sendera Ranch Prestressed Concrete Cy2inder P�pe Op�i4n . Test Statian Sckeedu�e � DescriptiQz� Type U� HWY. 2$7 Crassing CF � Anode Groundbed Location � TS Anode Graundbed Loca�ion TS .. 8" TXU Cras Pipe�ine Crossing F'L Anad� Graundbed..�acation TS � Anode Groundbed Location T� Anode Grotindbed Lacation TS Boaz Rd. Crossing CP - Anade Gro�.ndbed Locatian TS � Anode Groundbed Location TS Avondale — Hasl�� Rd. Crossing �P � � � .� � .I� Sta�ian No. 0+5� 21+40 25+50 29+00 2�+5Q 53+50 62+00 88+40 �31+00 134+50 145+36 Contr�tct I . 35" Water Line fa �arvice Sendera Ranc� Caated Ducii�� Iron Pipe Option Test Stahan Schedule . D�scrip#ion T�` �e Bands Ranch Rd. Cxossing CP Anode Groundbed Locatian TS 18" RCP Crossing FL � Van Zandt Gate Ln. Crossing CP 6" W Crossing FL WiIlow Springs Rd. Crossing CP Anode Groundbed Location TS Anode Gxoundbed Location TS Anode Groundbed Location TS B�ue Mound Rd. Crossing CP US HWY. 287 Crossing CP Cantract II 36" Water Line fa Service Sendera Ranch Coated Ductile Irnn Pipe Op�ion Test Stat�oa Schedule Station No. 3+63 19+00 Descriptian US H�NY, �87 Crossing Type CP TS FL TS CP TS CP Anode Groundbed Locativn 22+� 0 8" TXU Gas Pipeline Crossing 43+40 � Anode Grouridbed Lacation. 61+10 Boaz Rd. Crossita,g 68+00 Anode. Crro�ndbed Loca�ian 80+20 Avondale -- Haslat Rd, Crassing I r � � I � i APPEI�TI�I� E - � � � SPE�IF�CA��O� �ECTI�N 1�640 � JOr1�T B�I�TDYI�G �l�TD ELECTRICA.L ISOLATI�ilT � �. f� 1 , 3b" WATER LINE TO SENDERA RAIVCH .�OINT S�NDTN� A1�TD FORT WORTH, TEXAS �LECTRSCAL ISOLATXON B. Provide manu�actur�r's cerki�catian that alI isofation de�ices m�et th.e published materi� s�ecif cations. C. AIl mate�ials, fabricatian, and installations ar� subject to inspectinn.arid testing by the owner or its designated xepresentative. P.ART 2 PRODUCTS �.0� DESCRYPTTQN 4F MATERIALS A. �oint bonding and eiectrical zsolation materiais�tv �e incarporated into �e praject include, but are not li.mited to, the fallowing: 1. 2. 3. 4. Electri�al cantin�ity bonds. Flan�e isoTation assemblies. Casix�g spaCers. End ssals. �.d2 ELECTRICA� CONTTNCT�TY BOlYDS A. AppIications: Requ�red app�ications for elea�xical continuiiy bonding incluc�es the followi�g: 1. 2. Boi�c�ing acxoss baltsd joint assemblies. Bondirig across ga5k�ted jaint assemb�ies. B. Pr�paration ofPxestressed Cc�ncrete Pipe for bQziding: 1. 2. Aptil, 2002 Gen�r�I: a. Fabrication: Us� prestressed coricrete pipe far t.�is projec�t that has � been � fabricated �n such a manner as to estahlish e�ectrical continuity between metallic components of pipe and jaznts. b. Acceptable Methods: Establish electxical eontinL�rty as inciicated ixi drawings and speaifications. Criteria for Electric Continuity: a. Tez�si�e Wire: Pipe mataufaaturer shall obtain a� resistanca no grE�t�rfhan 0.03 ohms ba#we�n any urir� anc� steel joint ring at end of pipe� farth.est from that wire. Manufacturer shall state valuas obtained a�d method measurement. b. Interna,l Pipe .Toint Camponents: Pipe manufacturer sha11 obtain resis#ance o� less #han 0.03 ohms b�tween any componen� and steel pipe cylinder. i5640 Page Z of 9 36" WATER LINE TO SEi�FDERA RANCI� FORT WORTH, TEXA,S � 3. Steel Cylinder Continuity: JQ�NT BONDING AND EL�CTRICAL ISULATZON a. Esfablish. cantinuity of all joint componenfs an,d steel cylinder. These campanents include #h� following: 1) 2) 3) 4) Anchor socket brackets. Anchar socket, Spigot ring. Bell ring. b. If nnechanical cantac# does not provid� a resistatice of less than 0.03 o�uns betwean components, tack weld component to provide e�ectrical cantin.uity, 4, Elr;ctrical Bond �Clip: Three ASTM 3b6 steel bonding clips, eacli approximately 0.19 inc$es thick, 2.5 inchas long, ata,d 1.0 inches wide, shail be welded with 1/8-:�n.ch fillek welds to the bell and sgigot of adjacent nan-weldad. bar-wrapped concrete cylinder pzpe or mortar coated steel pip� with rub�er gasketed joints. Manufacture c�ips to maintain continuity regardless of small deflections af finished (mortared}. joints. _ C. Preparation of Ductile Irnn Pipe for �onding: Install insulated band �res as shovvn on drawings. �` D. Electrical Bonc� '�Vires: Electrical bond wire� sh�ll be a rninirnuin No. 2�WG, . . sev�n strand, copp�r cable, furnished wit�i TH�-IN insulation. One incli of TI�IN I � ixisulation shall be removed fxom each end of the bond� wire. T�ie minimurn nwnber of bond wires sha11 be pravided as shQwn an drawings. . �.Q3 FLANGE ISOLATION A. Applications; Required applicatxo�s of , c�iel.ectric flange isoiation AS5B�I711�5 , include bu� are �,ot limited to the �ollowing: . 1. At selected lacatzons where naw piping is mechaniea.11y aonnected ta e�isting P1P��• . 2. At sel�cted below-�rade to aboveground piping tra3zsitions. B. For bar-wrapp�d cQncrete pipe or mortar coated steel pipe, pravide eleetrical isolation by installing insulating kits, composed of: 1. Insulating Gasket: a. For piping sized 30 inches in diameter and greater, pra�ride Pyrox � , G-10 with nitril� seal, Type "E�" LineBacker gasket as manufactured by Pipeline Seal and Insulator, Inc., or appraved equal. , � ' 15640 April, 2402 Page 3 of 9 3�" WATER LINE TO SEND�R.A R�NCH �J4iNT SONDING AND FORT WORTH, TEXAS ELECTR�CAL YSOLATIOlii � b. Far piping sized be�ween �2 inches and 24 inches in diameter, provide Phanvlic P�I wi�h nitrile seal, Type "E" LineBacker gaske� as mar�u�actured by Pipaline �eal and Insuiator, Inc., ar app�oved equal. � c. Alternately, pravide plain-faced phenolic gasket, as ma�ufacturad ���y Pipeline Seal and Insulator, Zn:c., ar approved equal. 1'lace phenolic gasket i�etwee� twa full-faced gaskets. Provide cloth- inserted rubber gasket material, 1/8 inch thick in accordance wifikx AWWA C207. Use'factory cut gas�et� of proper dimensions. 2. Sleeves and Washers: a. For piping si�ed 30 inches in diameter and greater, provide full leng#h mylar sieeves wzth, l�yrox G-1�0 washers, dou�le washex �sets as manufactured by Pip�lzne Sea1 and Insulatar, �nc., ox a�p�oved equal. � . ' b. Far piping sfzed between 12 inches and 24 inches in diarneter, provide fiill Iength mylar sleeves with Phenolic washers, double washex sets as inanuf'actured i�y Pi�el�ne SeaI and Insulator, Inc., or appraved equal. � C. For ductile �ron piping, electracal isnlation sha11 be provided ihrough the instalfatioz� of the followirig material�: � �. Fiange conneciion to Lock J'oint bell adapter. . 2. FIange connection to I�ock Joint spigof adap�er. . . 3. Insula�ing Gaslcet: . � a. For piping sized between 12 inahes and � 48 irzches in diameter, provide phenolic 1'ST with nitrile seal, Type "E" LineF3acker gask�t as ma,nu�'actured by Pipel.i�ne S�al� and Insulatar, Inc., or approved equal, b. The Contractor may pi�o�ide, at his option, a p�ain-faced phenolic gasket (as manufactured by Pi��line Sea,� and Insulatar, Inc., o:r� approved equa.t). The phenolic gaake# sha11 be placad between twn fulI-faced gaskets. Pro�id� alat�-ir�ser�ed r�tbb�r gasket material, 1/8 inch thick in accordance with AWWA C207. Gaske� sha�l be factory cut to proper dirnensians. 4. S�eeves and Washers: � � . a. For piping �ized between I2 inches anc� 48 inches in diam��er, provide fiill length mylax sleev�s � with phenalic washers, doubie wash� set,s as manu�actured by Pipeline Seal and Insulatar, Inc., or approvec� equal. D. Caatings for bwr.ied isolation flanges shal! b� the Densyl Tape system man�actuted by Carboline and consisting of Densy� Mas�ic, Densyl Paste and Densyl Tape. E. Th� inside oi isalation jo�.ts shail be coated with epoxy %r a distance of 2 diameters in each directian from the joint. 15640 April, 2002 Page 4 of g 36" WATER LINE TO SENDERA RANCH FORT WORTTi, TEXAS 2.04 CASING SPACERS S�INT BQNDING AND ELECTRICAL ISOLATXON � A. For 42-inch and smaller water ar wastewater piping installed in tunn�ls or cased crassings, install casing spacers b�tween the piping� and the casing or tunne� iinex to pro�ride electrical isoiation. � _ B. T�ide diameter af casing ar tunnel liner must be 4 inches greater in diameter than �the autside diameter of the piping. �n the case of inechanicaliy coupled piping, the casing rnust be a minunuzn of 4 in:ches greater in diameter than the outside diameter of the coitpling at its targ�st poinf. C. For welded steel pipe 12-inch diameter and smaller, use injec�ion mvlded polqetYiylene insulators, Model PE as manufactured by P�pelzne Seal and �� Tnsulator, Inc. or approved equal. ' D. For a11 other pipa matarials k2 inch diameter and s�.naller, use 8 inch wide steel insulat�ors wzth 2 inch wide glass reinfarced nuuxets; Mode! C8Gn2 as . manufactured by Pipeline Seal and Irtsulator, Inc. or approved equal. � � . E. Far all pzp�g sizes betvveen I2-inch and 42-inch diameter, use 12 inch w�ide steel insulators with 2 incb wide glass reinfozced rnnners, Madel C12G-2 �as . manttfactured by Pipeline Seal and Insulator, Inc. �r appraved equal. F, The oasing spacer manufact�trer sha11 design and certify the casing spacexs for fihe intended pipeline laada, �.05 CA�ING END SEAL� A. For all pipin� less tlzan 24 inch diameter, use hard r�.tbber seals, Model PL Link Seal as manu�actured by the Thunderline Cvrporation or approved equal B. Fo� atl piping 24 inch diamater and greater, use pull-on, 118 inch thick, synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and Tnstilator, Inc. or agproved equal, C. Casing End Seals shall be as shown an the plans for the 54-inch pipeline. PART 3 - EXECUTION 3.Q1 INSTALLAT�QN QF Ei�ECTRxCAL CONTINUITY BONDS A. Tnspectiar�: Use continunus bond wiras with n.o cuts or tears in the insulation covering the cond�xctor. B. General: Attach bond wires at required locations by therrimite welding process. Attach bond clips #�y arc-weld pracess. C. Thermite Welding Methods: Parfoxm thex�nite welding of band wires to piping in the following manner: 1s64o April, 2QD2 , P�ge S of 9 36" WATER LINE TO SENDERA RANCH J'OZNT BONDING AND FO�.tT �VQRTH; TEXAS ELECTRi�AL �SQLA.TION 1, . Clean and dry pipe to which wires are to be attached. 2. Use gxinding wheel to remove, all caa�ing, mill scale, oxide, grease, and dirt fram an area a�proximately 3 inches squaxe. Grind surface to bright rn�tal, � � 3. 4. Q 7. � R�mave a�p:roximately 1 inch of insulation fram each end of wire td.be thermite welded to pipe, ex�aasing clean, o�da-fre� capper for welding. �elect�proper 'siz� thermite wel� rn.o1d as r�commended hy xnanufactur�r. �lace wire betw�en �raphite mv�d and ihe prepazed metal sur�ace. Piace metal disk zn battom of moid. PoL�r thermite we�d charge i.rito the rnold. Squeeze bo�tam o� cartridge to spread ignition powder �nver eharge. Close mold cover and ignite st�ting pawder v�rith £lint gun. Aft�r exo�hermic reaction, remav� thermite weld mold and gently strike w�ld wit� a hammer to remov� weld slag. Pu1T on wire to assure a secure conn�ction. If weld is not secur� or the 6ond breaks, r�peat prflcedure with new wire or sirap. �f t�veld is secure, coat a�I bare metal and weld meta� wifiz Kop�Coat. Cover caated weld with a plastic weld cap, � D. Post�-Installation Tnspectior�: Post-installaiian inspection of all electrical con#inuity bands shali be made thraugh a visual axarnir�ation af each thermite weid connectzon �ax st�rength a�nd surtable aoat7.n.ng prior ta backf"illing. In addition, perfor�n one ar mor� aithe follorving tests: � 1. Circulate current through pip� using DC power resistance thxough known length of pi�e, Rasistance � 15�% of thearetical r.esistance for pipe and bands. srxpply. Calculate mu�t not exceed 2. Measure resisfance thraugh select bonded joints with a digital law- re�istanc� arunmeter {DLRQ). . Aesistance of Q.OD 1 ohms or less is acceptahl�.� � 3. Position a� CSE at a stationary lacation adja�ent to bonde�. pipeline. . Impress a ter�porary current on pipe, Recard static, current-applied, and instant "o�" pipe-ta-sail potential readings alang the pipe retative to the stationaiy CSB. � � a, Statia patentiat measurements re�erenced to stationary CSE must be nearly identical along�the pipe to indicate eiectrical continuity, Znstant "o�'f' potentials re%r�nced ta stationary CSE mtzsf be nearly identieal along pipe to indicate eiectrical continuity. . � S 56�40 Apri1, 2002 Page 6 of 9 36" WATER LINE TO SENDERA RANCH JOINT BONDII�G AND FORT WORTH, TEXAS ELECTRZCAL �SOLAT�ON 4, S c. '�he difference between the instant "affl' and the static potential referenced ta stationa.ry CSE rnust be aqual at each pairii of contact to pipe to indica-�e elec�cal continuiiy. �.f any of �ie abave procedures indicates a poor quality bond conn�ctiQn, r�bond the �oint. � Record rasults and submit to the owner or its designated representative for appraval prior to backfilling. � E. Backfilling of Bonded J'aints: 1. P�rform bacicf ll3n� of banded pzping in manner that prevents damage to the bonds and all cons�ections ta the metallic stxtictures. � a. . Use app�opriate backfill iziateria,l ta completely co�er the electri�al bond. � b. Pxovid� pratectian so that fi�ture canst�uction activities in the area �ill not destroy th� bonded connections. 2. If construction activity damages a bonded connection, install new bond wire. � 3:U2 Il�TSTALLATION OF FLANGE TSOLATYON DEVICES A. Plac�ment: In�tall isalation �aints at the locations shawn an the cirawings. B. Assembly: Place gasket, sleeves, and washers as recommended by t�i� manufacturer. Follaw' manufac#urer's recammendations far even tightexung to � pr4pex torque. C. Testing: Immediately after an insulatuxg fitting has bee�t instal�ed, tes� electrical isa�atian with a Gas Elec#ronics model, 601 meter. Fully dvc�,unent test results. D. Painting: I3n not use metal base paints on insulating fittings. E. Encapsulatian: Encapsulate k�elaw�grad� isolation jair�ts with the Carbaline Densyl tape system, or appraved equal, after the isolatian joint has been tested for effectiveness. 3.U3 INSTALLATION OF CASING SPACERS A. Assembl� an�d securely fasten casing spacers io the pipelzne to be installed in� casings ar tunnels. . B. There rnust be no inadvertent metallie cnntact betrveen casing and carrier pipe. The distanc'e between spacers shall ensure that ttze pipe is adequately supported throughout its leng�h, particularly at the ends, ta offset set#ling and possible electrical shorting. The end spacer must be within 6 inches of the end of the casing pipe, regardless of size of casing a.nd pipe or type of spacer used. Install . 15540 A�rit, 2002 Page 7 of 9 3G" WATER LINE TO SENDERA RANCH JOINT SONDING AND �4RT WaRTH, TEXAS ELECTRTCA� Y�O�A'T��N spacers an PVC pipe at the insertion line to prevent. ov�r-insertion of the spigot into the bell. . C. Grade �he bottom af �he tren�h adjacent tQ eac� end of the casing to provide a �z�n, unifarm and continuous support fox th� pzpe, If tl�e txench xequires �orne backfill �o establish the final trench bottom grade, place the backfll ma�erial ix; 6- inch Iifts and eaeh layer compac�ed. � D. After the casing or tw�nelliner has been placed, zt sk�all be pumped dry and s�a1� reznain so until the casing spacers and er�d seals are instalIed. E. Install casing spacers in accordance with the manufacturer's instructions. All � subcompanents sha11 be correct�y assembled, evenly tightaned, and remain free from damage duxing tightening of tha insulators az�d, pipe insertian. F. insulator Spacing: Maximr�m distance between spacers to be lU feet for pipe sizes b inches and smal�er, and 6 feet for pipe siz�s greater �Saan, b i�ches. 2. If the casing or pipe is ang�ed or bent,�the spaeing shouid be reduced. 3.0� INSTALLATION OF END SEALS A. Asseznbie hard r�.ibber Link-Seals around the pipe and slide inta th� annular space _ between the pipe and casin�. Evenly tighten the balts to provid� a positiv� seal. B. Place pull-on synthetic rubber end seals on the pipe and pu11 ov�r the end � of the casing. 3ecurely fastan stainless steel bands. 3.05 TESTING OF JOINT CONT�NUITY BONDS AND INSULATED J'OINTS A. General: Aftex the before the pipe i continuity. completian o£ the continuity bnnding of individu� joints hut �� backfilled, each bonded jaint shall b� t�sted for elactxical S. A DC �urrent shall be impressed on the pip� on ane side af the joznt under test us�ng a portable 12-volt bat�ery and a dri�en ground rod. The. battery shall be� connectad suah t�aat the positive #ermina,i is cannected to the graund rod and the negative termiz�al is connected to the pipe section u�der test. Th� magnit�ad� o� test current� is not impartant as long as it c�.u�es a change in pipe-to-soil potential on the section nf pipe t.�at is in the test current circuit. ' C. The pipe-ta sail potential shall be rneasurec{ on eac� side a� fihe insulated joi�t using a high impeda.r�.ae volfimeter and portable copper/copper sul�ate reference eleetrode with the test c�rrent "on" and "af�'. D. A joint is considered electrically cantinuous if the "an" and "off patentials are the same on �ither side oithe join# �inder test, 1564Q April, 2402 �'age 8 af 9 36" WATER L,INE TO SENDERA RANCH JO�1�TT BONDYNG AND FORT WQRTH, TEXAS � ELECTRTCAL iSOLATI01� E. This same�procedu�e sha.11 be used to test individual ixisulated joints except tha# th� joint is considered insulat�d if the pip�-to-soil potential is not the same when measured on each side of the joint when the test cu�rent is "on,", 3.Od CASED CROSSING �SULA'�xON' TESTS A. Irnmeriiate�y after the pipe has been instailed in the casing, �bui prior to conn�c�ing :: � th� line or grouting the atuiulus, per�orm an eleatrieal contanuity test tn determir�e wh�ther the casing is in fact insulated fram the pipe. The contin�iity check shall �� b� fi�ly c�ocumen�ed and approved by the owner or its designated representa#ive prio� to backfillin�. , � B. If the electrical isolation between pipe and casing is not effective, the caus� shall be imme�.iatel� investigated, and �ie situation rem�died. Under no circumstances `' shall a shorted casing be backfilled. �ND OF SECTiON i�6ao April, 2002 Page 9 of 9 � APPE�lTI)� �' �P�CZF�CATIOI�T �EC�'IC�1� 1�G41 C�RRO�IOI� CO1�TR�I� TEST STA�"I011TS I 36" WATER LINE TO SENDERA RA.1�CH CORRDSIQN CONTROL FORT WO1�TH, TEXAS TEST STATXUN5. SECTIQN I5641 � � CORRQSIQN CONTROL TEST STATIONS . PAR'�' 1 GENERAL 1.01 SECTTON INCL�C7�DES A. Test statian �ateria.ls and installatian xequiremen�ts. B. Locatians requiring test stations are adjacenf ta anode groundbeds, major pipeline crossings, cas�d crossings and tunnels, Fand below-grade is�lation j o�n�ts. � 1.02 RELATED S�CTIONS A. Section 1564Q- -�oint Banding- and Electrical Isnlation. �� �. Section 1 S&42 -- Specification for Magnesium Anacle Cathodic Protection Systems. 1.03 REFERENCES A. ASTM�DI248 - Polyethyiene Plastia Malding and Extrusion Material. - B.� .NACE � R.P-0159 - Recornmendad Practice, Con#i�al of ExternaI Corrosion on ilnderground or.Submerged Meta�lic Pzping Syst�ms. �. C. AWWA M9 Manual - Pretensioz�ed Concr�te Pressure Pipe. � D. . UL 83 - Thermoplastic Irssulated Wires. , E. UL 48GA - Wire Connectors far Use with Copper Canductors. � 1.04 SUBNiYTTALS A. Catalogue Cuts: Manuiao�er's catalog cuts sha�l be �submi�ted �or each item. The � catalog cuts shall include tha manuiacturer's nam� and shall p�v�ide suf'ficient infarination to show that the materiais meet th� requirements of the drawings and specifieai�ons. Where more than one itetr�. or catatog numb�r appears. on a catalag cut; ci�ariy identify the ifem prapose�. � B. Drawings; As-built drawings of the corrosion contrnl tast s#afians shall be maintained by the Contractar during installation anc� construction. Drawings shall be revised to show exact locafians of all wiring, connections, and terminaZ boxes. All it�ms af equipment and material shall be pxoperiy identified. The original as-built d.rawings shall b� submitted to the awner ar its designated re�resentativa. � 156�41 April, 2p02 Page d af 6 36" WATER LINE T� SENDERt�. .Rf1,NCH FORT WORTH, TEXAS 1,4� QUALITY CONTROL caxiz..osrorr �o�vTROL TEST STATIONS A. �rovide manizfacturer's certxfications that alI components of the corrosion controi iesi s�atians rneet tbe requirements of ��e drawings and specif'icati�ns. The certifzcation shall xeferenee the applicable sec�ion of the sp�ei�catzons and the appl�cable standard details. B. Th� -drawings for the eorrosian contral � tast stations are dzagxainnaatic and shail not be scaled fAx exact locations, unless saales are explicitly stated on th� specific drawing. Field conditions, non-int�rference with other tittzlities or mechanical and structural features shall dete�min.e exact locatians. Contracior shall nata ather existing �,itilities in the ar�a anc� dL�rin� e�cavation, sha�l not dannage thesa u#iIities. Any damaged utilities shall be repaired to ihe satisfaciion of the owner at the Can#ractar'� expense. C. A1I materials, fabrication, and installations are subject to inspection and testing by the owner ar its designated repxesenta�ive. � . PART � PRODUCTS 2.01 FLUSH MOUNT TEST STATIONS . A. Test statinns shal.� corisist o� tes� wires, a termina� hox and a tra�£ic box as shown on the drawings. � B. Tha ter�n.inal box shall be a fve terFnir�al Big Fi� as m.at�ufactured by Cott Manufacturing Company or approved equa�. - C. The Precast Co�crete tra.ffic box sha�l be an 8.75-inch d"zameEer I-RT with a cast irnn cov�r marked "CP Test" as manufactured by $rnaks Prod�c#s, I�c or approved ec��Yal. D, �:ns#all a marker sign adjacent to a11 flu�h-mounted test stations, �.0� ABOVE�GRADE .TEST STATIONS A. At test statio� loca�ions where flush mauntec� structures cannot be installed, an abave- gra�de test station shall be used, and plac�d such that passzble d�iage ��om vandalism, fira.fFic, etc. is rninimized. B, The test station shall be a five tErminai Big Fink as rnanufactured by Catt Manufac�uring or approved equal. � C. Terminal boxes shaZ1 have a lockable, carxosion-proa�' plastic cover and shall be mounted on a 5-foot length of 3-inch diameter ga��anized steel canduit. D. The test sta.�an shal� be installed adjacent� ta a permanent structure, if.�.vailable, �or physiaal pratection. �.03 1��'�RENC� ELECTRODES A. The reference electrade sha�l be a copper/copper suelfate Ferrnacell Plus, daubla membrane, ceramzc cell in a geomembrane pacicage as manufacture�. by Corrpro Comparues, Inc. ar appro�ed ec�ual, � 15G41 April, 2DQ2 Page 2 of 6 36" WATER LINE T� SENDERA, RATICH FORT WORTH, TEXAS . � CORR4SXON C4NTROL TEST STAT�ON� B. fihe elecfrode sha�l be equipped with No. � J.4 AWG stranded copper wire with blue HMWPE insulation of suitable length to .attach to the t�:.rminal board of the #est s#atian. �A4 TEST STATI�N LEA.D WXRES A. T�st station lead wires of al� sizes shall have T�N, THW or THHN ins�xlation. �. Type irisulaiion shall be calor coded based upon cannection to undergrotind struchxres: , 1. 2. � Water piping: wb.zte. Foreign strt�ctuzas: red. Steel casings: yellow. C. . All terminal baards shall be wxxed by the installer as shown an �he� draw�in.gs. 2.a� THERNIITE.WELD EQUIPMENT . _ A. Charges and Mo1ds: Weid charges and mold size shall be specified by the manufacturer for t�e spacific surface configuxatian. Us� only the correct cl�arges for �h� specific ap�lication. Welding charges a.nd mo�ds shail be Erico, Gadwel�l nr �ontinental �ndustries, Thermowe�d. B. Weld Caating: Caating for all walds shaIl be KopoCoat as mant,Yfac#ured by Caxbo�ine or appro�ed equa.l. Cover coated weld with a plastic weld cap. PART 3 � EXECUTION 3.01 A�'PLICA�IONS A. Required applications of carrosion control test s#ations includ� locatians where future testing is anticipated for fhe following reasons: � 1 2. 3 4. Testing to deterinine the effactiveness aiChe installed cathadic p�rotection syst�ms and to allow £ar startup adjustmen�s. � Testing to determine interference sf£ects from and on adjacent nr crossing fareign und�rground struciures. Tes�ing to detern�ine sources and magni.tude of str�y d c curre�ts and requirad mif�gative measures. Periodic mon.rtoring to determine status of �xisting cathodic protection systems, stray current, and fareign line influence. B. Install test stations at each of ihe Iocations scheduled an Appendix D. As a mini�um, test stations ar� required at each af the f�llovv�ng locations: 1S64I April, 2002 Page 3 of � 3S" WATER LINE TO SENDERA RANCH C�RROSYON CQNTRUL FORT WORTH, TEXAS TEST STATYONS . L At all major unde�ground metallic }aipeline crossings. 2. At alI cas�d crossings and tunnels (i�oth encls). 3. At all �nd�rground isolatian flanges. .. 4, At a,ll ariode groundbed ioca�ons. 3.0� GENERAL A. Lacate t�st staiians adjacent to ma.nholes where possib�e. If a flush mounted test station is not �easible in a particula,r locatian, then an aboveWgxade tast sta�ian may be us�d, subject to approval by the owner or its designated representative. B. Use continuaus test s�atzort lead wires �vitho�t cuts or te�.rs in the insulation. C. Locat� test stations as close to directly over the pip� as possible. If ihe pipe i� inst�.11ed under a road, place the test station at �e curb for easy access. ., D: Attach test lea.d wires to the pipe by th.ermite welding. E. Attaclz test wires ta the pipe �rior to bacl�ling. F. Use calor caded test wires as indicated on the drawings. -. G, W�re test station terminal board co�nfigurations as shown on the drawings. � H. At foreign pipeline cxossing test stativns, th� owners of the p�peline must be notifi�d and must give pezmission 6efora the tes# leads ar� conn�cted ta their pipeline. The owner �k�ouFd have a represe�tativ� �resent. 3.Q3 FLUSH�MOUNT TEST STATIONS A. Instail flush-maunt test stations a� shown on the dxawings. B, Su�'ficient'slack shall b.e coiled beneath thE test station ta allow £ox soil settlement a�d to preven# damage to the leads during backfilling. Additional slack shall be left to allow for withdrawal o� the terminal baard a minimum of I S inches above the tap o� the precast concrete tra�c box for test purposes. C. InstaIl . flush-maunt test . sta�ions with permanent copper/copper sulfate reference electrodes where indicated on the drawings. 1, . Install referenae electrade approximat�ly 12-inches from th� pip�. 2. Campact nati�ve soil by hand axo�nc� fihe eiectrode. 'Tl�e balance oi th� backfill sha11 �ae select granular backfiFl matcrial. . 3. Saturate the backf Ileti re�erence elactrode wzth 5 gallon� of water. 156�1. April, 2�02 Page � of 6 36"'WATER LTNE TO SENDERA RANCH FORT WORTH, TEXAS CQRROS�UN CONTROL TEST STATIONS D, Set test stations installed outside areas � of permazxent paving materials in a P�rtland cem�nt concrete pad. The cancrete pad shal� be a migiznurn nf 24 inches squaare and n� less than 4 �ches tluck. � � 3.04 ASQVE-GRADE TEST STATxONS � A, Install abov�-grade test stations whare a flush mounted test s#ation catu3.ot be located. Us� and location of above-grade test stations shall be a�pxoved . by tlxe awner ar its — � d�signated representative. B, Locate test .statian adjacent to a permanent structure (e,g, a power pole}, if available, far . physical pratection. . C. Coil sufficient slack beneath the test station to all�w for sail settlement and to prevent �� � damage to the l�ads during backfilling. � D. Set test stations in a Portland c�xp.ent concrete anchvr. T�e eoncrete anchor. sha11 be a mznimum o�" 12 inches in diameter and n,o Iess�than 2 feet thick. 3.0� TEST LEAD WIRE ATTACHM�NT A, Attach test leac�s to the pipe by thermite welding dire�tly to the pipe for ductile iron dr to an "L" bracket for CCP. See d.xawings, _ f B. The pipe to which the wzxes axe to b� attached sl�all be clea� and dry. C. When connecting directiy ta the }�ipc, �se a grindin� wheel to remorre all caa�ing, mill scale, oxide, grease, and dirt from azi area approximat�ly 3 inches square. Grind the sur�ac� ta brighf inetal. D, The wires to be fhermite welded to the pipe shall hav� apprax�mately I inch oi insulation zemoved fro�n each end, exposing clean, a�de-free co}�per �ar welding. . E. Using th� proper size therrnite weid mold as recoxnmended b� the mani�facturer, p1�.ce the , wire between tlze graphit� mold and the prep�red m�tal surface. Use a copper sleeve cria�p�d over the wire far all No. 12 AVVG wires. F. Place the metal d'zs� in t�e bottorn of the mold. G. Pour th� thern�ite weld charge into �lae ma1d. Squeeze #he hottom a� the cartriage to spread i�mition pawder over the charge. H. Close the mold cav�r and igrut� the starting �owder with a�iznt gun. I. ' After the exothermic reaction, remove tl�e thexmite weld mold and g�ntl�+ strike the weld with a�.an�ner to remove the weld slag. Pull on �he wira. to asstxte a s�cure cannection. Yf the ureld is not sec�re nr the wire braaks, r�p�at the procedure. . J. If the weld is secure, coat all bare metal and weld meta� with Kop-Coat. Cover the coated weld with a plastic weld cap. � 15641 April, 2002 ' Pag� 5 of 6 36" WATER L�NE TO SENDERA RANCT� CORRQS�ON CONTR4L FORT WORTH, TEXAS TEST STATXDNS 3.05 POST INSTALLATION BACKFYLLZNG QF TEST STA'TION � LEAD WXRES. A. Protect fest s�.ti�n wires to prev�nt damage to the wire insulation and conductor ir�tegrity du�ing backf lling. B. After comp�etion of ihe backf'illing a£ the test wires to the pipe, verify the eonnection by recording a pipe-to-soil potential. C. Replace any test wire found to have a hi�h resistance cannection. END OF SECTION 15641 April, 2002 p�ge ( fl�� � � . APPENDIX � - �j _ . � � . ' � S�'ECIFICATxON S]GCTx�Iv 1�64� � I � ° � 1VIAGl�TE�IUl� �4DE �AT�3�I��C PRO�ECTIO�T ���TElYI i !. �� ,� � 36" WATER LIN� TQ SENDERA RANCH CATHODIC FROTECTION' FORT W4RTH, TEXAS � - F4R P�PEL�NES SECTTON I�642 � MAGNESIUM AN4DE CA'�HODIC PR4TECTI�N SYSTEM PART� 1 GENERAL 1.D�. SECT��N YNCLZJDES REquirements for magneszum anodes to cathodica,lly prot�ct prestressed concrete cylindex pipe (AWWA C- 30�}, ar palyethylene encased ductile iron pipa. . A. Work �erfarmed under �his specification sha1l consist af provicling all supervision, labor, � equipment atad materia,is as well as providing alI operatians necessary to install and test � #he. required �athodic protection system components for the ex�erioz surfac�s of ihe 36" , Water Line to sexve Sendez�a Ranch in Fort Worth, Texas. The wark shall be perfarmed in �� accardance wi�h the provisions -of the specifications, applicable plans, codes and �; standards, and subj�ct to other terms and aonc�itions far the project.. B. Cathadic pxotection components shall be as shown an the project drawt.ngs for�th� 36" Water Line ta s�rve Sendera Ranch. The cathadic protectaon system shall include but nat be limited to th� following: � . � . � � � 1. Materials and installa�ion. 2. Past-installatian survey. 3. Fxanal Report ' C. Ap p�lications: Required applica#ion.s oi cathoc�ic �ro#ection inelude buried water pi�i.ng ; and appurt�r�ances. References to concr�te cylir�der pipe .shall be interpreted as A�WA � Typ� C341 pr�stressed concret� cylinder pipe. 1.D2 REFERE�iCES . A. NEC 70 - National Electrical Code � - .B. NACE RP-0169-96 d Recommended Praetice, Control of ��cternal � Gorrosion on Underground or �ubmerged Metallic Piping Systems, C. UL 83 -- Thermaplastic-�nsulated Wires. D, UL 486A Wice Connectars �id 5oldering Lugs for Use With Copper Conductors. 1.03 QUALITX CONTF�.OL � A. Insta,ller Qualificatioms: Ca�odic protec�zon instalier s�all have a minirnum of 5 years of documenfed experience in th� iype of cathodic protection �woxk requixed for the proj ect. ApriI, 2002 � 156�k2 Page 1 of 8 3b" WATE.l� LZNE TO SENDERA, RANCH CATHODXC PROTECTIQN FORT WORTH, TEX�iS � � FOR PYPEL�N'ES B. Cathodic Prot���on Testez�; Cathadic pratectian tester shall � be present during ihe ' installatron of al1 anodes, field spliees, and thermit� welding. All testing shall be � completed by a NACE Internatior�al certified cor�rosion te�hnalogist. � C. All materials, fabricatian and installa#ions are subject ta inspec#ian a.nd t�sting by the owner or its d�signat�;d representative. E. The drawings for the cathod'zc protectian system ax� diagrammatic and shall no� be sca�ed �ax exact locations unless scales are explicitly sfiated on the specific drawing. Field canditions, non�interference with othex u#ilities or mechanical and s�ructural features shali deta�ine exact locations, Contractor shall note other e�isting utili�ies in the ar�a. Care shal..l be taken dttxing excavation nat to damage these utilities. Any darnag�c� utilzti�� shall be repaired ta th� satisfaction of Carter 8c Burgess and tl�e City o� Fart Worth at the Can�ractor`s expense. PART � ANODES �.U7. . SACRYE�C�A,� �ANUDES � MAGNESIiJM A. Nlagnesium Anodes: 48-po�and, prepac�Cagad, high potentia� magnesium ar�odes shall be used. The metallurgical composi#ion of the magnesiuin anodes shall be as follaws: Element .A.�umin�n Manganese Copper Nickel Zron Qther - (each) O#her - (total) Magnesium Percent Conriposition 0 A Y MaximL� 0.5Q ta 1.3 O.D2 Maximum Q.d�l Maximum O.Q3 Maximum . O.QS Maxirn.um 0.30 Maxzmum Balance B. Magnesium Anade C�rrent Ca�acify: Magnesium anodes shalI have a current capacity of no �ass than 500 amp-hoXirs p�r pound of rnagnEsi�m. C, Anade Backfill Material: Chemicai �backfill �naiezial sha11 be used� around �all galvanic anndes installed. Backfill shall provide for a reduced cantact resistance ta earth, prov�de for a uniform environsnent surrpunding tt�e anode, r�tain rnoisture arown.d the anode, and pravent passiv'a�ion of the anode. � 1, AIl gal�vanic anod�s shall corne pxepackaged in a backfill materi�.l con%rming to the following campasitinn: a. Ground hydrated gypsu.m: i5 peicent � b. Powdered bentonit�: 20 perrcent c, Anhydrous sodium sLtlfa�e: 5 percent. 2. 3 The backfill shall have a grain size such .that 100 percent is ca}�able of passi�g throtiigh a 20-mesh screen and 50 pexcent is reiained by a 100�mesh screen. The baekfill mixture shall completely surround the anod� within a catton bag. Apri�, 2a02 t564� Page 2 of 8 36" WATER LiNE TO SENDERA RAN�H CATHODTC PROTECTXON FORT WnRTH, TEXAS � ' FOR PiPELINES 4. Fox standard cast magnesium ;izigots, the weight of backfill required shall be as failows: - . � Anode Weight (Pounds} 48 D. Anod� Lead Wire�: Backfill Weight � Total Weight {Paunds) �f'ounds) 48 96 1. The standard Iead wire for a magnesiurn anoc�e shall be a 20-foat lengkh of No. 12 AWG snlid copper wire with type TW ix�s�ation. E. Lead �ir� Connection to Magn.esium Anode: 1. Magnesium anodes shall be cast with a galva�ized steel core with the weight of the core no� to exceed 0.10 poun.ds per lineax foot. � 2. One end o� �Che �nade shall be recessed to expose th� core for� the Iead� wire conziection. . 3, The lead wire shall b� silver-soldered to the core and the conneciion fully insulated by f�lling the recess with an electrical potting compound, �.0� SPLXC�NG TAPE � Tape �sed for t�ping anade lead wire to anode header cable connectiaras shall be Scatch � . 33 vinyl electrical tape and Scotch 130C r�bber spliczng. tape, as manufactured by Scotch, � 3M; or approved equal. Taped splices shall be covered with a coating 4f Scotchkote � : el�ctricai coating. ' . �� �.03 CR�MFIlYG LUGS C�imping lugs used to conr�ect the anode lead wire to anade lieacler cable shall be capper compression crimpit Catalog No. YC10C10 as manufactured by Burndy or approved equal, . �.04 A1�I'OAE HEADER CASLE Ano�.e header cables routed beiween the anade groundbed and th� test s�ations shail be #10 AWG stranded copper conductors with �type HMWPE insulatiQn (Biack}. �.0� TEST STATr01�1S A. The test stations �ha.11 be seven terminal, flush to-grade, �ve terminal Big Finl� a� manufactured 1�y Cott Manufacturing Campany or approved equal. � B. The Pa�ecast Gancrete traffic box shall be an 8.75-ineh diamet�r I�RT with a cast iron � cover rnarked "CP Test" as manufactured by Brooks Products, Inc or appro�ed equal. April, 2002 I5542 Page 3 of 8 3b" WATER LTNE TO SENDERA RANCH �ORT WaRTH, TEXA.S 2.Q6 S�TUNT CATHODiC. PRflTECT'I�N FOR PIPELINES A. Monitoring shunt shall be 'a 0.01-ohm Type RS shunt as rnanufactured by Holloway ar approved equal. . B, Twn shunts are required in each t�st statior�. �.0� TEST LEAD WIRE A., Test station iead w�es sha11 be #�I2 AWG stranded capper cable with tyg� THW iz�sulation {white}. 2,08 PERMANENT REFERENCE ELECT�OD� � A. The �ermazzent reference electrode shal� be a copperlcopper sul�ate Perrnacell, Mode1 THRP-802 as manufactured by Harco Tach�olagies ar approv�d equal. B. The p��rrnanent ref�rence electrade sha�� be eq�xipped witl� No. 14 AWG stranded copper �nrire with blue HMWPE ins�lation of suita,hie length to a�tach to the t�rminal board of t�e test station. ' � C, The �ermanent reference elec�rode shall ha�re a minimum design life of 1 S ye�.rs and a ' stabiiity o� 5 mil�ivolts under a 3.0 mieroamp load. . - �.49 , THERMITE WET�B EQUIFMENT � Materials required for thermite welding and coating of the welds are described in the following sections. A. Charges an�. Ma1ds: Weld charges and mold size shall be as specified by �he manuiac�ur�r for the specific� s�arface canfigi�ration. Care shall be taken durxng ins#a1la�on to be suare correct chaxges aare u�ec€. Wel�.ing charges and nr�alds shall be the praduct of a manufacturer regulaz�Iy engaged in the productian of such materials. B. Weld Coating: Caa#ing for all welds shall be Knp�Coat as manu�actured by CarbQline or appr�ved �qual. The coated weld shall be covered wi�th a pFastic�weld ca�. � � PA�T 3 CATHOD�C PROTECTION SYSTEM INSTALLATION 3.U1. TNSTALLATTON OF SACRIFICIAL ANODES A. The 3 b" diarr�eter pres�ressed concrete cylind�r pipe configuration wi11 r�quire twenty (2D) anode grolindbeds each consist�ng a� ten, 48 pound prepackaged magnesiurn anades. Th� groundbeds will be distributed as follows: - Contra�t I: Tkzirteen anode graundbeds shal� b� installea on tha pipa �ction installed 30L1�1 0� H1�i1W�y 2H�. The approxirnate spacing required between groundbeds is 1,200 feet �ox this pipe s�c�,on, April, 2002 • 15642 Page 4 af 8 36" WATER LYNE TO S�NDERA RANCH FORT WORTH, TEXA� . . CAT�ODIC �'ROTECTI�N FOR PIPELINES Contract TI: Seven anode groundb�ds shall be installed on the pipe section installed north ai Highway Z87, The appraximate spacing required between groundbeds is 1,340 feet for this pige section. � B. Cathodic protection for the 3b�inch diameter polyethy�ene coated ductil� iron pip�line w�ll require seven (7) anode graundbeds each consis�ing of a g:raup 'o�' ten, 4$ pound � prepackaged, rrzagnesium anodes. The groundbeds wiil be distribt�ted as follaws: - Contract I: Four anode graundbeds shall be installed on #he pipe section installed � south o� Highway 287. The approximate spacing requ�r�d b�tween �roundbeds is 4,�00 feet for this pip� section. � Contract II: Three anode groundbeds shall be ins#alled on the pipe sec�ion installed narth of Highway 2$7. The approximate spacing required between groundbeds is 2,500 feet far th�.s pipe saetion. C. Placem�n#: Each anode sha11 be installed v�rtically in an S incl� diamefer t�y �0 foo# deep hale as shown on tlie project drawings: Centerline of the anode shall be a TTu�.imum of 10 feet from the centerline of the pige. Anodes shall be insfa.11ed within t.�e pipeline rightM af way as far away from the waterline as passible.. � D. Anodes shall be installed on IO-foot ce�ters. E, Augured Hole: The hole dxameter sha�l ea�ily accommodate the anode. F. Backfilling: After the hole is augured, the packaged anode sk�all be lawered into the hale , . an� the soil sliall be firmly tamped araund tlie package so that i# is in intimat� contact with ihe package. � � - G. Anoc�e L'ead Wire: Lead wires from the anodes shall be z�a.n underground at a minimum . depih of 24 inches. Each anode lead wi�e shal� be cvnnected to an anode haader calale as i iz�dicated on the proj�c# drawings. . H. �Iandling: Anades shall be handled in a manner that wi.11 avozd damagiz�g anode materials and wire coruaectians. 3.fl� INST.ALLATION OF PERMANENT REFERENCE ELECTRODE (AT EACH TEST STATI�N) � . � A. Location: One permanent copperlca�per sulfate reference electrode sha11 b� installed at each t�st sta�ion locatian and shall be within 6" af the pipe at pipe depth, The reference elec�rode sha11 be prepared and installed in stric� aacordance with �tie �anufacturers recommendatians � � B. Place�nent: The permanent reference� electrade may be placed in the same ditch with fhe water line and carefu�ly �cavered with the �arne sail as the pipeline backftll. C. Lead Wire; The pezmanent re%rence electrode Iead wire shall be protected during backfzll operations and roufed #o th� test station along with the watexIine test leat�s and ar�ode ground bed cables. . April, 2002 . 156�12 Page 5 of 8 3G" WATE� LINE TO SENDERA RANCH FORT WORTH, TEXAS 3.d3 �NSTALLATTON OF W�RE AND CABLE CATHODXC PR4TECTION FQR PYPET�]�NES A. Depth: A1I underground wire and cable s�,all be installed at a ax�inimuin of 2� inches b�low �'in�I grade with a mi�imum sepa.ratian af 6 inches f�rom other undergroux�d structures. ' � B. Anod� Header Cable: Each anode lead wi�e shall be connected to a#10 AWG/HMWPE header cable which shall be routed into a flush�to�grade test s#ation. C. Anode Lead �7Vire To Head.er Cabl� Connection; Each anode lead �uire to �ieader cable cvnnection shall b� made usin� a coppex compressian connecior. Each connection sha,ll be taped �,ising rubber tape, vinyl tape atzd coated with �cotchkote electrical coating as shown on the pro�ec# drawings. D. Anode Connection-To-Pipe�ine: Each group of t�n (10) anodes shall be conn�cted to the pipeli�xe �hraugh a test sfiation. Each �roup of ten anodes will be divided into two graups of five (5) anodes. �ach �rotip ha�ing it's awn header cabl� routed tn the test station. �A � 0.01 ahm shunt shall be used to connect ea�h anode header cab�e to the pipelin� as shown on the projeci drawings. E. A 3" wide,. yellow, non-detectable warning tape iabeled "Cathadic Prat�ction Cable Buried Be1ow" shall be buri�d at a depth of 18" below the sur�ace and along the length. of all cp cabie trenches. � - 3.0� TEST LEAD WIRE ATTACHMETVT A. T�st tead cables shall be attached to the pipe by thernute welding, B. The pipe io which the wir.es are to be attached shal.I be cl�an and dry, C. A grincling wheel shall be used to xemov� all coating, mi�l scale, oxide, grease and diz� fxom the tank over ar� area ap�ro�imately 3 inches sc�uare. T�.e surface shall be cleaned to bright m�tal. D. The wires to be thermite welded to the pipe shall have approximate�y 1 inch af insuiation remaved from each end, �xposing clean, a�cide-free copper for weldi,ng. E. Using th� proper siza therrnite we�d rr�ald as recornmended by th� rnanufaciurer, tk�e wize sha.Il be piaced betwe�n ihe graphite mold and the prepaxed metal suriace. All wires Na 12 AWG size shall use a copper sleeve crunped over �he wire. F, The metal disk shall be placed in fhe bottom� �f the moid. G. The cap from the weld charg� container shall be removed and the contents poured inta the mold. Squeeze the bottorn of the weld charge container to spread ignition powder o��� the char�a. . Aprii, 20fl2 15642 . Fage 6 af 8 36" WATER LINE�TO SENDERA RAlYCH FORT WORTH, TEXAS . CATHODIC PROTECTYON � FOR PXPELINES H. Close the mold cover and ignite the s#ar�in� powder with a flint gun. The mold shauld be held firmly in place untzl alI of the charge has burned and th� weld has conled slightiy. I. Remove the �.ermite weld mold and.gently s#rike fhe wEld wrth a hain�ner to remove �he weld slag. Pull an the wire to assure a secure connection. If the weld is nai secuxe or the vsrir� breaks, repeat the procedur�. . ' . J. Tf the welc� is secwr�, coat all bare metaI and weid metal witli Kop�Coat. The coa.�ed weld shall be covered with a plastic weld cap. : 3.45 F�,�TSH-TO-GRADE TEST STATIDNS A. Fl�.ish-to-grade tesf stations shall be installed as shown an the drawings. Test sta�ions sha11 be ixtstalled in a 6" x 12" x 12" squaare concre�e pac3. � B. � Sufficient slack shall be eoi�ed beneath �he test station to allaw for svil settlemant and to prev�ent dama�e ta the leads during bacicf Iling. Additional slack shall be left to allow far withdrawal a� �he terminal board a mini,mum o� 12" above tha top of the concre#e pad for test puaposes. � 3.OS POST INSTA�LLATION BACKFILL�NG OF CABLES A. General:. During the backfilling operation, cables shall be protected to prev�nt damag� #o the wir� insulation and conduetor integrity. 3A�' POST INSTAL�ATION T�STING O�' THE CATH4D7G PR�TEC'TION � SY5TEMS . � A. Crenera�: As soon as possible af�er the cathodic protection eq�ipment has be�n installe�, � the system shall b� inspected, energized and adjusted. � B. Energi�ation: Th� en�rgizing of the cathadic protection system shall be per€armed by a corrosion engineer hired by tlxe contractor to achieve compliance with the refexenced corrasion control standards set forth by NACE International and/or AWW�: C. Methad: The Carrosion Engineer shall: 1. Measur� native state strucitire-to-soil potentials along the wat�rline usi,ng the permanent xeferenGe electrades at each anode t�s� s�ation prior to ,energizing. the cat�odic protection system. � 2. Energize tl�e cathodic pro�ection sy.stem by connecting each. magnesi�.un anode groundbed to the pipetine leads in fhe test station juaction bax. Record each anode groundbed ctirrent using the O.Q1-ohm sh�int. 3. Al1Qw 3 weeks far �the pipeline tn palarize. April, 2002 � 5642 Page 7 oi S 3�" WATER LINE TO SENDERA RANC�i �'�RT WORTH, TEXAS CATHODYC PROTECTION FOR PIPEY.INES 4. Adjust, if necessar�+, the cat.�iodic pra#ec�ian current output in each anode test station to sat�sfy the criteria of a minimum of I QO znil�iv�Its o� palarization or an "I�stant O�f' potential at leas� as negat�ve as -850 milli�vQlts CSE, 6. Record a�l fmal curxent outputs rneasured at each test station. 7. Verify that all electrical isalation devices axe a�eratizag properly inciudi.ng flange isolators, and casing spacers. . 8. Verify that interference does not exi�t with foreign structur�s. .�'erforxn jflint t�sts with owners of the f�reign str�.icture and mitigate an.y interferenc� detected. Foreign lzne test stations l�ave been pro�ided #o facilitate the int�rference testing and installation of any necessary resistance bonds. �t is the corrasian �ngineers respansibility to coardiz�ate the interf�rence testing with the own�rs of �areign struetures. D. Verification and Resp�nsibilities 1. Contractor shall correct, at his exp�nse, any de _ficiencies in materials or ins#allatian ' procedures discovered during the post-installation inspection. � 2. Corrnsian Engineer sha11 provide wxitten documen#atian of any defici�ncies discovered dti�ring the �ost installation inspection. E. Eq�,iipment: All cathoc�ic �rotection testing instrurnents shall l�e in proper working order and calibr�ted aacording to factory specifications. � F. � Report: Th� results of all eomrnissior�ing procedttres a.�.ong with dacumentation af anode groundbed current outputs, pipe-to-sail potentials, results af inter�erence testing, resulta of ins►.ilated joint tests and as built drawings sha.li be compi�ed in a final zeport arid furnished to tlae owner along with opera.ting and maintenan.c� instr�ction5, END OF SECTION April, 2042 i 5642 Page S of 8 I I � � ������ � � _ ��x��� � �' I � . - .� � � i m JU�IPER YVIRES DR SHORiING BfiRS, 0.01 ON�E SkiUIYT IYPE NM-7 TE5F 57AT10H i'ERMII�EAf_ �OAR� 0.01 OHM SFiUNT AlOTE5: !—REA40V£ Jk7MPER tIY�ES 4R SHOHfING 6ARS AN� 1N5TAtL RE515fAWCE 4�IIRE TO El6dlf CfJRftEM OL1TPUi OF AFIODES, EF REOUlREa � 2--IN�TALL ,4HO�E5 AS FAR A1VAY FRaM PIP� �i0 A_WG S�RANDED CBPPER AS POSSlBIf IMIiHlFI 1H� R1GHI—fIF—WAT. CABiE Y�FEH HhiVYPE lNSItI.AT�N. A4kNl�lUlu[ D15TANCE FROAi PIPELkNE SFGILL ,,., ..,�,.r.< < � r, NOT 8E [.ESS "fktAPl 10'. �30 A4NG S'1RAN�D COPP�R CRBLE WITFE HA{WPE IMsi1LA�fII[iN, e�ac (nHa� H� ra��) �12 AfNG S1RRi+iDED CflPPFR I CA9L.€S �YITli �iYi 1NSIiLAli41+l, �rr� (�o arA� u�q �— _ ��-�- iYP1CHL AN04E LFJIEI TO IfEAEIEli CABLE ��� � ��� �s sii�r $14 AYYG 51FlAND�D COPPQt CABLE � �� �s��ana�, e�crc — (ANOGE klEAUER CABI.E) � 3&"�i CONCREiE CYLINOER P�E .,..,.,.. ,._....,� .. . _...^., . #t4 AWG 511iAMOm COPPER ,,� � 1 � CABLE UYET�i HM41�E INSUUt'fiON, � � r I ',I - � BLUE (i(D ?ERMANfiVT REFE[�10E F}FC7ROaE) �t �, � _ Il�t�' "B" R.�.l�. �12 A1�PG CQOP� SOLIQ CABEf NIEFH i1N UlSULATION, �hCK � �. (dHOE]E LEAD Wlf� � �� � iAARKFR 51GN . SfE QETA�L 1 U' � �ICAI_ � R.4_W; 48 LB. PRFPACKAGEp . Iu�NE51U�1 ANQOE� 1{] EA FLUSFE—T4--GRpDE iEST SE'A114lV- tY K t2` x 6' IYPE Nf� 7, SEE INSEffT 'B' THIS DF'L4WkNG ao�¢ rno �14 A1NG 5iR.4NDm CflPPER - ..� CABLE WCfH HM►�'E IF15ilLATtOdV, :}�k g�,�E . FER6lMlINf CuIC�504 RE}�RENCE EtECTRODE ��� � � ' ` ' " � SMIE DEP�fF[ AS B01T91+E OF PIPE (6" FRUlU �� CRDW�A CONt�EC7lON5, � — — 3EE Ur��u. �ru� �ytti ^ . � . 36 � CONCAEfE C'AJNDER PIPE � cv � � , � zo �_ _ c� o y C � con�c���� c������ �r�� ���x �a:G�r�s.�rr� ���� Anr� ��s� s����o�v rNST��ro�r R0.1�. 0 TYPIG4L APIOp� LFIhU TO FEEAf)ER CABL.E � SPLICE, 5EE DEfNLS - _ hl[5 SHEET �' 1 � AWG STRANI1m C�PER CA8tE WR}i H1�1NP� I�IS{1LAT1[k1. BLACI4 — (Ai�filDE tIf�DER CAE3LE) � 36'� CffATED 5[� ilVA�ERLEME JUIdPER 4hl{k�5 OR SHOR'17NG BARS, �.01 ot�a sHurr[ �10 A4YG SiRRN�R E�t1PPFR CRBLE Y�E HblN'�E 'INSULAiION, BLACK (h�IDfIE kIFJ�hER CABLE) YdG STWtiNDED COPPEli iYPE NN-7 TEST STRT��N 'FEiiMiNA� 9QARD O.D3 S�iM SFii1N'C . E: 1—REMDYE JlfA1PfR WIRES OR 51iElRi1NG sw�s ardo u�s�n� �sr,v�cE ►�� ro uurr cu�Exr ourPt�r aF .ar�oo�, IF fiEQUIR@. �1� AWG SfRANUED CO�PER CRBLE WIiN N�IWPE lNSI]LAi34N, BLACK_ (11i�E HEADEfi CJ�IE) . �12 A $14 AtNG SiRAt�DED CflPPER CRl9L6 WfIH THW I!+lSi�ATE4N, r �l�' �� I CAeLE WI1H FIl�IVNPE IN5llfAilON, � (TO H�ATER L4NE) I � � + 1 � � ,il.Uf �0 P��ANENT REFEERENCE ELECTRaOE} j� A �rs�tT e' R.0.1N. �12 A�G C04PER SQLID CAffi� YdCM 1VY It�5litAliQN. Bl?L:K� 1�' � (ANODE E� 1MREj 'iYpICAL �� � 5EE DETAfL _ _ . �. f2' x i2' x C CONIylElE PI� et�,� � � � wmf trr� �w m�..,,�w � CJIflWWEi.� CflNNECilONS. 3� ur�w� iHls �l�tti . � ��' � IYRlCRL � R.fl.W� 48 i.8. �12�YAClCAGED MAGNE$Il1M MfOUE. � ! 0 EA. � � � FWSH—TO—GHADE TEST STATIOhE IYPE N�d-7, SEE INSEFi� "A" 'I3i15 DRAViQ7G �14 AWG STRANOE� COPPfR - � CAeL� wliH HI�WPE IMSIiIA�N� BLUE . PERI�N�kENf Cu/Cu504 REEERENCE E1EL`iR00E , . SRb1E OEPiH PS �Dii0�1 OF PIPE (6' FRfJ�I PIPE) � 3&"0 COATED 5'�EE. Y�Ai�RIJNE ---- — — -- / \ � P�'�YETH�'�E11�E �PR�FPED DUCTrLE �dRO1fT PtPE 3F'�TTH ��GIVESIU�f ANQDE �11TD TES'7' ST.�T102� I�NSTA.LI.A�TYOh� 4 �ao�cs i�r car�c� aax l�y 7i �z� X s� wfcasr ±}�ar� �..ia �ln�m CONCREiE PM CP—T�Sf" FtH1SHE7! GRpi3E �4 REAAlt (TYP. 4 �� � BARS EAGH WAY) .,.,:•�: '-i �= :;;�: �,�?� � ��.a: 'i 'v}�'.'�a. � • . .. 9i�K5 IRT CONCREiE SEE WSFJ2T A s• " - VAi.1� BOX 8 3/4'� BY TfR�IlidAL 8�X 42' DEEP {�1H5EDE • 3'0 5CH_ 4d T: DEA4k]V510A1S) P11C P1PE .,,,.- :': r • +'•. . - ��� DRWN ROCK PRDIApE SUfF1ClENT SLACK . Ih1 CA6LE5 TO ALLOIk �OVAL {}F 1�t�EiNAf_ SOX FROM i1NLVE BQX ►�+J BLACK �i4 AY�hG/#iA1l�E YYHIZE �12 ANdG LEA� ►kIR6, INSl1LAFI0N ' � 2� S�PAFEATION RE4UIRE0 � �--� Tdcfl 3TA—KOtJ TERI+ttlNl�.. C�NNECTOR ��C-1Q—]4 ---� (11fP. 2 PIS.j 0 �htITE lFl4D TO PIPELJNE ` � THEE��1[!� BRAZm CQNNECTION L � �TYP. 2 PLS.) 'SE� UETAiL PIPFi_iNE � � PERMANFM Cu/Cu5D4 R�FEREPfCf ELECiRODE � e ��i � MACNINE SCRENdS. �a�` ._ ' 1HFlSHERS� HE?f NU3�5 LE)fMl TER�lINAL � aoARo 0 � WHI'fE LEAU Tj0 PiPEL[!VE � �_ � lNSERT A — �L�JS$ �f�U1VT.�� P�T'Elli�d�� �°�`S�' ST�Ti01� 0 � `����� ` � ��%/��,����/� . i �_ �10 AWG STRANflEQ \� � • �OPPEFt INSU�lA ON, BLACK . - v i ! r �(ANODE HEADER CJIBLE) � � � � \ j ! � �. \ j �i2 AWG SOUD COPPFR CA81.E �� - �` �i!'ff-! THW iNSllLAiION, BEACEC � � � (aHa�E �an wi�) . .� \ � f - \ � \ _'\ 48 L9. PREPACKAGED �1 � MA��E�51I1M AiV�BE � . \ % . \ � � . i�/i� , . . 8'� — �1tlUDE I141S�'��T��JI�l a�cr�ir,� Purn CQ�AT EMIRE SPtiC.E INITH SCOTCFtKOTE ELEC�iilCAl_ COATING � : ,_..,.,. . � TW[3 HALF LRPPm IRY�RS QF VINYL. TAPE, SCD'fCFt 88 I 1 I� I I I I� � � 1W� FW1F LAPPEfl LAYERS DF SCOi�H 130C Rl1BBER 7AP€ COP�£R CWdPR�s5[ON CaNNECiOfi, CRiMPfC BURN{�Y YG10Cia �10 AWG STFIAND�R CAPPER CABLE �/�' tNCfH Hl+dNfPE �iVSt)LA1�30tQ, BtACK � i (ANO� ktFADER CNBEE} � �32 A1tlG SOL1� C�P�t CABLE �NtfH THYY INSULAilON, 91ACK (ANODE I.EAi) W1R� - - ��DE LE� TD �fEAD�R C�4BL�' SP�I�CE 9' � �� 3 ��� �'� ��a�� � 3�� � �. :�. �� ������t�� 3� �� ��� ���d�, mo� ����'� .: . ..�,`-~�: r.�/�,� 0 �1�2• BELL E�ID SP{GO'T EMO OF PIPE pF pIPE ' 3" � � f iN51DE OF � g" � PIPE 3 � � plANi 07 CHIP `� OUT MORTAR � r LINING / . . �� � H�NDING �L1P5, 3 PER JOtP!"f . . � " J � . : .1i• •� � _ . 'Q . . ' t '. .' :,: .• ..:• : .•'_ •..:q.' "- ,I.. _ ','• . -is �vr . . . r _._ •' . � " •' •! ' � ' • ' . � :p _ ' - • - - " �" ," . '.' 24 GA. iNIN. x 1' .. • " . •• �. r •i'. •�� . - ,•" • •• . 5}t0�2Tit�G STRAP, • r • . . • 2 REQU[RE� FDR FACH PIPE (SEE VEEW A-A} NON--SNRINK GROUT PLACED � + . AFTER INSTALLAT1dN i /S" V ' - ' I�NING CIiIPPED tNSIDE OF IN PLANT �E PIPE • � - •�~ �� • r •' J . _ � .� � _ � .� `�� � . ' ' . ' ', •. SfEFl • � . • • • . . • , - r �w, � - t •' . Cl'LWDER �� � ' � ��������\\�� RL�S$�Ft ASiCET ESCfERIOR OF PfP� , r�o�: coATiHc nraf sHowry SHa�7lNG STRAP � (SEE NtEW A-A) • -�--- -`-�-� � � -�=_� r_�'.�. � MWCE GRt]OVE FOR - ..— VdiRE . WRAP REPLACE INliH M PR�T •.•- - ` � � � � �--- B€LL END � �p���T �� ��� END OF PIPE � WIRE 1Nk7APPE� ` • • : 180' OVER SF�Ok7iING - -�.. • :� _ _ . STRAP _ - � -� . .. COATlI�G , ' ' 1' � '• 45" �` CaR� , •; � � caRE a.o. _�'�:::..:•-.=_ A—A YVlRE WRAPPED OVER SHORIING S7RAP HQN�ihtG CLiPS NOTE: CY�[ND�F2 ANfl WIRE � 1Nl� 1�0� 5H01NN . .t� � eve+a� curs w �oe ,Ic�r+r� � Is 5�x�o�wpl. w�n cu�s to eott ►uan s�cor usa+c F�.��� ��n+ c��,�r�,�covEr+�uac � � �osEu srm. ELECTRICA�. C�NTINUfTY BONDING OF PCCP � � 0 3—BONDING CLIPS �(Q�►_S�iRtNK GRQUF PLAC�O REQUfRER PER JOi�if IN F1ELQ AFTER If�SiAtiA71QN SCREENEd COATING . � OF CR.1P5 IN RI.At�T ; ' ' • SCREENE� COATlNG ' - . , _ . • IN P1.Ah[T . a , . _ . a e• , - Q • . r- • a' - a' • . ' • , d a' • .� - . ,� � '. . . n d • � ' _ a � �. e d ' • . - • a � . 4 S �$" nP. � , . . � � �, � ' Q 4. • A . a � RUBB�R GAS}CEf /- , : , . G d a � ' ,_, :' d. . � � . . a. . . G• , . a ..e , a4 . � d.' • • . • _ . • a • . - - , d. - e ' •a ' � . . ' a . . 4. a - � � . • . , ' �! • a '� �1 „' ' A _ -. • '. , . • �• � � .- :� •. •: ••.:.. •: .=. . _ � �, � � . \�\��\\\� �°� . -� -, . a ' . . _ Q. a,a . i ..c • , • " a . n . 6 � ' ' _ '', .' . . i � . ' " . - � . : a .e � � ; • ` . • A �PI..AIVTEi WELOS . a- a . . = <, a �- a. _ a. ., • . FtJLL Fl11ET WEL€1S ' • e • . ' . • a � • : - a .- AT PLAN'�" � - a• • o' � " es � . - a- -• ' •e �, . � : �. ' . 5 ZED SPIGOT RING . ' CARN£GIE SHAPED . #LlNING CHEPPED fN PlAN7' 0 F�R R1AMEiER5 LARGER THAI�! 30" NOiV—SHRINK GROUT PLACED !E� F1El.� � * P'LACE BONDII�G . CiJPS IN f�lTER10R OF �tPE �'OR DWMETERS !.A#�GER THAN 3fl" � BONDEb JQINT--LINED CYLINDER . PCPE 0 . �12 A1�G STRANDm COPPER CABLE th�kTH THW IN5lJLAATION, HIHI�fE, TO 7ESf STATEOH NON—SHR{NK GROUT PLAS�D 'F�lER1dlTE BRAZm � W FEEL.ti AF'iER CANPlEClipld COPWEC73QN . HAS BE�A1 l�lADE V � NP. 'L" BFACKET �11ER • . . � OF PlPE . : ' � PtPE IXT€REOR . fAC70E�Y HOI.UHACK OR a • • ..• � ° .a- . • . -� • _ . ' CHIP CONCf�I� AS ' a' - e' ' , %� Q' � .e • ' -6i � - - n � - � . � , = q: � c�r �oftr�±xx REQUlREA FOR N�ELDiNG a � w ' � / • .. •• a , � ' . _ - . a - • • d CAAi1NG � . - � , •d " 4 ° g a. . . � �'"J . 4 , ° a d •' �' . _ d- • d � .�. � - _ i • • . "a pd , _ . • d ' � ' � � d 4 A • • . . '' `---- STEFl G11.fAiQfR/5]EfL PIPE ' � e �v�" d .. . . . , ' � a • a . . - a + ' ' • . • Q� • � � . . -� � ;(- �_ • � ; : \ \\��\\\\\ ' . ' C�Em' MORr�t . ,' �" _ ° ' ' . c, n . a d ' ' ' - :,ti . ' L.INMG • .-a . ' • � - " a .e L . a •�d . . �• a. a . - a• . " � . • . _ , a .�,,�. _ _ - � .- ' d " . . • . p• • a- . .d • � a ' � -� ' . . • ' - � � . . Qw � _ . � t0 GA X 1--tJ4' YI�tDE X 2-1/2" LON� BDNOIM6 CLJP (3 REQUIREII PER JOIhIT) ARC�4t�fGm 3' APRRT AND ai�l TOP 4F PIPE � _ "L" �1�CKET 8�11�1��.2�G v kFAtOYE PIPELI�IE CAATiNG, FlLE PIPE TO BRlGKf �lEfAL At+ED DRY ANY Ai015TiiR£ VYfM A FOYNEL �` �v 4' . f = _ �� � SiF3 1 HOLp 1NfLUER FlRMLY tN .�LACE 1�fNiLf A"�4iqNG CONNECT1t1N APPLY SPARK GU�1 AWAY FROFd OPERATQR � —, � � STEP 3 COAT CONNECTIOt� Wt7H BITUA�IH0U5 CflMPDUIVD % i/ STEP S STI21P W5UEA7[O�V FFtOB� �nRe (s� No� �o. � ) � _ 51EP 2 R�AdOVE SLAG H7TH NA�I�EER � — �� ST�P 4 ��� �� 6RAPHRE �IOID SiARiit�G �tl��ER Y�FJ.!) MIETA� �- MEfAL QISK - WPPER N!!RE � PI� SURFACE i i..i - i�r.i i.r��iii riii. �NS�� — THERD�IT� �Y�'LDING I�ROC��UR� GENERAL PR�CEDURE l_ WFlEN EI51t�G NQ_ t0 �0 lVQ. 1� AN16 50LI0 Y�4RE, Lf Ylqll BE NECESSARY T� [N5T,4LL A GQPPER SLEEVE �F ,44EQUATE 5lZE O11ER �-lE BAftE EAED OF T}� WlRE AN4 CRtA1F IIY PLRC� 6EFOFtE ATTE�lPT�NG �Q IriAkCE TkfE CONi51EC7101d. Ti-IE WIRE SHCri31..p PROTRl1pE AT LEAST 9/8' �ROd! THE END OF IH� 5LEE11E. 2. INSER�f THE C4N�UCT�DR !t�[TO THE i�OLD NOikHG {UJY SP�CL4L INFORMATION E1NQfR "POSiTtdhlNG" FOR APPLICAiIOf� TYPE EN THE hlAhlUFA�IURERS (NSiRUCTIOt�lS PACKRGEf) 1NRH THE 4YElDFR. 3. IPlSERT SfEEL D15K IP! BOTTOAI OF £AMY ENS1�E t�Ot13. P4UR TFIE tl avE1D �tETAt 1M'o MOLD BEING CnFta�iL NaT TO t1FSEl' 7�[E SiEEL QISK. SQUEEZE 1!•1E BQTf4M �OF IFEE Ti1BE TO LOOSEN AR..L TFiE 5TARiiNG POIh(�R AND SPR� If EVENLY 4VER TFiE WEL� AItTAE.. PIACE A StdALE. AMOUMi QF Sl'AR�1NG POWDER OM TFi� i0P EDGE Of' '[HE �O[D UN�ER THf CAVER OPEA[IIdG FQ1i �ASY IGtdiTiON. 4. CL.DSE C�VER Ml[] IGNITE Wlll� iHE F71i+iT GUN. �IDVE TFtE FLINT GUN AWAY QU1ff�t�Y TO PREVEI+fT FOUl3NG. IF FW�f GUN SHOULD BECDM� FOCt�, SOAK Ff tN HOUSEkIOLD A�ulAdONIA 5. AFTER 1GNIIlOt� HOtfl TNE 4YELDER IN PLACE FOR A�dOMF1+IT TO ALLOW TkfE VYELEi TO SUI�Q1Flf. AFTER'TFEE 1Np.D HIlS GOQLEQ� REMOVE 11#E SLAG WITH A CHIPPIhiG liAM�IER OR WIRf BRUSH. • 6. CQAT CONN�CTION AND �}iE FN[IRE PREPARED SURFACE. 7. Ei„EIW THE COVER fVF�3Y 6 TO i 0 1�dEidS. S. YYET OR �AbdP MOLDS VNiLL PRODUCE FOROIlS 11�ELD5. A{0l..OS A4UST BE �RIED 4U'r BffORE A7TEl�Pf�NG 70 WEiD. 9_ CONN€CTlONS RRE TO BE PLACm A MI�VIMU�& i3F 3' APA�. UNSUCCESSFUL 1NELRS ARE 70 8E ABAi�iDONEt3 AN4 tdDV� TO ANUTHER �PRE�ARED �RFAC� NOT LE55 THAN 3' A�dAY. City o� f'�'o�t b�or��h, TTe.xas J��y�� �� �����1 � ��������r��l �� DAT� REFERENCE NUMBER I�OG NAM� PAGE 1114103 **�_� ��� g` 30RANCH 1 af 2 sUB��cT AWARD O� C�NTRACT TO CONATSER CONSTRUCTION, INC. FOR A 36-INCH WATER L1NE EXTENSION TO SERVE SENDERA RANCH, CONTRACT II RECOMMENDATION: It is recommended that the City Cauncil authorize the City Manager to execute a contract with Conatser Construction, Inc. in the amount af $1,326,175.20 for a 36-inch water line extension to serve 5endera Ranch, Cantract II. I 7���1�$y[�7►A Sendera Ranch, Lfid. awns approximafeiy 1,900 acres located norti� af Avondale Haslet Road and east of Willow 5prings Road. The City annexed this property on Decern�er 11, 2001 (Ordinanc� No. 1�L888). The property is zoned for singl�-family, m�tfti-family, communi#y facilities and neighborhoo� cammercial uses. On December 11, 20fl1 {M&C G18878}, the City Council approved a derrelapment agreemenf befiween the City and Sendera Ranch, Ltd. The development agre�ment stipulafed that the City would design and construct a sanitary sewer lift statian at the southeast corner of the de�elopmenf. On December 18, 2001 {M&G C-18895), the City Councij authorized the City Manager to execute a contract with Cart�r & Burgess, �nc. for water and wastewater mast�r planning for Sendera Ranch, which included the preparatian of plar�s and specifications for water and sanitary sewer extensions. Contract I� cansists of the installation af approximately 8,1 �Q linear feet af 36-inch water line. The project was advertised for bid on May 3D and June 6, 2002. On June 27, 2002, ihe fo[lowing bids were reeei��d: :177�1:7 "�5ite Concrete, Inc. '�BRB Contractar's, Inc. '�Jackson Construction, Ltd. *Oscar Renda Contracting, lnc. �Boyer, Inc. Conatser Cans#ruction, Inc. 1Nilliam J. 5chultz, Inc. dlbla Circ[e "C" Construction Company H & W Utility Contractors Pate and Pate L.L.C. 5. J. Lauis Cons�ructian of Texas, Ltd. Jordan Pa�ing Corporation AMOUNT $1,24�,62�.00 $1,272,990.40 $1,2$2,789.flD $1,285,725.00 $1,39 9,428.00 $1,326,175.20 $1,337,88�4.00 $1,4'[ 8,618.80 $1,426,303.2Q , LLP $'i,447,996.00 $1,567,784.00 TIME OF COMPLETI�N 120 Calendar Da�s '�The indicated bidd�rs w�re determined to be non-responsive to the contract specifications by failing to comp[y with the MIWBE r�quirements. C'i�y of �o�� Wo�th, T'exas i�l�y�� �� ����cid ��������af%� DAT� REFEF2�fVC� NUMB�R f�OG NAME PAGE 1/�4103 **��� 9�,� � 30RANCH 2 of 2 suBJ�cr AWARD OF CONTRACT TO CONATSER CONSTRUCTION, INC. FOR A 36�INCH 1NATER LINE EXTENSION TO SERVE SENDERA RANCH, CONTRACT II The non-a�ailabili#y of funds with which to construct this proj�ct until recently, caused this Mayor and Council Communication to be defayed. In addition ta the contract cast, $93,Q00.00 is required for inspection and survey, and $4a,aoo.ao is required for project can#ingencies. Conatser Constructian, ]nc. is in compliance with the City's MIWBE Ordinance by commi�ting to 2°/Q MIWBE partieipatian and documenting good faith effort. Canatser Construcfiion, Inc. identified several subcontracting and supplier apportunities. Howe�er, the MIWBEs contacted in �he areas ider�tified did not submit the lowest bids. The City's goal on this project is '[8°/Q. The project is located in C�UNCIL DISTRICT 2, Mapsco 5T and X, and 19B. FISCAL [NF�RMATIONICERTIF'ICATION: The Finance Directar cert9fies that funds are a�ailable in the current capital budget, as appropriated, of fhe Water Ca�pital Projects Fund. MO:k Suhmitted for City Manager's Of�ce by: Marc Ott Originating Department Head: Douglas Rademaker Additional Infarma�oa Cont�ct: Douglas Rademaker F[lND I ACCOUNT I CE1VTEii � AMO[fNT CITl' S�CRETARY (to) 6122 6157 {fram) P160 � 6157 � 541200 D60160151850 $1,326,175.OD APPROVED Z/14/�3