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HomeMy WebLinkAboutContract 28334� ����Y :+L��i�lh��i� � . �� f:�.�7.�. FI�� �� �Y�f�il�l��:T�k�'� B�I�#L�l�'��� C{�. SPF�i��A"1'T�T�I� � f 1�������T����� �''���",�, }�� . ." ...;•.:�� �Ol�'T�1�A�T'7�QC�fIvI��I�'T� i� O� � 1J �� �.[ � .l ���L � �-� r� �J 1�� k �� �,:d ������ ����� ��il 1 ���� ! � Ws�gicy�Robert�on! ��y�d� Run�L �td. i�tt�r�eetioo '�o Li5 E�wy �87 �A'I'�Ft P��JECTNO,: P�1�6�-�G0160i518�U ���' �i0, �6�� • , I � . � � 't 1C�I�I4�J�'FI� L. �3�R.R �1�f AY C��t ■i�Mi08 ii*FY*�a4i6Swi S. f�h, �A$AI��H ■ �i# �*711 V 6}!i � i�Ni �� • ; �Q 3�� �0 �4: a ` # 4� � O '�+ ����1 � ���Y S��:R�Ai�b°���� �.;{ �!�r"i-f�ir"��:'�- �fC�� � — � �ARY W. dAG��01�I C�'�`� �rIANAC7E� . , , �� .� .,;� �s4��c��l!�����i ��c+w��� �1_ ��11C'sL�� �ADE?Iv]r"�i��R, P,�., T)TRE�`TOR . � . � , Di:iPA�TfVIL+Ii�T ��' EAICiT�VFCRi�1Ca ��f f �� C �� �� �' �S� � 77'7 �Viair� $tre�;� �ol-c 1�ortk�, �'exas 76�p� �&.B ��+b i�o. - �}t13��,{�lU.�.�o�� �������� �� � � #� a Nf�r�rt��i,aiiiaF44#f44.n�rr�i ���RY�AN � JAi��! }p �� ����� � ������� � ������� � J �������� � � :-:�} � SPECIFICATI�NS AND CONTR.ACT DOCUMENT� FOR 3d" �VA'�']El��E �'� ���V� SEI�l��. ��� C011YTRACT I , Wa�Iey-Robextson/ Sonds Ranch Rd. Intersection To US Hwy 2�9 WATER PRQJECT NO.: PW 160-OG0160151854 DOE NO. 3638 KENNLTH L. BARR G.ARY W, JACI�ON MAYOR CITY MANAGER A. DOUGLAS RADEMAK�R; P.E., DIRECTOR DEP.ARTMENT 4F ENGINEERING � ��:��� ���l� � ���� � � 77'i Main Str'eet Fort Warth, Texas �6IO2 � f� CBr,B Job No. - 011358.01D.1.OQ08 I I TABLE OF CONTENTS i� �>, :� � I 1. 2. 3. 4. 5. 6. 7. 8. 9. 1 �. 11. i2. 13. 14. 15. I6. Notice to Bidders Special Ti�struct�ons ta Bidders Part B�Proposal Minority and Wamen Business Ent�rprises Specifications Part C-General Conditions Part D-Special Conditions Wage Rates Permits/Easements Mate�.al Specificatians Certi�icate oiInsurance Contractor Campliamce With Worker's Coxnpensatian Law Performauce Bond Pa�nent Bond Maintenanca Band Part G-Contract Appendix A-- Cathodic Pratec�ion Report Q NOTICE TQ $�DDERS Sea�ed pxoposais iar the fallowing: 3G" WATERLII�E TU SERVE SEI�TDERA RA1�CH CONTRACTI PROJEGT NUMBER(�): PW 160-Ob016015185p DOE NO. 3638 Addres�ed to Mr. Gary W, Jackson, City Manager of the City of Fort Waxth, Texas, will be received at the Pwrch�.sing Office unti11:30 P.M., Thursday, June 27, �Ofl2 and tlie� publicly opened and read aloud at 2:04 P.M. Plans, Specifica�on� and Contract Docurnents for this pro�ect may be obfained af the office of the Depa�lm�nt of Engineering, Municipal Office Building,100a Throckmorton Street, Fort Worth, Texas. One set of docum.enis wi�l be provided to prospective bidders for a deposxt of ;�ZO.Od; such deposit will b� ��fiinded if th� docum�nt is returned. in good condition within 10 days a.f�er bids are opened. Addition2�i sets may be purchased on a non-refundable basis �or twenty dollars ($20.00) per se�. Bid �ecurity is required in accordance t�vith the Special Instxuctions ta Biddexs. The Cityreserves the right to reject any andlor all bids and waive any and/or a11 irreg�lariiies. Nv bid rnay be withdrawn un�il the expiration o£:farty nine (�9) days from Ehe date the M/WBE UTIL7ZATION FORM, PRIIVSL CONTRACTOR WANER FORM ancUor the GDOD FAITH EFFORT FORM ("Documentation") as appropriate is received by th� City. The awaxd o�' contracf, if xnade, will be within forty nine (49) days a.fter t�is documenta�an is received, but in na case will �he award be made u�til the responsilaility of the bidder to whom i� is groposed to awa�d tl�e contract has been v�rif�ed. Bidders are r�sponsible for abtaining all addenda to the contract documents and acknowlcdging receipt af t1�e addenda by initialing �.ie appropriaie spa�es on the PROPOSAL form. Bids that do not acknowTedge receipt of all addenda may be re��cted as being non-responsive. It�formation regarcting the status o� addenda may be abfiained by contacting the Depar(�nent of Engineerin,g a�t (Si�) Sii-�91Q. In accard with City of Fort Worth ardinance No. 11923, as amanded, the City of Fort Worth has goals for �he parhicipation �f minority business enterprises and woinen business enterprises in City contracts. You may abta,in a capy af the Ordinance frarn the Office af the City Sccretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIlVlE CONTRAGT{)R WANER FORM andlor the GO�D FAITH EFFORT FORM ("Doc�mentation'� as appropriate. The Documenfation must be received by the rnanaging department no later than 5:00 p,m., five (5} City business days after the bid opening date. The bzddex shall ab�ain a receipt from the appropriate employee af the managing departmen� to whom del�ive� was made. Such receipt sha11 be evidence that the Documenta#ion was received by �he City. Failure to camply shall render youx bid non-responsive. For additional. information, contac# Mr. Bryan Beck, P.E. with the City of Fort Worth @ S 1'�-� Si1-7909 or Mr. Bryan Jann, P.E. with G$rter & Burgess, Inc. at 817-i35-6237. GARY W. JACI�SON CITY MANAGER Advertising Dates: Ma.p 30, 200� 3une 6, �Q02 GLORIA PEAR�ON CTTY SECRETARY Depa�ent of Engineering A. Douglas Rademaker, Director By ck Trice, P,E. l�nager, Cnnsultant Services l SPEC�'AL INSTRU'CTIONS TO BIDDERS 1) PitE[)UALII�'ICA�'ION REOUIltEMENTS: .A] I conua�xars subnuiti�g ��ds �i� r�+q��ir�� io lhe pr�qualif�ed by l�� I=ort Vdorll� W�#ur D�parrrne�it prsar tu s�tbnutiing bids, 'I'k�is prequalification prncess will esiab�ish a laid 1'nnit based on a technical evaluauan aud financial analysis of the contractor. It i�s the i�zddar's responsibility Yo ssbtr3if t1� £o�lowing docwmentatiQn: a cunrez►t fixjancial statezncut, an accep#able experience record, a�n acceptable equipment schedule �d ari3� �t�r �o�wner�ts the �eparhneni may deemnecessary, to the Direetor nf tl�e Water Deparfs�eni a� 1��st ��v� (7) ��I�n�sr dayt, ��,�t �� ��te d�ts; of the openiHg of bids. a) T'�to financial statement requued shall have been prepa�red by an independent certified public accauntant ox an independent public accountant holding a valid permit issued by an apprqpriafe State �icensing agency aud shall have been so prepared as to reflect the imancial status to the submitting company. This statement must be current and not more tl�tan one (I) year old. �a �ta case that a bidding date falIs within fihe tim�e a new atatemant is beit�g prepaxed, the prev�ious statement shall be updated hy proper verif'ication. b) Far ax� exper:ience record ta be conside�ed to be acceptable for a given project, it m�st reflect t1�e experience ;� of the iirm seeking qualificatian in vvork oi bo#h the same nature and technicalla�vel as that of the project ,, for v►�}�ich bids are to be received. c) The Directax o£the Watex Deparf:t�ent shall bc tlxe sole judge as ta the acceptability for fznanciaZ � qualificafion to 1�id an any Fort Worth Water Departrnent projact. d) Bids recei�ed m excess of the bzd lutv,t s�I be considered non-respo�slve aud will be re�ected as such. , e) The City, in its sole discretion, may reject any bid for �ailgre ta demonslrate experience andlar expertise. �} Any propnsaIs subznitied by a non prequalified bidder s�all be returned unopened, and if inadvertently ` opened, sha.11 not be considered. g) The City will attempt to notify prospective biddexs whase qualificatians (financial ar experience) are not j deemed to be appropriate to the �nature an,dlor magnitude of the project on wluch bids aze to be received. �� �ailure to nat�f'y shall not be a wa.iver of any necessary prequalification. 2. SID 3ECURITY: A cashier's cheak, or an acceptable bidder's bonci, payable to #he Ciiy of Fort Worth, in an � amount ofnoi less than five (5%) percent of the largest passible total ofthe l�id submified nnust accompan�r the bid, atid is s�bj ect to forfeittire in the event the successful bicFder fails #o exscute t�te Cantract Daeuments within ten (ld) days af�er the cont�act has been awarded. To be an acceptable surety on the bond, (1) #he nama of the stuety shall be included on the current U.S. Treasury Lzst, or (2) the sure#y:must �.ve capital aaid surplus equal to ten timea the limif of the bond. The surety rnust be liaensed to da bnsiness in the stat� of Te�ae. The amount af the bo�d shall nat exceed #he amount shown on �e txeasury list or one-tenth (1/14) the toia� capital and , surp�us. 3. BONDS: A performance band, a paym�nt bonct, and a maintenance bond eaeh for one hundzed (1 DO%} percent of the con�'act price will be required, Reference C 3-3.7. 4. WAG.E RATES: Section C3-3.13 of the General Conditions is del�ted �nd xeplaced wit� the following: (a) The co�aractor shall comply wi#h all reqwirements of Ch�tpter 225$, Te�zas Go�emme�rt Gade, incl�ing the p�yment afnot Zess than the rates dete�rmined by the City Council ofihe City of Fort Worth to be #he prevailing wage rates i� accordancs �with Chapter 2258, Texas Governrnent Code. Snch preva�iling wage rates are uaeluded in theee contract documants. (b) The conizactor sha11, for a period of three (3) years following ihe date of acceptance of the vv�ork, maintain , � j records that show (i) the name and ocoupaiion of aach worker suaployed by tha coniractor in the construcbian of the wark provided for in this coatzact; and (ii) the actual per diem wages paid ta each worker. These records sha11 be apen at all xeasonable houxs far inspeciion by the City. The provisions oP D-3 R�ight to Audit p�rtain to this znspaction, (c) The con�ractar shall include in it� subconlracts and/or shall otherwise require all af its subenntractors to com�ly with paragraphs {a) and (b} above. (d} With each partial paycnent estimate ox payroll period, whichev�r zs less, an aifidavit stating t�at t�e oant�actor has complied wit�t the requirements of Chapter 225$, Texas Government Code. Tl�e contractor shall post ilie prevailing wage rates in a conspicuous place at the aite o�the project at ayl tirnes. S. AMBIG[TITY: In the case oiannbiguit� or lacic vf cIearness in staisng prices �n the Proposa], �e C�ity reserves t�e ri,ght ta adopt the most advantagepus consteuction thereof to the City or to reject the Proposal. b. SIDDER LICEN�E: Bidder must be a licensed Conh�actor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Wottlz wi]I not a�+ard f�s contrsct to a nonr�sident bidder un2ess the nonresident's bid is lower than the lowest b1d subsnitted by a reaponsible Texas resident bidder by the same amount tbat a Texas resident bidder wauld be required to underbid a nvnresidenf bidclex to obtain a campatable cantract in the state ia w�uich the nanreszdent's principal place of business in Iocated. � "Nonresident bidder" �neams a bidder whose principal place of business is not in this state, i�ut excludes a contractor whose ultimate pazent cvmpany nr majority orn+ner has its principal place of business in this state. ' T�t�is provision does not apply iithis contract invalves federal funds. The a�pxoprlate blanks of the Proposal must be filled out by sII nanresident biddera in ordex for the bid to rneet specificaiions. The fai�� of a nonresident con�ractor to du so wzll autornatically disqualify t�at bidder. � 8, PAYMENT: If the bid xmount i9 $25,000AO oz less, ttte co�tract azno�aat sha11 he paid w�ithin forty-five (45} ealendar days ai�er campleiion and acceptance by the City. 9. AGE: In accordance with the policy ("Palicy"} of the Executive Branch of the Federal Government, Cantractor cov�nants f,�at neither it nor any of its of�'icers, members, agents cmployces, �a�razn participants or subcontractazs, wrfile engaged in performing ilus coniract, sha21, in connection with the �m�loymen�, advancemeni or discl�azge of ernployees ar in eontiectinn wi� �,e t�rm�,s, conditions ar priyileges of their employ�ne�nt, discriminatc against persons because of their age except on the tsases af a bona itde occupatianal qualification, retirerneni pIan or staiutory requirernent. Contractor further covenants t�at aeither it nor its offiicers, membe�rs, agents, �;m.ployees, subcontractoz-s, program pariYoipants, or persons acting oa tFieir behalf, ehalI specify, in solicitations or advertisements for employees ta wark on this contract, a maxi�n�.un age limit for such empioyttxent untess the specified maximum age linait is based upan a bona �ide occupat�anal qualification, retirement plan ar statutary requirements. Contractor wairauts it wi11 fu11y comply with the policy and wi�l defend, inaemnify and ho�d City �armtess a�ainst any cIaiu� ar allegations asserted by third parties or subca:ntractar agai�nst City arisinig out of ; Contracto�'s and/or its subconixactore' alieged failure to camply vs+ith the abova referenced Palicy concerning age discrimination iyx � perf"ormance of tlus agreemez�.t. 10. DYSABiI,ITY; Tn accoxdance with the provisians of the Anr�ericans With Disabilifies Act of 1990 ("ADA"), � Cantrac#or warrants that it and any and al1 of its subcuntraotors vvilI no# unlawfully discrirninate on it�e basis af dis�i�ility in the provision af services to thc general public, nor �tx �he availabxlity, terms andlor conditions af employment for applicanis for employmen# with, or employees of Contrac�or or any of its subcontractaxs. � Coni�aatar watxau�s it will fa11y comply with ADA's provi�sions and any o#her appiicable federal, sfiate a�.d Iocal laws concertaing disability and wiIl de%nd, indemni.fy ana hold City hartriless aga.inst any claims nr allegations asserted by t,�ird parties or subconiaactors again�t City arising aut of Coniractar's and/or its subaontractnrs' alleged failure to camply with the above referenced laws concemiug disability discrirninaiion in tlfe pe�fortnance of this agre�mant. 11, 11�NURITy AND WOMEN BUSIIVESS ENTERPRISES: In accord wifih City of Fort Worth Ordinance No. 11923, as �nended, the City af �ort W orth has goals for tlze participation af manority' business e�aterprises and womem business enterprises in City con�raats. A copy of the Ordinance caa be obtained from the �ffice o:F the City Secretary. The hidder et�ail submi# t�e MB�1WB� UTILIZATION FORM, PRIME CON'TRACTOR WANER FORM and/ox tlse GOOD FAITH EFFQRT FORN! ("Dacumentation"} as appropriate. The Docuxne�tation must be received by the managing dcpartment no later than 5:00 p.m., five (5} City husiness days after the bid opening date. The biddsr shall obtain a receipt from the appropriatc employee of the managing dcparfinent to whom deli.very was made, Such receipt shall be ev.idence tha.t the doeumentation was reeeived by ihe City, Failure ta comply shall reuder the bid non-responsive. 12. Upon request, Contractor agrees to provide the Clwaer complete and accurate i.nformation regarding actual work performed by a Minority Busin,ess Bnt�eerprise (MBE) on the contract and. payment thereof. Conttactar �ua�er agrees to permit any audit and/or exami�nafion of a.ny books, xecnrds or �'iles in its possessian that wil� substan�iate tlie ac#ual work per#'ormed by an MBE ar�dlar WBE. The mzsrepresent�tion af facts (othex than a ne�igent misrepresentation) and/or coiYunission of fraad by the Contractor wi11 be grounds for te�tninatio�► of the contrae# andlor initiating action under apprap�riate Fex3etal, S#ate or lacallaws or ordinances relating ta false st�temezits. Further, any such misrepresentation facts {other than a negligent misrepresentation} and/or commi�sio�► of fraud will result in the Cflntractor being doternvned ta be irresponsible and barred from participating in Ciiy wo�lc for � period of iime of not less than tJaree (3) years. .1 PART B - PItOPOSAL This praposal rnust not be removed fram this honk of Contract Documents. TO: Gary W. Jackson Fort Wort�., Texas City Manager May 2002 Fort Woz�ih, Texas PROPOSAL FOR: The fi�m�ishitag of alI maierials, except materials specified to be furnished by the City, equipment and labor �'or the ins�allaiion of appraximate�y 14537 L.F. of 36 Inch Water Pipe and a11 necessary appurtenances and incidental work to provide a complete and se:rviceable project designated as: 36" WATERLINE TQ SERVE SENDERA RANCH CONTRACTI Water P�rojeat No. PW16Q-0�016015850 Pwrsuant to fhe foregaing 'Notiee to Bidders', the undersigned Bidder, hav�ing tharoughly � axamined the Contract Documents, including plaus, spe,cial co�t�act docurnents, and the General '� Contract Documents and General Specifications for Water Departmeni Project�, the site �f �he prQject and understanding �he a.mount o�work �o be dane, and the prevailing conditions, hereby praposes to do all th,e work, furnish all labor, eqzupmez�t and mate�ial e�ccept as specified to be � fiunished by fhe City, which is nec�ssary �a fu11y complete the work as prov�ided in the Plans and Can#ract Documents and subject to #lie inspection and �pproval o£ t.he Director of the Ciiy ' Engineering Deparrtment of the City af Fort Worth, Texas; and binds l�imsel� npon acceptance of � this Proposal to execute a contract and �ixrnish an approved Performa�ce Bond, Payment Bond, Maintenance Bond, and such ath�r bonds, if any, as may be requixed by the Cnntract Documents ' for �he performing and ca�npleting of the said wark, Contractor proposes to dfl the work within the time s#ated and for the following sums: 'J ,. I� urr�r r: WATER ITEM APFROX. DESCRiPTION OF ITEMS WITH UNiT TOTAL NO. QUANTTl'Y BID PRTCES ilVRITTEN IN �TORDS PRICE AMOIJNT {�rnish and 'u�,sta1l, inc2uding a11 appurtenant wark, complete in place, the £ollowing items) {D-No. refers ta related �terns in the Part D Special Conditions:} 1A. 1�166 L.F. 36-Inch Prestressed Concrete Cylinder Water Pipe, D,2'�; Per Linear Faot: = � � , . ;/ �, c/ c ' Dollars �nd � ,' . � , � „ . ' . Cent� � , _�. . _ � y 1B. 141�6 L.F. 36 Inah Duc�ile Iran Water Pipe, Per Lirxear Foat; 2A. 392 ZB. �sz 3A. 1 Dollars and CentS $ L,F. 36" Prestressed Conczete Cylinder Pipe by Borixig and racking with 54" Steel Casing, Per Linear Foot , . '� `` Dollars $ . � and . = �'- Cents L.F. 36" Ductile Iron VVater Fipe by Boring and 7ack.ing with 54" Steel Casing, Per Linear Foot: Dallars $ and Cents L.S. Concrete Pressuxe Pipe Fittings, D-27; Per Lump Sum � � , �.,' � � : ,, ,C.: �Dallars and , - -_ � Cents $__ti___�- .- __ � E �; . � � $_. , , �� " .�. $ _ � _ � : � .` ; V i 3B. 5 4. 7 Tons Cast Iron/ Ductile Iron Fittings, D-25; Per Ton Dollars and Cents $ EA. 3G�In�ch B�tterfly Valve and - Access Vault, Per Each � � D�llars and " - Cents $ , 5. 4 EA. �tall �" Cambinatzon Air & Vacuum Release Va1ve & Vault, Per Each ' r A � � - � - " ' DO1�aI'S and � - Cents $ � � � 6. 3 EA. Ins�al� 6-Inch B1aw-Off wl 5 Inch Gatc Va1ve and Sump Manhole, Per Each - - � � � .� ,� � '�,__ _. � � �r�, �. Dollazs and = � Cents $ 7. 400 C.Y. Roak Ri� Rap 15"-$" 2' Deep, Per Cubic Yarc� "� ; ' Dollars and _ _ '- Cents $ - 8. 1 L.S. Cathadie Pro#ection System, Lump Sum , _ .._ - _ ". _ _ ; - Dallars .,t � an.d _ � C�nts $ 9. 14166 L.F. Tr�nch Safety System, D�19; Per Linear Foot , , ,�, Dollars _ � and - . - •. . C�nt� $ , - : � ., • . $ � J�'� '� � � $ � �� � � ,. , , � — � � � �� �33� ; � , ,� , � 10. 10 L.k', Remove and R,�lace I 8" RCP, Per Linear Foot lI. 1 12. S 13. 445 Dvllars _ Cents $ .�' Dollar� Cen�s $ � " - ' _ ���.' � Dollars and � , �c�`. C�nts $ ��, and � , ��: EA. Remove and Replace 3'X 3' Grate Tnlet Per Each , , r �� , �� .Vc EA. F�r� Hydrant Assembly, Per Each , LF. Tns�a.11 and Remove Temporary 5-Strand Barbed Wire Fence Complete in P1ace, Per Linear Foat -- - Dallaxs � . � �C�nts � ana � ; -- $ ' � ed $C�7�'� �" � $ . ' � ��f � � TOTar., .aMouNr Bm �- . -, - - - -- - - - - PART �3 - PROPOSAL {Cont.) Within ten {10) days after acceptance of this Prapos�, the wa.de�rsigned w�ill execu�e the �orma� contract and will deliver an approved Surety Bond a�d auch othex bonds as required by the Cont7ract Dacuments, for the fai�hful p�rformance of the Conlxact. The attached bid security in the amount o� S% is to b�came the properiy of the City of Fort '�U'arth, T�as, in the event the cont�act and bond or bonds are not executed and c�elivered within the �ame above s�t �orth, as liquzdated damages far �.e delay and a.ctdirional work caused thereby. ., , PART B - PROPOSAL {Cant.) Within t�n (10) days after acceptance of this Proposal, th� underszgned will execute the formal ` contxact and will deliv�r an ap�aroved S�rety Bond and such othe�x bonds as xequired by the Con�act Documen�s, �or the faithfiil performance of the Contraci. The attached bid s�cr�rity in ' the amount o� 5% i.s ta become the praperty af �he City af Fort Worth, Texas, in the event the cant�act and bond or bonds are not executed and delivered within the time abava set fox�th, as liquidated damages far the d�lay a�.d addationa� work caused thereby. � The undersigned bidder certified t,hat he has been �shed at least one set of the General Contract Doct�me�ts and Gen.eral Specifications :Eor Wa�er Department P�rojects dated January 1, , 19'i8, and that he has read and tharoughly understands all tha rec�uirem.ents and conditians of thase Gex��ral Documents and the specific Canfract Documents and appurtenant plans. ,� ; The undersigned assures that its employees and applicant� fox eznployment and. those �f any Iabor organizatian, su�cont�actars, ar �mployment agency in either furnishing or referring employee ',� { applicants to the u�dersigned are not discriminaied against as prohibrted by the teims of City . Oxd.inanoe No. 7�78 as amended by City Qrdinanc� Ivo. 7400. The Bidder agr��s to begln constar�tctivn within 10 calendar days after issue af th� work arder, and to complete the contraci within "� Jo ����il���' ��jSS aftex beginnu�g aons�ruction a� set forth zn the written work orcier to be farni�hed by th� awn�r. {Complete A ox B below, as applicable:) � �' X A. Tl�e principal place of business oi our company is in the State of �$as , Nonresident bidders in �ae State af , o�ar principal place of busincss, are required to be pez�oent lower than resident bidc��rs by state law. A copy of the statute is attached. Non resident bidders in thhe State of Kar►sas , our principal �lace a�husiness, �.re noi requ.ared to underbid xesiden� bid.ders. B. The princi�at p�ace afbusiness of our campany or our �arent company ar majority ownar is in the State of Texas. i �, I � I � B�S � �ity of F�r� �North �Ul�r�ori�y ar�� 1�1��r�-ten Busin�ss Ent�rpri�e �pe��fi�a�tion� �PE�I�I� I1��TRU�T��1�� ��R B1�1D�1�� AI�PI.[�ATI�I� O� P�L1�1� �I[ t�e #a�al �o11ar v�lae.of.#F�e contract ls 5��,000 �� mare,_ihe l�11�N9� g�al:is.�a�plicable.� �,If t�ie_total cla�lar ���uevf#heco�tractls�esstF��r���5,�00;�ti�el�lWBE�gdat�is�rtbta���p4ic��a�e.''-�'=�����'�.-_-'.-.Y`,;�.:'�-:�-`�x==.�:-�:�.�� �.. P�LI�Y STA'fE14��NT €k is #t�$ �oli�y �f tha �i!y af ��rE Worth to ensurs #ha fu11 �nci ec�u�t�rle p�rtic€pati�r� by iulwro�rityl4�ome�x 6r�s�ss �nl�r�r�sas (I�WUB�� an �he �racur�m�nt oE a11 g�ods a� aervlces t� the �C�iy an � cantrac[uEal I�asis. 7he abjec�3ve of th� Po1��}+ ts to �n�rease the �se af MltiN�E fimis k� a leve� cor�tiparal�le ka #�e a�+��a���i�y �� h�lW��s ih�l provid� gootEa ar�d ser+��ce� cfFrectly or �ndir�c#ly #o tE�e �lty_ AI! ��air�rner�ts and reg�aEaxi�rts sta#�d in liza �9ty�� �urr�nt h�ln�nty an� 1+V�men 6us�ness Er��a��ise O�cfEn��r� �pky ta thfs bid_ NI�WBE �F�O,l��T C�A�.� 7h� � ity's N48�MlB� go�1 on t�rls p�j eck 9e _�.� °Io o� tY�s ��se k�Cd �+���s o� �,e conkr�ct �OD11P��A[��� f0 BlD SP�CIFkCATION� On �it}+ r.ar�t�acts �f $�5,��� or mo�e, bict�ars ara req�+ired fo comply with th� inte�k af #F�e ���s N�N[�E �rd9nar�ce �y e'st�e� of fd'� f�1l�wir�: �. Meet or exc�ed the ah�ve sk�t�d N1�V�� gaal, o�; 2. C�o�� faith �ff�rx documen�atinn, qr; �. W�iver dpcument�#lo�. SI�Bl�Ii7�AL �� ��Ql1�R�D ���UI���iTA'�i0�1 7h� �ppfi�able docurn�nts m�st be reaeh+ed l�y th� f+fl�r�aging De��t'Irr3t�nk. w3k��� t�e �a�lcawirr� #imes allo�a�ad. in orcfar f�r th� enkire k�lcf ta b� ca�siciared r�spor�sti�+e to t�e speclfica#�ns. �. [�fMf�E L��1l�Zak�orti ��rm, if goaE is rr�ek o�r �wceect�d: �. �oad Fa+kh �fFart F�rert and MIW�� �l�l�k�nn F�Frn. �f parti��pat�on 1s i�ss ih�n sk���d g�ai; �. �aod �aEti� �f�o�t �'am if �o partac�p�tion: �. P�ne Contr�ckor WaFrer F�rm: rec�lved by G:00 �.�r., �ive {�) �ity bus�n�s� days ��ter t�e bid opening �ate, ax�lusiv� ot #h� �ld op�,tl�g �ate. re�eived �y f�:{�Q p,m., #i+re (5� �4#y l��slness ��ys a�#a€ the bi� 4p$nis�Q date, exc4usive of the b�€� openkng d��e. reGe�wad �y G:OD p.m., �iw� (5} �I#y �usl�ess days afber #he hl� op�nfn� d�#�� @R1.`IIISIY$ Q�t}4� i]�� 0�17I11� CI�k$. receiva� b� �:��D �r.m., il�r� ��� �ity b��lnes� �a�s ai��r �he �fd openS�� d�#e, exel�s�ve �f the �id o�enin� dafie. ��A#LUR� Tp �OMPL.`#Y1[ITr[ "fFi� ��TY'S MlWB� O�t�INAN�E,°WILt R�SLJL� INTki�.B3�1 ���NG = �� !a��:;t:_��_'��_..� � - . . � � -. . ;'���Fl�IE3�f��D MO�1-R�S�,OiV�l1�E TO Sf'�CIFICATIOPi�:���'.�.;;-`:-- =.;'' �-, _ ,-:;;=='w:`'�l�`�-.�. 1�n� ��sesti��ts� p��ase cantaet t4�� Af�lW�E �itic� at �89T� 877 �G40�,. Rau. 6r4�l�ff Employee Owned CO1�PTl�,������, IIM�. 3t�y 24, 2UO2 City af Fart Wortl�, Te�s Depart�uent of Engineeriang At#n: Ms. Niicki McL�roy Muiucipal Office Bnildi�g 1000 Thrackmorton Street Fort Wortll, TX 76IO2-6312 •II ,L � , I, ,� :� �r i zl � I � Via: UPS and facsinule no, 817-87'I-7854 Re: 36" Waterluie to 5erve Senc� Rax�cl�, ConUract 1- DOE 3638 Project Number PW150-060I6015854 Ft. Wortlz, Texas Deax Ms. McLeroy: P1�a�e referei�ce t�e abcn+e pra�ect. www.brbcontrrrctops com Enclosed is our re�ised MBE/WBE Utilization report for the above project. Note that page one is tl�e same, but after coiisultation �vith Mr. Tom 7ordon, we have suhstituted Jo�ny Ortez Cot�struciinn, Inc., on pa�e lwo For Gla'hal Welc�g Service and oi7.B.E. I3arcus, Inc. Qurprevious minarity bus�nesses did not meet all of t'�e NCTRCA recxui,r�ments upon review by the City of Fortl� Warth Minority and Wornen Business E�terprise Depardnent. We believe t�at our attac�ted list of associated contractnrs �nvill meet the eriteri[a, and will be a positive influenee on ti�e pra,ject. Please process the attached submittal a�d the othe�r co�tract docu�nents so thai work can hegin. ff you have any at�er c�ue�t�o�as or comiuents, please eitiier contact me, or Mr. Ke� Burkl�ead, the estimator. Very ttuly yours, d�]��c�ia�el`C. Welch President Copy: Mr. To� 3orcian 38Q� NW 2�th Street • l'.O. Bax'�a0940 Topeka, fiansas 56675- D940 ��� ��� ,���. bx �� �= �`� t ' � � G"+ y� !'�� �'y � .�. —! — � �- �ro _� ` � » � � -� � � Phone: 785-a32-1245 Fax: 785-�35-8045 � A:��CHM��l+ 'tA � j �age � a; 2 �i�� D; �QE� �J��� �� 1�i�r��ri�� �r�� �ii�me� ��as��ess �n��rp�i�� ����i•s'i��i��� { l���lV1l�� t��i� �,�',�„-��`��'�: �' `: r � �� �x � ' ; 1 l .-."1": i`� � � / �" ' � $j� C'r��t�'���:(7Y'� . Tilc; , .1�1I1� Z r' , 2002 ��R1MECO�PAM�hjA!J4� " 8f���� � �"I'� ` "�� fi6" V�laierline ta 5er�re Sendera F�ancn �onfract i �i1+1160-�BQ16�'1 �BaU DO� Na,3B38 �PROJ�C'F'NAMt F�t�J��i P�UM$�R - -- �CITif'S VI/5VB£ PRO.TECT GO�I.: 20°/a � I�YTlWBE PERCEI�'T.�CxE A�HIEV�D: �� .1' t.� �p�r�i.n� fi. �� �__ �� PQ �ox Z077 _ _.-- ^ ' �-eJ.1er, T�C 76244 X ._eanne Sebi� 817�337--2970 � - ^ ' �unset Trar�sr orta� ion Inc . -� �7 l�ax 185Q58 .. _ Fort Worth, TX 7618]. -� � ',�ggy Alexand�r __ _ 'flli-589�70h3 .r v,�,�,r _ ��Fr;� 1 t,yr h+(�g� � � Box 190 '�ea��vi�l�r _TX_75159 _ _�. X n�ris Cavlar I72-287-�6.�6 - 1 , _ �� F�m > ��J, f t� _ „ ��i _ ._�: � l��� _ _ . i � . Bg�. � r�.�.� - - ��r---=. „ _,--_ ._ ,r,�_��._ -.�_-�r�--- - - . �_ - _ ' R'.� . _ _ �.._ � _ , �� �+az.rt.�=- ��� = '`�."�-�'-- .. _ _=�F�, Znstail &. remove 5- s�rand barb wixe 1 $1,557.50 Se�d.in8 I $1]. , 3Z5 . $0 Cemer�t 2 $3,867.50 __�___------------- ---__ --------------� Sand 2 $6,105.65 Rock Z $7,3Z4.60 Pipe �ml�edmEnt 1 $52,7$0.00 � 'Transpor�ation 1 $�8,720.00 , i���et1Fi , -,L=`�"- _ `""'..r.�.� �. . _ �-_=-������' '-�= "«��=� �i�3�7�e W - �t.� _- - �"'..�;k�,,;, �-" � - _ -- '-- � -��' �' � Y •�'��'t'��:.�'=� ' �� I - �-�=_`�^'��-'-.�. ��-�• rL- _ _ �5:__.��-�-.;,�;;� -�..'-,��s_�"'�fig�et�`� , �� . - - : - ,._ _ . �H�S FpRM �f115i BE R���IV�i] BY TH� MANAGING D�PA:��MENT BY S:Qa p.m., F'fVE (5} G�TY BU51N�S5 p/iYS AFT�ft ��D Of��NIMG, EXCLl1SlVE OP TH� Bla OPENIFlG DAiE Rev. 8l?J98 Pages �[ and 2 4f Atfachment '[A rrtttst l�e rec�ived by �he 41rlanaging ❑�partment l._ ,..,.. „��,a., - _. ��,� � :��a ���j�n+ ��:��,...�_-------- fh!{?1fiL6 -,��s� ��a- ���� : �������i�at_k��� �ttiire�fE'y-�g° .. sioessi �iar etpi�ceLa �iii �' �'="- "--- y - -- — • - - ���_:: ..�� �t�e� � �� _ . V , _ r. -.-«.__���.� �_.. � �.a...���-r._t� �. - - - - - __� .,_. _ - - - -- �� fi� ' � � ����� �������. . .. � f . . 19�in�ri#y ar�d ��m�n u�[n�e.��i�r��e�r��'� �peci���atlons �� h� ��IVV��>�1,T'II�IL��T�1� `i G s�.-- �. ��. x 35Q1 McGart � rort worrh;. Tx ��iio _ _. . � Johnny Ortea - - -----� X 1 - �w1�A�5 _ _ x ,: I� �.. _ -.- .. _ . .. ..._. — � _._ . _. _ _ X - __ _ � AiiACFiMENi 1A Page � of 2 . . , . . .. , _�-_ � �_ `- .. - - - -- .� ._._.—.s��._ _,.a.�..:.�._ __��._�.. z.�-». - - _ -- _ _==,-� _ - 4�. ^ _ - - � - --- - - - _ -�; a�_ _ = - ' -_ - _:s�:' __��,= _���: . : ' - .�:� _ _ ___ _r�,�— - � = _ -. _ �`�- �� � ;� �_ �- -_=_-_- -- _ - _:>-� - _- -- _ - = __�-�:::;`=x; 6 :�, - _ --.--- _ , _ ._,-,_ _.. -. _-i`��- ��,�s�i;a,�`..'-�--- ,-�-�- �_ �i'��= BT 3A - Fuz-n�sh, �. $88,OQ�.00 haul and spot a�.l �����000�___����oo�____��oo��_________od��9o-,__�_'�o.�___ BT4 � �urnish, haul 7- $1�2 QaQ.00 & insta11 36" but�er: �ly valves BI5 - Furnish, haul 1 $ 12,800.D0 & instal �. ARV' s _����oo��,_�_om��Qo��_ ���m_��oQ0000�o_�_�__a.,��oa.��____e �T6 � Furnish, haul 1 $ 6,RQO.OQ _ & �.nstall 6" bZowoff: — � BI7 � Furnish, haul 1 $ 24,0OO�.dO & 2nsta�l riprap _�����000���_���md�o.,�.�____m�.�o�04�0��__ ��_�»bd���o_�_ BT? 2 9 Furn�.sh, haul 1 $ 22 , A�Q� . b0 � � � � � � & insta�.�l fire hydratts _ _, . , _ .. , .. ____ _ _... _ � ,. . _ _ . , � _ _ _ . ihe �sidder furthe� agrees ia pr��lde, directly ia the Gity u�oR req�est, cam�leie and accurate in�'orma#�on rega�d�ng �actual wa�l� perform��] by a!I suhcant�act�rs, incf�ding M���s) andlor il11��(�} arr�ngem+�nf�� su6mii3ed with this bid. �.The bi�der ais� agrees #o a�I�w an audi� andlor examiri�tion of any bao{c�, reco�'ds and fi{es held by tt�eir cr��tpany th�t will suhstan#iafie the actuat w�rk pertoemed by t€�e All��(s) andlo�° W���s) on this confra�fi, by �n auth�►riaed ofilcer or .°�mplayee �f ihe Ci�y. Any �ntenfion�i an�fa� knowing misrepr��senfiaiion �� facis wili �e grounds far tQrminat�ng t€�e �,c�nirracfi o� debarmen� fPorn C�ty woel� far a period of nak fe�s than three [3} years and �or� ini�Iatin� a�#ion under Pederal, Sta4e or 6oc�[ iaws cottcarning fal�e s��t�mer�4s. Any failura to c�mply wit� tHis ordin�nce �nd cpe�te� a ma�erial - y�°each o� contract may resul� in a detepmi�a�ion �o� an irresponslbla offer�or and i�aered fram pa�ticipaging in Gily work � E�o� a periad of ti�n� nofi tes� �h�n or�e (9) yea�. � A�L MBEs and W��s MUST �� C�Ril�l�� �Y TH� �I�Y ���4�1� G�ANi�Ci �,1MAR� � ,���� �, �,,,�!� Michael G. Welch !.�autha aed Signaf�ee '� Rrinted �ig�nature — .. -� -- - . Fresid�:n� I�c�n Burkhead, Project Estimatar _ ,� i��ggl@ —" —� -- - Contact Narfie and iitle 4ifi di�Fer�ent} � Sl� �ontractors, �nc. 785�2�2-��45 _ _ ._ __,_. ':ampany N�me _"'_ -- — - - � i'elepl�+�ne Fiumber� (s} - -�. R .�3805 NW 25�h St., P 0_Box 75�94Q _--- 785-235-8045 _--- — _ _ �AddPess �ax N�mber �ITopeka, KS 6b675-0940 July 24, 2002 'ityfStatel�Pp Gacle ` - .�— �a��— _ _. . f .� � iFltS ���M MUSi Bl� ��C�11/EL} SY 7H� AAANAG3f�G D��.4�TM�N"� �Y �.00 p.rrt., �N� (5) Gi'�Y BUSIN�SS �AY5 A�R $l� i O�LNING, �cc�usN� a� �H� �sr� oP��in�� �A�� Re�. 612l9B �' f�ages '! and 2 af At��chrnen� 7A must !�e received hy tl�e i{�anaging �epartmen# .�I l .� �° ;( I� .� � �� �� ,� �. . �t��r���y �a�d �R� ('nn _ract�rs. Tnc-. F�rime Carnpany Name June 27, 2002 Biri Opening �ate PW76���60'EB01�85� DOE No.3638 �roject Number _ _ _ _ . _ If bnfh answers �a this form are Y�S, do nat comp]eEe AiiAGl�M�IV�' 1�{Good �aith �fforE �o�rr). A�! questiar�s an this �arm m�st be completed �nd a de�alled explanaiion p�o��ded, ii ap�}icai�l�, ff ihe answe�r to either q��s#ion is N�, ther� yat� must carnpiete A'�TAC�IM�N� 9C. `�i�i� torm is anly a�plicable if � arrswers are ye�. N�ilf y�u per�o�m '�F�is entite contracfi wifihmut suppliers? Yes X�o If yes, please pravid� a def�iled �xplan��ion �ha4 pr�ves based on the si�e and scflpe afi this pro�ect, �his i� your normai business p��cfice and �rovid+a an inven�ory pra�ile o� your busEness. ihe bidcfer iur�her agrees fa prov9de, cfirectly �c� t�e Gity tapon request, complete and accu�a�e information regarding actual w�rk pertormed hy ali subcantractors, including M��{s) andio� W��(s} on this cantract, 4he payment #herefare and ar�y p�opc�sed changes �o the arigina[ M��(s} andlo� W�� (s) arrangements submit�ed with xhis bid, ihe hidde� afso agrees fa aflaw an audii andfar exarninatlan of aRy hooks, recorcis and fi�es held by fheie car�pany that v+ri[f subsi�nii�ta the acivaE work perto�ed �y �he M�E(s} andlr�r W��(s) an this con#ract, by an aut�orf�ed office� or emplayee af the City. Any intenfi3onal andlo[� �tnowing rtiispepresenkati4n afi facts will be grotrnds ior terminatirrg the contract or debaprnent fram C�ty work for a period of no� less than �hree {3) years ancE far initiating actian under �ederai, Stafe o� �.ocaf lav�rs conce�ning fatse statements. Any fa��ure in compiy wi#h this ard�nance and ceeates a�rtateria[ f�reach af contract may resutt in a deierrr�i�atiors o'� an irrespansible offeror and barred from pa�fici�ating in City warh for a peric�d of tirrne not iess than ane {1} year. - /��:�����-'�. Aufiho�ized S�gr�a�u�� President T�tfe BRB Contractors, Inc. Campany Name .i80� NW �5th 5�., PO Box 75�940 Address Tapeka, KS 66675-Q440 ATTp,CHM�f�i �I� _ Pa�e 1 �f �P �it o� ��� ��rth .. -,� �,Y ,, _ ��me� �us�ness �nt��p����'����i�'i���i�n� `�CI�Y���s�L:l� �I,�� �) i ��i�e Contp�c�o� �V�iv�� . ; .- Y , i, � � �,��s��. GJ ����� i � 36" Wat�rline to Senre Sertdera RarsaF� Contrac� I �poject Nam� Michael C. Welch ��nted �ignaiur� K�n Bu.rkh�ad. Pxoiec� Estimatar �or�fac� Name (ii differeni} -- - (7$5)232-].Z45 Confiac� ielephoh� Number �s) [785)235-8045 Fax Number � � Rev.617188 � Y�ii11 you perFarrn �fh�s e��1�e cen4�ac� wifh�u� subco�tra���Ys? Yes _X_ �o !� yes, p{e�se pr�vide a defiailed expiana�i�n fha� pr�ves based ott fhe si�o and seope of this prnjec�, f�1s is yaur na�maf bus�ness prac�ic� �nd �ravide an op�pafional pec��le o€ yo�r business. � -_ � _. .. �. .� 1 .� r r � �r ,. P . li ,r - � �� , � � . _{ � ,�� ' I � ,� A77ACHM�N i 'i( Page 9 0� : Ci� �� ��� V�t�,���, � ;� �ir��ri�� �nd 1�J�m�r� '���;���,s�:������°a�� �. ���� �.�I`�-� ��'�' � � BRB Contractors, Inc. Jun� Z7, 2�Q2 Prime Gampany I�ame Bid Da�e 38" Waterlir+e to Serve Santlera Ranch Contract f �►roject Name PW 9 6U-Q601601585a �(�� Na.3638 �'rOjeCE N�mber i� ihe bidder's metF�od of compl�ance wi�h ��e M1W�� g��l is k��sed u��� de�nanst�ation �� a "ga�d ��ith effo�", �h� bidcler wilf have t#�e �u�den af cflrrec��y �r+ci acce�rafiely preparin� and submitting t�e c�ocumen�atio� �equired i�y the �ifiy. �ampli�nce wi�� each item, '� ihr� 6 l�e��w, shall satisfy �he �aad Faifh ��#a� requi�em�nt �}asert� prao#' a�' �r���d, infienti�rr�l ar�dlor knowing misPepreseniafion �F�e fac�s op inien�i�na1 discrlmir�a�ior� by f�e bidde�. 4.j Piease �ist eac� and every subcontpact4ng andlor suppfier apparEun'rty fD0 N4T �.lSY �l�el41�S OF �� .� �i�MS which wid! be used i�t the completivr� af this projec�, regardless of whether tt is ta be p�ovided by a MlWB� or nc�n� MlW�E. (Use �dditianal sheets, if necessa� �i5t af: �ubcantrac#inct O�nortur�ities Seeding �ist �f: S�lppliBP OppaPtutlitieS P�.pe Beddin� Fence InstaZl �. Remov� Testing-Compac�.ion & Soils � .� `- Road �ar�s � „ I � Cathod.ic Protec-t�on , _� Trench Sa�ety Design Rocl� Trenching . i, ,� I J� , I -- u��,�l6s.l�su, s � Pipe Material Ri.p-rap Valves & Fi-�tin.gs Cancr�te Vaul�s Steel Caszng W�lding 3tev, s�719s e��.�a.�.ia.,���..�.a- � — �' � Ar��et��n��-� �c Page 2 0� 3 �,) �id you obtain a curr�ert# list of MIW�E iirrrrs from tha Ciiy's MNVB� �f'f'rae? f he [is� is consirlerecf ft� corn�liance, i� it is not mare than 3 mortihs alcf frorr� ihe daie oi b�d aper�iRg. �� Yes �ate �fi 1�lsiing 6 � 28 ��2 Nc 3.) �id yau solicit bic�s fr�m MIW�� firms, wit�tir� #he subconirac#ir�g ar�dlar supp[IeP areas previausfy Iist�tE, ai least ten ca�e�dar days priar ta b�d opening by mafi, exclusive of the day the bids are opened? Yes if yes, attach M11NB� mail iisting to include �ame of firm and adtlress and a c�atec! X No ctipy af letter mailed. 4.} �id you saliciE bids frarn MIVII�� fi�ms, witnin the subcan4racting andloP supplier areas pr�viously 1is#ed, at leasf ten c�ler�dar days p�iar to bid opening by ieiep�one, excl�sive of the �ay tE�e bids are apenet{7 X Yes [f yes, attach iist to include r�ar�e af M11N�� fi�m, ep rson contacted, �Na �ahorre number and clafe and time of con#act. � � G /�:� l� C i�1 �'�� � �►G �1 � r 1' �� , ` .,, 5.) �id you provide p[ans ahc� specifications to pokential M1WB�s or information regarciing'�e loc�i'Ion �f plans and specifcaiinns in orde� to assis# the MIVII��s? . � . x Yes - � i�0 . ,� 6,) If MlWB� bic3s were received and rejecteci, yau must: �1) Lt�t �he MIWB� firr�zs and ghe� reason(s) fQr reje�tio� �i.e., quatation noi commercially reasonabie, qualificafions, etG.} and {2) Aitach aff�davit aridlor documentation ta suppor� the reaso��s7 listed below ti.e., let�ers, merr�as, bids,,iefep�one calls, mee�ings, etc,) � (Please use addiiionat sheefs, if necessary, and atfach.J Cflrnpany �fame Telephone Contact Person Scope of Work Reason for Rejection ADbITIONAL �N�ORMAi'lO�i: Rev. 6I2198 ATtA�HM��l�' 1C Pa�ge 3 af 3 I :�. � Piease p�o�ide addiiional 'rnfo�rrnativn yo�a feel will further expiain you� gtic�d'�nd honest efiari� to obtain MIVII�� }�articipat�ar� an this ppaject. E'; �� I�' �� �� � I'''� �.' r�� BRB Con�ractors u.sed every n�/WBE subcontractor '¢� �I�p�r ��at►� s��nitted a bid. The b�dd�� �ur�h�� ag��e�� to pea�ide, di�e�41y t� �he �i� e�pon �e��es�, �sr�pf�te �nd ���u�fre ir����m��ion �°�g�aYding ac�ual wrork p�rfiormed an thEs een#�a��, fh� payrrnen�C �her�a� and any �rap��ed changes to the o�igin�� �r��r�gemeni� s�ibr�i��d ►roi�h �hi� bid, Yhe bidde�° alsv �grees �o alf�w �n �ud�� �ndlar �x�m'tn�ti�r� �f �ny }��oks, r���rds �nd �Ee� h�id �y fih��� ��mpany �h�� wil� sub���n����� �h� �e�u�l work pe�F��rned �n �his c�ntra�t, by an autho�iz�d offi�e� �r employee �� �he �ity. i �4ny infienii��al �ndlo� kn�wi�g rnisrepresenfa�i�n o� ����s will i�e c���un�ts for ��` termin�tin� t�� ��nte�c� o� debarmen� �rom Ci�y wa��C �ar �}�eriod e� �ot less �har� fi�hree (3) yea�s and fa� initia�ing acfion under Federal, S�a�e o� L�cal laws concprr�ing fiaise � sfiafiemer�ts, �ny f�ilupe fio camply ►nri4h fhi� ��din�n�� �nd ��e�tes a rn��eriai b���ch a� contracfi may �es�lt in a de�ermiria�ion af �n irrespan�ible ��e�ar and barred from � , particip�fiin� En �Ety wo�°�C �Far � period a� �ime ��� fess 4h�n �ne �� } yea�. � � I R� � :� � I _� �ha und�;rsi�ned c�rfiifies �ha� ��e in�arma�ion pYov�ded and fihe i�1Vi1�E(s) listed wa�lw��� cantacfied in goed �aifh. i� is undeYsicaod tha� any �VII�PE(s) lis��d in Attachmenfi 1� u+ill be conf�cted �nd ��� �eas�hs fo� no� using fihem will be v�ri�ied by fihe �Ety's I�IIN�� Office. �,�� ��--� Michael C . Welch Aut ar��ed Signat�are Pr9niec� �ignat�re � President �'itle BRB Contractors, Inc. Company Name �505 1�W 25�h St., P� Box 75Q940 Ac3dress Topeka, iCS 65675-0�40 Gi�ylSi�iel�ip Ken Burkh�ad, Project Estimator Gontact Name and i`ttle (if difFerenE) (78�)232-IZ45 ielephone Number(s) (7$5)235-$Q�5 �ax NUmb�r June 27, 20D2 �ate ne,, a1�laa — � ; �— �---, -- �— - . --- '.�-=, --. - - �--- --- -- - -- -� -- -. �/��i.� ����� ��I,Y���1�Z'I�� L�� PROJE�'T N.A�1f�: 36" Ti'T�2. LtN� rr S�'N�D.�'.�R.�I ,.�1'I�CX�, ��NTd�4GTS 1& 2 L��'r�TI�N.• FT 6i��RT�I, TX J3l.l� D.4 TE: S/27/02 @�I:30 P� NAM� PIE�C�N� # ��N'�iA�'�I' 1V1I]3E S'I`A'�US SII� �'�I� IDA�'� itk.SP'vNS�E BEJRKS 1[tR1C1A�'�ON (817)237-7166 JACiC BU12KS MBE �EEDIAiG 6/24/U2 FAX�� SPEC'S R. Q'1'YS rQl2 PAX (8l7)237-1611 �d 8:1$ � BI[?— NO Bif3 WAS RECEIVED P��E2CE T�iURSERY & �,AI�IDSCAPflVC (903)531-9729 TIGS ($17)429-0439 � A. CASTLE LANDSCAPlNG & ASPI-iALi" �g�cv ��r��r�rs� (St7�E29-4s19 {214}549-3888 WILLIE PIERCE I MBE SEEDING KEN R�BERT MBE GONZALES ART�iUR CAST�.E MBE LARRY JACIGSON WB� _ ,� ' , � . V �I - � - . � . _� , . . . � � . C124/02 L�F7' MESSAGG �OR K�N T() @�3�Zfl ffitl . CI1I.L— I�f� RE"f'E1RN C'AE,1.. WAS MADF.. rR{711q 1C�:N SEED�NG fi/2�1/02 WRUNG PEI. NU.-1�C� L1S7'1NG WI'�'H D1P.�CTURY @ 8:3� �n AssZs���tvc� $CEDfNCa b1241(?2 GAVC ARTI�UR 1pl3 liETATLS � B:�JJ� c'�ll �= Q�YS. HG SRID IlL 1�VpULd CALL St1CK — NO RE�!'[1RN CALL WA5 Mr1UC PR0�4 AR'PFIl1i2. S�EDIIVG 6/241f12 WRONG P[!. I�U.—NU [_IST'iNG W�TH DIRi:CTORi' � $:4� �il ASS�S'I'AN['�: PA�� C - �EN�RAL �ONDr�I�NS �ABLE �� �D�����5 �]��FEMB��t t 1. 1� S 7 �ABL� O�` �OI�T�NT� C�-Y �1-1. �. ��-1.� ��-1.3 �I-1.9 C].-�.5 �3.-�. � C1-�. . 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C��2.1 Pro�osai For�n ��-�.� In�er�re�ati,on ���2.3 �xa�minat,�on a� � e�d S��e ��n ����x�or� �1�� ��.-]. �1�1 C1�1 �1-1 �i-�1 C1�1 C�T� Cl�l �1�� �1-1 c�.-� %.��1 ���� �"],�} ��l� C3,-� C�WI ���-1 ��-�. ��.-� �1� L Cl�� �i�� C1-1 ��-1 �1-1 ��-1 c�.--� c�--� ��� � {..'��� (�.? fX� ��l �2� �2} I2) ��� (2) (�) (3� [3) ��� � � 1 5 � � (�} ��� �Al �4l f4} ��� �4� ��) ��i ��� �4? �5� �Gl �6� t�� � � � ��� ��� C�-� �ll �� �uar�titi�$ ��-� (1] �ot�trn�t Do�umer�ts C�-�.� Sul�m�ttfn� �� �roposaX C�T�.5 Re�e��ion af �r�poga��� ��-�.6 Ba.d �ec��t��r C��� �2) �2--� { 3 � �2-3 �31 C2-3 �3} �ll C���.7 C�-�.$ C2�2,� C���.1� ����.11 ��-�«1� C3�� C3-��� C3-3.� C3-3�3 �3-3.d C3-3.5 �3�3.6 �3-3.7 C3-3.6 C3��.9 C�-- � . �� C3�3. �3. C��3.12 �3�3.1� �3�3.14 C3�-�.15 De1fv��y �f �rop�sa� W�t�����ing Proposa�s Te�egrag�f� ��dif�cation of Proposals �ub��c O�e�ing of �ra��s�� �rregu�a� �ropos�ls Dis�u��i��catio� �� Sid�e�s A�ARD At�� L��LE�L�T��N �F ]�O�C7[+�EI�TS ��nsid�ra�ior� a� �rapc�sa�,s l�if n�r�t� Busin�ss Er��e�'p��e �T�nnen-Oamed Busir�ess Ent�rgrise c�mplfa��� Equal Ernp�.oyrnet�� ���vi��.o�� W��hdrawa3. of �ro�os��s �wa�8 �� Contra�t ��tu�cn o� ��eoposal� Se�uritie� Honds �xecutior� of �or��rac� Fa��u�c� to Exe��te Cor��r�c� Heq�s�r�zr�g Work �nsur�,nce �ont�a��oz's ObZ�Egat�ion� We�k],y P��rro�� ��r�tractor's Contrac� A�m�.r�i.�t�a�io� Venue �4-4 SCO�£ C�F �FO1�C C4�-4.� �nt�nt a� �ant���� Do�r�m�nt� ���-4.2 �gecial �raviafon.s ��--4.3 Ir�cx���ed or �}�crea�ed �ua�ttitiea C4-�# . 4 �4�.te�atior� o� �a�txact �ocum�r��� C4-�.$ Extr� ��rk ���-4.5 Set�edu�e �f Dp�ra��an� �4��.� �r�gre�� Sch��ole� �vr Water and 6�we�' ]�1�t�C �`aci�,its�s �5=� �{}N'1�ROL �F �4DRFC ,AND iN�iTEI��A�+S �S-�5.1 ,��thority o� �ngi�eer C5-5.2 �or�farm�.t� �it,h F],�,r�� CS��. � �o�r�ination of �or���rs�� Da�ur�ents C5�5.4 �oapera�.i�n o� �ont�a���o� �5-5.5 �cne�eg�n��►. �x�dJor R�ct��i�ation �vrk C5�-5. �► �aE��.� �����e ��-5.7 Constructi�r� �takes ��T� .� Auti�or i�� an� Dutie� o� ��,�pe�tax�s ��� 5 . 9 Ins��et�.an �5T5.i0 Ft�c�ra]. a� �e�ec�ive �n� �n�ut�vri�ed CS--S.i� 5u�stitu�e �fata�r#���� �r Eq�i�mar�t �5-�. x� SampY�� and T�st� o# i��te��a�].s ��--�.�3 Sta��g� o� �lateri��,s �5-�,1� ���.��inc� St����ures an� Utiii�ies �5-5.1� �r��e��ug���r� o� ��rvice ����.�� �utu�� �t�spa�sibi��t� of �a���e��or� CS-5,17 C��aaup C�-5.18 Fir��l I�x��e���ori C��� �A) C�-2 �4) C�i� f�) C2-2 f4] �2-2 �d1 C�-2 �51 ��-3 �1� ���� C��3 ��-� �3 -3 C3 -3 �3�-� C��3 C3�� C3�3 C3-3 C��� C3�3 C3-3 C3--3 (�1 f�� ��) ��1 {�1 {�1 {4) {4) {4� {41 (7? [7} �� 7 � ��� ��-+� �1� C�-� �1) C4=4 ��} C4-4 [�� ���4 f�1 �4-4 ( 3 } �4-� (�} �5-5 �5-�5 C5�-5 �5-5 �5�5 �5�5 C�-� �5-� ��--5 Woxk CS-5 C�-5 C5�5 �5-5 C5�5 C5-� C5-� �*�-� C5i5 (�? (�) i�1 [�1 ��} (3l (3� �4l {�S� �5� �5) �6) �6} {7� �7� (B1 �8} �9� � r�3 C��6 �6-�.1 ��-6.� �6-�.3 ��-5.4 ��—�.� ��-�.6 �6�5.� C�-�.8 G6�6.� �6-�.I� c�--�. �i �6--6.1� C���.i3 ���G.�4 �G�6.�S �6-��.lfx C�--� � 1i �6-G.�B C5-6.�� ������0 C6-�.��. C7�7 �7-7. ]. �7-7.� �7��.� C7-�7 . d C��T.� �7-7.� C7-� . 7 ��--7 . 8 C7�-7 . � C7-�7.�0 C7�7.�1 �7-7.�� �7-7.�3 �7-�7.14 C7-i.l� �7-7.�6 C7�7.17 ��-8 �B-9 .l CB�-8,2 ��GAL �E�A�IpNS A�� P�B�I� R��PO��IBZL�T� L�w� �o �e Obs�rv�d ��rmits �nd L��e���s Pat�er�ted Detri�esr t�at��ial� an� P�oc�s�es Sa��ta�� �rovisiar�s ����.�� ����t� ��a ���,���f�n�� l�r�vi],��es o� �or�tr�ct�r ifl Streets� ]41�e�s�, �nd �tight�-����Y��y' .� � �-.,,. � �a�1wa� �ra��ings �a��icade�, W�rnfr�gs ��� Wat�h��t� Use �r� E�cpZo�ive�� D��p f��ig�t, etc. G7ork Within Ea��rnent� �nd���€td�nt �ontr��tor �on��ac��r's R�s�or��ibi�ity fa� Darna�� C��ir�� Carttra��.�r' � C�air� �or bamaqe� }���u�tment o� �e�.o�atiori o� �ub�i� U�i�itie�, et�. ��rnpo�ra,�r�r S�w�r �rafr, �nt�ne�ttons Arr�nc�emer�t at�s� �harges of �Aa��r ���n�shed �y ���� t�s� of a S���iora o� �oz�i.on of �,l�� W�r1c ��nt�eacto�'s Re�pon��bi�i�y �a� i��rl� �1a Waive� o� L�c�a� R�ghts Persona��, Li,�hilitp o� �u���� Dffi�,ia�s �ta�e S��e� �ax P�tQSEC[���Q�i At�� �#tO�RL��s Subl��t�ng A��s��z�m�r�� of Contract �aeo�ecu��.on o� �he �er1c �,�rnit��ipns o� O��rat�or�s Cha,a�act�� �f �4o�'�rnan an� �quip�et�� �or]� Schedu3e T3m� a� Commer���rn�nt ar�� Cor�p��tivn E�tensioa o� �im� o� Cor�plet��n �e�ays �'im� of Co�o��eti�n S�x�pens�on b� �aur� ��der Tempo�ar�r Susgen�ion T�rm�natto� af �ontract du� t� b���i oaa�. 1���r�er�cy �u��er�si,or� � o� #ba�r��r�mer�t af the Work ��td Anr�ukm�r�� �f �e�tr�ct Fulfillrnent o� Coatrac� �er�a�r��ti,on �or Co�,�re�xienae of the Onwer �a�e��► �tethod� �s�d Pract�ce� �ASLiRLME�T F��D P#YC�N'� M���urern�r�� �� �uan��ties Ur�it �r�c�s C6-6 {11 C6-6 � �, } C5�6 (�� ��—� c�i ��—� c�� Cfi�� t3} C6,5 ( 4 } C6-G (4} �6-G L 5 } C6-� {�►l �fi-�� �9l ���6 {8) C�+�� {�Q � C�-G {��} CG�-6 {1�) C6-6 �6-�6 C6�G C6�6 �� -6 C�-� ��l) (�1� ��1} ���� �12} � �, 21 �7-� �7-7 C7-7 �7W7 �7-7 C7�7 C7�-7 C7-�7 �7--7 �7--7 �7-�7 �7-7 � �, l {l� fY? ��? ��} i�? ��) i�� (4) {�) �6) (f � C7=7 �'7 � C7-7 (7 � C7-�7 ��) C7-7 �10) �7�7 i�3! C�=� �1) CB-� { �. � [3l �9��.3 �8�8A.4 LY#li y � ��—�.� �6-8.'� �8-9.8 �8��.9 S..Q�P i i5.1 cs--s.�1 C$-8.].2 C8F�.1.3 Lumg �um �cope o£ ���►m�r�t ��r�ial �st�ma�es ar�8 �t�ta�r�ag� �'F��t1�7���iIIC� ��5j�1@rl� Fi�r���. Ac�����t�ce Fxr��1 Pa�et�t �i�qua�y of 1]e��gn �E17��31 i�all�t�tlX�1�, .� , .. . w�41�S��l�t�► �Q��C l�i�.�c����tie�ua Placem��t R�c�rd �o�umec�t� af M�ter�a� C8-8 �Brt-8�y � V � V ���� C8�9 C��� C�-8 �.'�—� cs- e ���8 CB-� il} ��1 i�} ��� �3} �3} �A� ��} ��� �S� (5� ��1 ���, C�DNS"�'RL3L'Y'IQ� NOT� 1. Applica�le d�sic�r, �nd det��ls �h�,l� aor��arm ta ���er�e�ra�1, �ont�ac� �o�um�nt� and �p��i�i�a�ior�s� for Wa�er Dep�rtm�r�t �ro �c�s"" �GC�]� etfectirre 3�1� 1 x 197� # witri the l�test r�v�s i.ans . �. A�.� hor���r�ta� b�,oc3cingx cradYa blocking� and vert��a�. t�.�-down bloc��r�g to bs �r� a��o�cdano� �i�ri Fi.q. (s) 9, �,�, ar�d �, � � f the �CD . �. Fir� h�rdrar�ts sttal l be loc��e� ��ir� i�um o� ��--�" b�h i.r�d �he f�ce �� cu�b pe� �'�g. � �G'�. 4. I��1 g�te �r���re ins��l�a��ons �o� aiz�s �xp t� 1�'� a�� to be pe� �ig. 3��R �r�d �i�es i5" ar�d larger Fig. 4���. 5. '�`he p�oposec� wate� a�,�/ar se�rer raai�� a� t�me� wi]], b� laid clo�e to a�her existir�g utik��ies �nd �truc�ur�� b�th �ba�re ar,� he�ow th� ground. �h� ���xtrx�ctar sha�l make r�ec��sar�r prov�s�ons �a�c the ��ppar� aMd �rot��t�on o� a�,�, ut�.��ty poles� �ettces, trees, s�r�t�s q�e� m�,},n�, te�eph��e ca��,e�, cabl�st t�r�i�t�ge pi�ea� ut����'y �e�'�ric�s, and �ll a�h�� u��liti�s a�nd �tru�tur�a �oth �bov� ar,d b�low t�e g�ound durir�q aor��t�u�ti�n. It is t�� ��r�tr�ct��r' � r�s o�,sii�ili�y no��fy ��� uti�it�► owners ��ior to an}► constrt�ct�on �r� t�e ar�a ��� vex$fy tlxe a�tta�,�l la�a��o� �f all �r�risd utilitie� tha� ma�r or ma� n�t be ��,own �� the p�a�x� . �h� co�xtra���r �ha�i �ar���r�r� and protect a�,� ur�dergr�und ar�� ove��x�ad ��+7 to facili��es an� b� �espon�ible t�� any dam�ge he may �au�e �o ���m. Th� �antrac�or s3�ai1 �or�ta�t �h� fo�low�ng @�eas� 48 hvurs prior t� ex�avati.r,g a� eacri �vca�ior�: �'or� �t�r�h f�ater Depa�trn��� Lane Sta� �a� �ompariy T��ras t]til�t� �e�vi�e �ompa�n�r sou�hwes�ern Be�� �F��.�ph�rt� �ompar,y v?�s��rn �Tr��ar� c�b�e D�v���or� Sammo�� C�2��e �.V. 871-8306 b�e�ro �zi4� ��3-3aa4 3�6-�3�8 �ri��rp�i�� �800 (�34� 939-].9�0 7�7-4731 6. Cont,r�c�or '�hz�ll ve���y the el�va�ia�t� c�r�fig�ra�ion, and ar►�xZ���v� o� ��ristinc� �i.ne p�i,or tn aor���.ru�tiar, �� ��.e�-in ma�e�`ials. Su�h ^�e��,��ca�ior� shal� �e c���i�erad as sub��di�ry c�st vf pr��ect ar�d Ro �ddi�i�r�al cornpens��.�on �ill be a ]. ].�wed . El�vation �d ustmer�ts �� c�r�necti�ns ma� b� made �ith �ends, nP���ts, or oir�t defl�c��or�s, A1� �ar�s�andard bend� sk�a�� �e �ac�r us�n the ol�s�s� sta�dard lS.J. �i��.ing� wi�tt the �equired �oi�'t de�l��tion�.(�ef�,ect��ris no� to e��eed m�nufa�tur�r�� recomm�nd�t� def�ection pe� �aint� 7. Contr��tor �hall �e�p �t ��ast o�e �a�e o� traffic a��� �� �I1 times duri�g ��ns�ruc�io� a�d acce�s �� a�� pxaces o� busx���� �nd �e�id�n�e at aIl �im�s.(r���r��c� c5��.5 ���� �. N� e�ca�ated ��te�is�st �ac�f il� m��E�]3�5r equf�mentt or s�pp�f�s sha�� b� st�red wit��� flood�ay� or ��a�nag� ea�ements.��ef�r�n�� �5-�.� ��U} 9. T�e��h�s �h�ch la� out�ide e�is�ing or �uture �a�e�ent� shal� be ��ckfilled ��ave th� �op �� the embed��nt w��h '�'y�e ,k�TM �a��fi�� materi�l. �he� T�p� "��, baakf��� m��erf�X �s �o� s�itab�e� at �he dir��tion o� �he �ng����r, Ty�e ���" ��t�r�a� �h��� be us�d. A11 �����ill ���eri�l sh�11 be ��mp��ted �o � minimtt� �f 9�� proctor d�n��ty �y m���� of tamp��g vnl�. T�en�h�s ��i�h cross under �xi��irtg or fu�ur� �aveme�� shaYl �� ba�k�il�ed ger Fi�» "�" w��� 85� pro�ta� de�sit� b� �e��ing, �����ng� o� a co�bi�a��o� of su�h met��ds. 1�.R�m el�va�io�s af t�e propas�d sa�i�a�� �ewe� �arrhole� �n �ep�ved street� are �hown �� ����� f���shed qr���� iri �hese pl�ns. T��y �ha�� �e �o����u��ed �0 15'r b���w ��na1 �����ried grade �� utilf�� cont�actor and �dju�te� �y paving ���t�acto� iri accordance wxth Fiq. � a� t�e sp���al ��n�ract docu��nt�. Manhole inserts ��d �o�crete co�L�rs ��a�� be ��sta�le� wher� ��di��ted o� t�e p�a�s per �-I�0�4 �nd �ig. iZ1 0� �h� sgeC�a1 a��tra�� d�cume�ts r�s�ect�ve��. S��nd�rd-�a�r ��ot d�a�eter manhole� �h�l� �� in accord��a� with �ect�on E�A, �ig� 10� and F�g. �04 �CDr st���ard �ou� ��o� d�op �ccess �anholes pe� ��g. 107 CiiCD t a11d 5y7�1�0� �8z1�1�185 p�r T'r 1q , 1�C� CsCD. �1.The ��p c�� t�e water �i�es ����,1 l�e ��mir�imu� o� 3'-�G�' t�e�a� the to� af tk�� aurb #or 1�" antk smaYl�r za��rts ��[�ept �]�ere otlnerwxs� �hown �r� tt�ese pla��, �2,A11 wate�c me�e�s sh��� b� pla�ed or �r�locat�d ��_U�� beha.nd t�e ���e af fi�he pro�o�eti cur� o� as d�rected b� �he Enqine�.r. �3.A�� e��,stir�g �tafi�e�c s�rvi��s �t�a�3 be r�p�.a��d �rith �"' m�r��mum �apper tub�r�� unle�s a�.arc�er si�e i.s i.ndi�a��d o� the p].ans� ��r�aratioxt st�p� �haY� be �u�ly op�ned prior �o t�ench bar��ill. �urb stops wi�h lo�k wirigs sha��� #�� ��st�c� fvr fuli �3,ow when th� s�►�tet� i.� �ressure ��sted. E�cte�d 1�� �rrater sex�vi�es ta those �ot�s �h�re ria w�t�x` ser�icr�� hav� �eett ex�er�ded ta. L��a�.e �.h��e s�rvi.ces at nn�ernal locati�r�s ar �� directed �y th,e Ez�g#.neex. �,.�k�e r�o�mal laoa�xort of t�ate� service ���es �h�ll b� 5' eas� or r�o�r�h s�P the c�n�e� of t�x� �ro�e�rty �rontage, b.F�� 40� a� less �a� �rontag�t all water ��rvi�es s�x�11 be p�a��d �8" ���� th� ea�t o� sou�h �rop�rt�r 1ine. PART � - �"s�N�R,PI�. �Or�D�'i`�03�� ��_�, f�EF��IT�QNS ���"T��N C�--1 DEFi�iT��N'S_ ��,-�„1 DE��NIT�ON� �� TEi�MS; �h��x�v�r it� �he�e �ontr��t �ocumer��s ��e iEoYlawing t�r� �r prnaour�s i,n p3�ce �f the�n are u�e�3� the inter�t an� �e�ning �ha�l� �� un��r�t�n�d �r�d interp���ed as �ollnw�; �1-1. � ��N�R�i�T DO�U�SLi�T�: ��� �on�r��t 1�c��umersts are ���, o� �he w'��.tt�n and drawn ��c�tm�r���, eu�h �s apeci���a�i�ns, �or�ds� add�nda, p�an�, e�c.. �rk�i�h gov�rn �he ��rra� and p��c�orma�ce �� th� c��nt�a�c�. Tk�e�e are c�nta�r�ed �� th� 6�ner�1 �on�r�ct �o�am�n�� �nd the Spe��i�� ��r������ �o��er��s . a. �E�]��tAI, �{}N'��tAC�' �QCUM�L�"�S: The �ener�� Ca�tr�ct �o�uments ��verr� �i� �ater ���a�tmer�� Pr�je�ts �nd �r�c�ud� the fo�.].owing �teme: PAR� A, - N��'�C� TO �TDD�R� {S�zqple� P1�RT B- PR����AL i Satapl� 1 �A�t�' � -� 6��iE�.AL �ON��T��3�5 (�ITY� (D�v�ioger� PA�fi D -� S�E��AY� ���I�IT�ON� FA1�T � _ �;�EC�FIC]�i���N� PEfkM�T5JE�5EM�N'�S PAIt� F - �pt��S (Samp�e} P#RT G - CD�1T,�.A�'� � �ampl� } �h��e ��.te C�r���'�* 7��Y�ow ���wa C�c�et� El-��13� �, �e E2-�o�d�n �tod ��A-�hit� 81ue Wh��e �hi�e b. SP�CI�iL �Dt�'�RA,��' D�CU�E�iTS = The Sp�cial Cot�tra�t Docum�r��� ere pr�par�� �ar e��t� +��e�ift� pra��c� as a sup��emer�t �o the �ene�a7. �vn�r��t bocx�ment� �r,d iri��ud� th� �o�lowrin� t�erne: P]4�k�' A-�iO�I�E TO HiDDE�S (7#�ve�tf�e�ner��} Same as �r�ove PART � � 1�R���SAL �H��� P]41�T � - ����RAL C��#DIT���]6 � PARZ` D - ��E�IAL C�t���TT���]6 " �A,RT � � ��E��F�CA'�'�D�� PJ�RN�,T$f EASEME��'� �Ait�` F � BO�DS P�ti Q - CQbTTR�►CT ��,R'1' 1� - �T,At�S ��T�ua11}� bound e�egar�tel�� ��.-1 �� 1 � ���Y. � �'T��'��� �'O �Z����u�: J��1 O� ��1$ 1$C�a� �1l1�Z�C���Of18 e�th�r actuall� pu�li�h�d xn pu��i� �d�ertising m�di�x�s o� ft�x'�aishe� dir��� to it�t�r�s��d part��s perta�ninc� to th� work conteznplat�c� un��� �h� �orttr��t Dacu�er►�s c�nstitnte,� t�e i���'iCB �� �]1CZC��i'S, C1�7..4 1�fi�PO�AL: The c�r�p�eted writ�en and s�gnec� o�fe� or �end�r a� a bi'�der �[� p�rform th� w�rk whic�t the Ocvn�� d+��fr�s �� have dan�, tt���th�r with tt�� bid �e�u�it�, ��n�titu��� th� Pr�ga�a�, wY���h bec�m�s bi.nd�tt�� upor� t�e Hid�er �hen i� is o�� i c i�,11� ���eiv'�d b�► the Dwrter � has b�eri pu�li�l� �per�e�i an� �r�ad an� no� r����tec� b,y the �w�ne�r. CI-i . 5 B�DDER x A�� pe�son, �5��'��n �, ���n�, par�a�x�s�,�p. c��p�ny, ���o��atfor�, cor�or�tior�* �eting �i���t�y �r thr�t�gi� a du�.y �ut�ar�z�d rep�esen�at�ve� auhmi�tf.r�g � p�'opo�al f�r perfprming t�e w�rk ��r�t�m��ate� �tnde� tt�� Contr��� �[���tn�nt� f cons�itu��s a b���er, �1�1.6 ��ri��1��L �C�I�D�T�O�i�; �h� G�r,ara� Con+�it�,or�� ar� the usual ca�s��r�c��on and �or���r$c� �c�guirera�n�a w�i�� go�r��r� t��e �e�rfo�rma�c� o� the �ro�ck �c� �ha� a�t wf�,l b� �arri�d on in a�ca�dan�� wi�h the �ustc�rn��� p�oce�ure, t�e �oca�. �ta�u�est �,nd s��uirement� of t�te Cit�+ of �`ort �4��t�'s charte� and promu�,�a�ed ordir�an�es. v�her�ver �her� rr��� �� a�ar�f�ic� be��ree,� the G�n�ra� C�n�ition� and �peci�l Cor��i��o�s, th� 3.a��.�x' �haX�. �al�� pr���c��nc� and sha11 ��vern. . C1�� . 7 5����AL �O��YT�4I+��; Spe��a�, cond���,or►s are the s���i#i� �r��u�.r�rn�nts �rk��ch ax'� �t�c�s���y for ��e ��rticul,ar p�oa�ct ��vere� b�r �h� �on�ract Docurne��s arxd not �pe�i���a��� covere� �n tri� ��na�ca� ��ndit�tan�s, ivhen c�r�sid�re� �i�h �he ��r�eral �ondition� �nd othe� eleruent� of �h� Cor���act� �v�nme�nts �l�ey prvv��e tk�e info�rnna�#,�� wt���h th� �or�tra��or and �wrn�r �hou�.d have ir� �rder to gai� s tho�ougi� knowrl�dg� o� the proje�t. �1-�1. � SpEC�FI�ATYO�� : �'he ���ci�ications ia �h�t �e�t�a€� �� p�rt o� �he Cor�tr�ct Docu�aer��s w�i�� $e�a �a�t� �,�t �etaf 1 the requir�m��ts �rhich onust �� ��t by a�l �mate�rf�l�# �ar�st��ru��ion# wvrlcn�an�htp, eguip�ner�� and s�rvi�es i� orde� ta a��r��er � c�mp�et�d and uae�ul pro�ect. �ix�ne�*�r �c�fer��c� �s ��d� ta star�da�ci specif��at��r��, regu�at���,�, �equire�n�r,�s # ����ute�, et� ., su�� r���rr�� ta �o�umer�t� �h��1 beco�re a p�rt o� �3�e Can�ra�t Doc�m�nts �t�st �� tl��ngh they� were ernl�odie� t�x�reir�. �1--1. � B�N�: The bor�d or bo�,de aa�e th� w���ten gnar�n�e� o� �e�t��,�ty f�rni,she3 b� th� Cor�t�c��tar far �he p�c+om�t a�d ��-�1 (2) -• 5 . . . . a � ! fa,it��ul gerforrnance a� �he con�ract an� incluc�� the �o��o�in�: a. ��r�ormar�ae S�nd b . P�yzaer�t B�nd { �ee �. �ir��enat,ce 8ond � �. �r�posal or� Hid to ��.�ders � �a�� (see par�gr��h �3-�.7) �s����aph ��-�,7� �aee pa�rag�a�h ��-3.71 S��uri�.� ( �e� Fp��ial instrt�����r�� A �r�ci C��Z,�� �1��. �0 CO�TRACT: Th� �on�ract �e the �ora�al atga�d agreen�ent ��we�r� �h� Own�z and th� ��r�tra��or cover�ng �he ���uai und�rstar���r�g� of �he �wo �o��ra���r�� pa�r�i,�s alaout �h� proj�ct �o �� corn��e�ed un�er ��� C���ra�t �oc��r��s. �1.-�1. �Y �LA��: The p�an� �r� tk�e dr�w��gs �� r�proc���tior�s �he��f��rn made b� th� Owner�� repre��n��ti�re �howiny in de�.ai.l �h� loca�ian, dtmer�sion and pa����or► �� tl�� rr�riou�e e�ea�er,ts o� �h� pro ject, �z��l�xc�tt,q suc� ��o�i�x��, ���i�a} c�oss���etion$, la�ou� d3.agrams# warkir,� ��avringg� p�e�,�rai.�a��r dar�w�ngs and suc� suppl�tn�nt�� dr�awings as �he �w��� m�y i s� u� �o c��rti�r o�h�� dr��r�,ag� or for th� pu�pa�e o� ahovr�.ng �ha�ge� 3,� the �ra�k her��ir,aft�r authori�e� �y th� �wn�r. The p��ns ��e� u�ua���► b�unc� sepaa�at�l�► �ra�a o�he� garts o� t�e �or�t�act ��cum�r�t$+ �ut tl���r are � ps�r� o� �h� Con�ract Doc�m���� �ust as though they w�re �nunt� t�e�ei�t. . �1-�].. �.� ��T�f z �he City of For� Wo��h� "�e�a�r � mt��f��pa� corpora�fon, a�th�a���ed ��nd chert�red ua��r #�he T�a€�s St��e �t�tute�r �c�inc� by a�x� �hxo�gh i�s gavernir�� body ar fts �ity Mar�gext ea��h a� whi�i� is r�t�u.ire� by cl��,�t�r tr� perforrn sge�i.�i� dut���, R�sp�ns�,kaili��► �o� �ina� enforcem�nt of �otxtracts �r�uolrri�xq the �ity o� For� i�or�h is ��► �hatter �est�d �.n �h� �i��r Mana�er. TY�e �erms Ci�y �r,� Own�r are sys��nyrnous . C1-�..7.3 ��T7C �ODNCI�: �`he d�].� el�cted ax�d gua��fi�d qoverning �ady of ti�� �i�� �f F�rt S��rth, Texas. C�.-Y.14 �1�Yp�: �he o�ff�i��],y e�����d Ma�o�r, ar in hi$ ab�enc�, the [�ayor P�o tem of t�x� ��ty �f Fart Woac�h# Texas. �Y-1.1'� �ITY MANAG�R: The oi`ff�3�lly �ppaint�d an$ nt�tho�'3z�d Cit,y� i�anager o� �ine Cit� o� For� ��rth#� T�xasw os �i� �u�y authorize� re��re�entativ�. �1-1.�.6 �xT7f ATTOR�iEYa �h� af��cially �pp�ir�te� Cit�r A���xn�� �� ti�e ��t� �t Fort v�ortl�, Te�ae�, �r ��e ciu�y �utharized f��t2S�iS����V�. �Y�� � � � ��-�.�7 �IR���O� �� �U�L�� WO�R�: Th� d��� a�pai��ed af��cfal of th� �ity o� ���� ��rth, re�err�� to i� the �h�r��r �s the �ft� Engineer, ar his d�l� authari��d repr��e��at��e. ��-�1.28 D��E�T��i. ��T�C" �AT�R "DEpAF�T�i�N'Y`: T�i� du�� a�p���.�nted D�l�'e���r af the C�ty Wat�r .beparta��st�. of t?�e �ity of Foxt W�rth R Texas, �r �i�,s d��y auth��ri��ed �eeprese�tat,�ve, mssi��s�ar�t� or ag�nts. C].-Y .� J Et����E�R: �he ��,�eect�� �� Pul�li,c �dox'3c�, t�� D.�rec��r of �h� Ft��t W��rtY� �i��r �Tat�r D�p��r�roetttt or �.heir dul� aut�ar�a��d as�is��n�sw �q�t�t�, eng�r���rs, i�apectors, or a�xperinten���xt�, acting W1�k111� �h� sco�� of the p�rt�c��ar duti.�� �r�tr�st�d �� �h�m. ��-1 ��� COt�'�RAC�"OR: The pers�n w�erso�tst gar�ners?�xp � �ompany, ��i�m, �ssoc�.a��an, or ca�rpo�at�€�n, enter�.ng in�v � cor��r�,et w�tt� th� �wner far t�� e�e�u��o� �� the ��rlc, act�ing �,i�e�tiy or tt�xou►g� a�x�1y authori��d �ep�eseatative. A sub-co�tract�r is a p��r�on, �i�rn, carpora�ian, or ��hers und�rc car��.r�ct w�t�3� the p�ri�c��a� �ontracto�r, �uppYy�n� l�bar and �a��rials c�r arsl�► �.abor, for �aorJc at the ��t� o� �h� proj��t. ��.-�. �1 5i]�tETIE�; '�he �arpor�t� �od�.es wi�tcri ar� bour��l b�r su,�l� �ar�ds a�e r$qu�r�d �ith ar�d �or the Co�tra�to�r. Tt�e �uxe��es er,gaged az� �o k�e �ul].y r�spor��ib�e �or �h� �ntir� and satisf�ctar�r fu�,fi���n�r�� of the ��nt��a�� and for ar�� a�d all �equ�.re�n��n�s �� �et �ar'�h �� �he �on����� �o��xrn�n�a and app�ov�c� chan��� �h,���ia. C1--1. �� �`H� �ORIC 0� pR�JEC'�: i'he �om�l,e�.�d w��l� cor�t�m����e�E �r� ar�d covered �"y' tlt� �o�ttract Docurn�at�, �n�ludi�ng ��xt x��� �im�ted �o t�e fu�rnis�i.r�� a� all �.a��r, ma���r��►].s, too7.�� ec�uip�rent, �nd inc�idet�ta].s �e�essary t� pro�uce � �omplet�� and servi�eab�� p�'o����. CY-1.�3 �O�t�C��]� DAY: A warltir�g d��► �s de��.ned as a�a�].en�ar ���, t�o� t�x�ludin� �aturd��rs, Sunda�s, �►r�d ��ga1 holfd���' fn w� i c h �he vrea�he� or vt�h�r cor�c���i�►ne aot under t�e control o# the Cont��ctnr p�rmit th� perf�rrn�r��� o� th� priaci�$� un�.t �� wo�k fo� ��er�o� o� ��t� ].ess tl�an �even {7� ri�u�s be�weea 7:40 a.m. ��� �:�A �.m., �vi�h ex�eptinns a� p�rm�tte�i in par�gra�h �7��.6. C7.-� . 24 �AL�N��►�t ��,'Y�; A cs�er�dar da� �s �n� �ay of �he we�k or mont3�� a� days �eing ex�e�t��. ��-� .�� L��AL B�L��A7��: Leg�� ho�.iday's �h��� bs ob�er�red a�s grescri,be� �y th� City �oun�il of the �f��► �� Fo�� �Vorth ��r ob�e�cva�n�e �y City em�lay�e� as �o��.ow�: Cl-1 ( +� } � �. �. 3. 4. 5. �. { ■ �. 9. �I�W Y���' 8 Da�t �S. �. iC��g f Jr. A��ethtlay ��mori�i Da�r Yr�de��r�d�nc� ��y �al��x �a��* � . , _. Th�,r�ksgi.��ng D�y '�ha�r�k�g�virt� �ri�a� ����S�3R�� �?�4�►' � ,��r�u�ry 1 Th�,rd Mor�da�r ir� Janua�y L�s�, i�onda� in !�y Ju��r 4 F�xs�t �ar��ay �� S�pt�mber Fo�xrth Thx�r�d�y in Navarn��r Fou�rth l�rid��� �n �avem�er DeC�m��r �5 9u�� ot�her �a�s in l�.eu �� ha�i�a�►� �s ��e Cit�r �atx�tcil �a�r c�e�ert�in� �Th�n or�e �f th� ab��r� r��r�ed hol�ld�y� a� � specia� �o�td��r i� d��].ared by �i�� �it�► �our��i�, �a��s on Sa�urd��, �h� holiday �?�al.�. �e �b��rve� or� th� pr�ced��g Fri��� or if it fa�ls ar� Sunda�r it sh�1� be o�serve� or� th� �ollo�vi.r�g I�ior�d��, b� tieos� �rnpioy��� w�r�ir�q on work�n+� d�y og�r��ioa��. Emp3,opee� worl�ing �a►��r�dar 8a� og�r�ti�ns wi�l �or�sider th� ca�en�ar ho�iday a� t��e ho1i���r. � . �I-1.�6 AHSREV�P�TIQN�: Wk�er�ver t�e �►b�reviatioa$ def�r��d h��ein apge�r i� �o��ract Dacu�ner��s, �3�� ir��ent r�nd me�r�ir�g sha],�. be �� �o11ow�; � - � AAS�'�'D � Arne�ic�n A�����at�on a� � l��D 6t�te E�i�Y�w�y T�e�tt�s��rt�tion Df�ioial�. 1��CE - Ame�ican ��ciat� o� �i�il En�i�eers �.A� - �n A��o�ds�r�c� Witl� A�'�M � ]��rf ��,� �o�,i���► �f Te�tf r�g M���ri���3 AWWA -- Am�ric�r� �a��� Wo�ks A�socf akioz� A�A - Americ�r� ��andards A�sc���a�ion �I -� Hyd�aultc �ns���u�e Asgh. Av�. � 1 �rd. C� �L �z �,ia. �b. M�3 Max. � �#apt�al,� - Aver�ue - $ou�ev��� - ��s� ��o�x � Center �,ir�� - �a�nan��e� irnr� - Lir�ear ar Lir��al -- Pout�d T L�nhale - �ia,x i anurn - M��].#.an ���lans Pe� Day C�S - Cub�c �`vot p�� 9����� �xr�. # �ir�fa�u� Morio,�- Mar�oli�hic � � Pearcen��m 1� - R�dins �.�, - �ne,�de �iarn�ter �.�. - �utside D�ameter Elev. - E�,ev�tf �r� � - 1��hr�ahef � . � _ ��nti�rad� 3ilr � �11C�1 �t. � i�aat St. - S�r�e� CY � �ub�c Y�r� 7C€�. } Y��d S'i � Square 7[a�d L.�'. - L��ear Foot €1.�. � Du��ile Iran d C1�3 (5� �1-I .�7 �AA��E OR�ER: A"��an�� p��er'" is a writ��ra sup��ement�I a��reern�nt� �etw��n �he Own�� anc� �he Cc�nt�ract�r ���rering �ome add�d a� c�eds�ct�d �tern or f�at�re wh��h may b� �oun� ne�essa�ry �n8 �rh�ch was �ot s�eci�i��,i1�r f��Iud�� �,n the $�op� of �he pro�ec� on �,+�ic4� bit�s w�re atxbrnit��d. Ir�c�ee�se irr uni� q��,r��.i��es st�t�d ir� ��e �ropo�al ��ee �at t�e su��ect r�att�� t�� � C�ar�g� Qrd�x t���es� ��� �.n��e��se o�r �ecr�ase �s m�re �lt�n �5� �f the amoun� o� the particu��r �.�em or it�rns in th� arigar�ai propo��l. All "��a��e �rd�re" sha�l be �re�ared �y t�e �ity trom in�or�n�tion a�s ne�essa�y furnish�d }a} th� �ontractor. ��-�» �8 PAVED S�R�ET� AN'D ALLE]CS: A pav�d �tre�� or all.ey s�ia�� b� d�f�.r�ed as a str��t a� ��l�y ���r�.�y or�� o� the follawing �y�es �f w�aring sur€�c�s app].ied ov�r t�e natu�`��. ur�im��otr�� ��srf�,�ea 1. �n� t�rpe a� aspha�t�� �ar�cre�e v���t� or �r�,�hout sep��'a�e bas� mater�a�. �. Ar��► t]r�ae of asphaZt �urfa�e tt'e�trr�ent� nat �nc�uding ar� aiY�d �t�r�a�e, �v�th o�r witho�t �epa�at� ���e ma�e�ial� �. B�f�k, wi�h or wi���ut $�p�,�at� ��s� ��t�rial. 4 . C�r�cr�te, �,►�i�h or +without ��par�t� �as� ma��ria], . � . �r�3� �orn��n�t��� of �h� ahove. ��-��., �9 CJ�PAV�i� STR�E�S Ol� A�,L���: �is� �tngav�c� street� al��y, ro�dway ar other s�tr#a�e is ar�� ar��, ex�e�t those �e�ined a��rre f or "P��r�d 6��reets and A��eys ." C1-�.3� CIT]C �TREET�: A c3t]� str��t �� defined �s that area b�twe�z� th� r��k��-of��v�y l�.ne� a� �1�e street i� ded�cated. ��-�1.31 itOA1�i�AYs p�x`�l�el l�n�s two �4�! fee� �a�k �� �7[1��5, T�e� raa�way i� detined a� ��e aar�a b��w�er� {�' 1 feet back af the curb 3�.ne� or �ou� t�he �v�rage edge o� ��ve�aat v�h��� �o curb ���-1.32 G�tA��I. �T�ts��: �► gr�vel s�ree� i$ �ny un�arr�� a�r�et to �vi���h ha� be�n add�d c�r�� ar mor� �pp].i���ior�� a� �ra�r�� �r s�r�iiar naater�a� o��xe�c thar, �h� r�a�u�a7. n�aterial foun� or► �h� ��x�e�� s�r�ace �efar� as�y ���r�r�em�nt �ras ma�e. ��-� � fi 1 6ECT�0� C � �E��RA� �O��ITi��� ��-� ����RPR�TATIQ� A�D P�FAFf�TI4� �F ��OP��AL ���TI�t� C2-2 �I�TE��R�TA�'�Oi� A�D PR�PAI�AT�DI� OF PRO���AL ����.i �RDP�3�L FDR�i� The Owrr��r w�,l� �urni�� ��dd�rs w�th pr�pa�a� form� wh�ch �vi11 �ort�ain an itemize� Y�s� of th� it��� o� wo�k to b� c�or�e ��c a��.erial� ta be furrt�she� a�s�d ugvn w�,i�#t bi� p�e�ces are req�es��c�. T�ne ��ropos�2 f��rm wi�,l �tate �ri� Hic��er r� c��n�ral und�rstr�n� i,n� ot �he pr�j��� t� be c�n�ple�.ed, �r�vfd� a�pace �ar furr�ishi�g ��e ��o�r�t o� b�� se�ttrit�, and s���e the �asi� �oa� en��r�ng into ��o�snal contrac�.. The pwn�r vri�� ��trr�ish far�� #or ��ie 8idder' � "�xperi�r,ce �t���r�t" �Er�t�ip��r�� ��i�eclule�w a�x8 "F"inan��al Statern���," all of +which rat��t b� pra�erl3► �xe�u�ed �nd ff�ed vr��h t�� �irec�o�e �� �l�e City 'Wate� �ega,rtm�z�t orte wee�C priar to th� horsr fo� o�e��.t�q �f �fds. - �i�� � f nanc ial ��a���ment ' r�qu���$ �1�a�1 hav� been gr�pared ��r a�t �,nd���nc��n� aerti�fed p�bYic ac�vunt��t os �r� ir�c�epen�ent publ,ic a�countant hvlding � valid ��rm�t i�st�e� b�r ari appropria��e s�a�e licea��ng ageacy� ar�� �a�a1� have beer� �o �ar����ed �� to r�f],e�� the curr�nt fin,enc�.�1 statue. ���s * �ta����nt �►u�� be ��rr�r�� ttz�d ri�t m�r� th,ax� on� { 1? ye�,�e old . �� th� case t�a� a b�c�ding da�e �ai�.s within th� tim� �❑eur stat�rn�nt ts �ei�q pr�pa�'e�, th� pr�vi�u� �t�tern�n� ei��,��, �� upd�t�d by propez' xr��if �ic�tion. Liquid ��se�s it� the am�unt v� t�t� {1�� } percent �f �he �s�ima��d praje�t ��st �ril� be �equirs�, Fo� ar� e�cp�ri�nc� re�ord �o be consi�ere� ta �e �►c��pt��l� ��r a givean �r� je��, i� mus� r��1e�� the e�cgerf�nc� �� th� ��,rra eeekin� gualt���ation ir� w�ork of �otri th� same x�a�ure �n� magr�i�u�� as tha� o� �h� proje�t �o� wh��h bids a�e �o be re��i�►e�� at�� $�c� experienc� mu,st l���r� been oa prajc�et� oomple�ed not mor� �har� f ive � S l �reare pr�c� to the ��te an wha�c3� a�re t� �� re��irted. �'i�e b�,rector o� the �ate�r ��partmer�� shal� be �vle j�tdg� a� ta the �►�cept�abix�t� �f �xp����r��e �or qu��ific�tion to bi� �n aay For� �orth �Tat�r �����r�me�x� pro�e�t, The pr��pect�ve �id�e�r aha1� �chedule the eguf�mer�� k�e t�as �vaiiak�le for t��e p�o�e�� and s���e tha� he �tf��. �e�t �u�i� add���or��l equipme�t a� m�� be required tp �om�lete th� paco�ect on �hiak� h� aubro�t� a bid, C�-�� .� xb�TER�R��A�`��N �F Q.C,�TA�T��IE�: The quant�.tie� of wrarl[ �r�d rna�ea�ial� to be furn��hed as m$y be �fsted �� �h� prop�sal C2-��(1� ��rms or oth�r p�rt� �� �h� C���r��� ��cu�ents wi�l �� �ons�����d a� a�pr�xi�a�� oa�� and �fl� be used fo� t�e p�r�aae �� �ompari�� ���a� a��tform b���s. P�yment w�Il be �n�,�e �o th� �ontract�r fo�r anl}► �h� s�tt��l qua�ttf��es of �o�'k perf ormed o� mat�r��1.s £utt'�is3�ed-• �.n � st�ict, �c�orda�ce with ��e Corit�ac� ��cume�ts a�nd Pl�.t��. ��►e qua�x��t�es o� wo�lt ta b� ��r�o�m�� ar�d m�,��rf�1s t� �e furnis3�ed a�ay �e fncre�s�d �� decreased a� k�eretn�f�er p�rovide�, withot�t �n �n� way inva].�datir�� th� uni� pr��es bid or ��y o�hex' requir�rn�nts of ��e �on�ra��. Do�u�n�n��. ��-�.3 ��AM�i�A"��0�] O� C�t�'tR.i��T ��C�'�N�'� AND S��'E QF PR�JE�T: Eidd��r� a�a advis�d tha� tl�e Car�tr��� Dacu�ment� on fi�.e w�.th t�e pwn�r �hsll const�tute �lX 'o� t3�e �r�farm�tior� wF�i�h t?�e �wn�r wi�1 �ur�xi,sh. A�l �ddi�����,1 in�o�m�t�aa �tnd d�t� �rhi�k� th� o�tner �vi�.l ���pl� a��e� pr�m��g�tion o� th� �orm�,� �an�rr�ct d��u�aents ��a�� �e tssued in �he fprm o� wri��e� add�n�a and sha1�, b��v�a� p�►a�t of �he �ontr��� Documents ����. a� th�uqh ���h a3denc3� ���� actu�l�y w�i.���n �.��o th� or�.g�na1 �ontra�t �ocum�n�.s. 9idd�rs ��'e ��qu��r�d, prfor to the ���fnc� of p�oposal, to re�d ar�d becax'r�e �am�.liar wit� th� Cor�tr��t �o�um����r to vis�t t�e s�te o� �k�e p�o�e�� a�d ��ca�tr�e ca�re�u��� �.�.1 ].o�al c�ndi�.ions, to ir����m tk��rn�el�res b� th��a� owr� �r�d�pend�nt .res�a�'�h ,�nd inv��ti�,��ior�s, teat�t �or�re�, �xr�� �y such o�h�� m�ans a� ma}* �e r�ece��ary tn gain a c�mp�ete kr��t�le�g� �� �k�e ��ndition� wh�ch w3].1 �� encaunter�� duri�g �h� ��n�t���tion of the pzo�e�t. The� must jut�g� �o�c �Y��mse�vea th� ��,ffic��t��s �� �he �to�rk a�sc� al� �t�end�ng �ircu�nstanc�� a�fectir�� �he ca�t a� da�nr� tkxe wc�rlt or the time regu�red £o� i�s comp����io�, �r�d ob��,i� �t��, �n�oaematfon regu�ir�d �o mal�e +�r� �,�te��,ic�ent propasa�. �1a fr�farmat��n g�ver� �y the Owr��� ox' any reps�sen�.a��tr� o� the Owner a�her th�� �.hs� �or��a�r��d in the �on��cac� Do�um��x�s ar�d o�E£tc�a�ll�► promu��a�ed ad��r��� -- ��e�e�or �ha�.� be t�i€�d�.�g �gon �he Owne�. Biddsrs �tha�L ���� exclus�ve�y �nd �a��Iy u�on ti��tx' ��v�t es�i�m�e�, �r�ves�igation, res�arc�, test�, ��tp�ora�ior��, and at1��r �ata wri3.ch a�re n����sar�► f�r �ull an� c�roprete in���rm�atio� upon whici, t�� ptoposal �$ tn b� b�sed, I� �s mu�txal3�y agree� ��tat �he �ul�m�.e��on of e pr�p��al is pri.���-�a��e �rride�nce tri�t tha bi�d��e h�s made th� i��►esti+�at�ons, e�amination� arid �ests k�erein �c�quire�� ���ims �or a�c�f�ioaa� cnmp�r��a�io� due t� variat�or�� ��tvtea� cnr�r�#.t��r�� a�t�a�l� ericaunt�red �r� �ortstructior� ar�d �� ir����ated �r� tk�e �oatract �oc�s�en�s w,��� x��t� k�� a��awed. The �og s�f So�� Baring� # f f ar�y, sh�w'i r�� o� the p�ans are f or ge�e�eal inf��m�t��o� only� $nd �na�r �o� be corre�t. l�eith�r the C2��(�� �wner �a� th� E�g��eer gu�r���ee �hat th� �at� show� is r��r�s�n�ati�e of ��n�i�ions wh�ch a��u���� ��i��. -�2-2.d �U�MITT�N� DF �ROF���L: T�� Sidder �ha13 su���� hf� �ro���a� o� ��e ��rm �urni�h�d �� t�� Owr��r. A�� �1��� space� app�.��a��,� t� �-the pr�aj�ct�..aar��a�r��d ir� �t�e fo�� �ha��, be c�rre�tl�► �i1,1�� �r� �r�� the B�dder eha1� ���te �rie pr�ces, vr�itte�n ir� �ak �r� both words �nd r��me�ca�s, �or �rhf�h h� �ro�ase� to do �h� wo�rl� cor�t�mplat�� or furnf�#�e �k�� �aaterials r�qui�c�d. A�1 �uch p����� �ha�� be written ��gibl�►. �r� �a�e �f �fs�r�par�cy b�tvre�n tk�e grice writ�.�r� ir� �or2�� �,r�d �.he �r�.�e w��tter� �.n nu��rals, ��� price �a�t �d�r�ri�age�us ta th� Ci�.�► �ha�.l gavern. �� a pr�pos�l �s �ubraitt�� ��r s�t in��.�ridua�, hi� or h�r nam� t�us� �� ��qri�s� bp �ina {h��c) �ac his �1��r� �uly �u�i�or.�,�ed �g�nt. �� � propt�sa� is su�rui�ted �y a firm� assaciationrt o� pa�tr��rshi�, t��� r�a��� art� ���re�e o� each me�ab�r rnus�, be giv�n, a�xd ��e gropa9al rnust b� �tgne� �� a me�al�er of t�e �frm, as�o����ion, ar gartn�r��ip, or ��* � per�on dt��� ��tt�o�i��d,. �� e propo�aY �s sul�raf tted k�� � c�tnpar��► or co�par��.i�r�f t�e �om�ar�� or �o�c�o�ate na�n� and busi.nea� ac�dre�s must b� g��rent and �he �raposa� s�,gx��� by ar, o��i�ial ox du1� authorf�ed �g�z�t. The �o�rp��ca�� seal a�us� b� ��f�xed. �ow�r o� A�t�rney au�riari�ir,c� a��n�� or ot�er$ to �ig� pac�po�a� must �ae p�ap�rl�► c�r�����d ��td rau�� #e ir� wrftin� and subrn��t�d witt� the �acogosal. ��-��.5 �tE��C't'��N' ��` P�t�P(�S�1L5: ��ropos�ls ma]► b� re��ctes� i.� ��► �l�ow any ���e��t�ori o� wvrds o� fig�r�s� ad�i�ione n�� ca�le� for � co�df�ion�l or t�n����ed fo� a�,tern�te bi�s, �ncvrnpl��� bf���� er�su�ce�, or irr�c�ula��ti�� of an� ktr��� ox ��ntain �xr�ba�,�na� va�ue o� any ite�ns. Praposal ter�dered ar ��].ivered a��er �h� o���e#.al �ime des,igr���ed �oac r��efp� o� prap�sal s�xal� �� r�t��cr��� to the Hidd�r ur�ap��e�. ���-�.6 8�A �S��T����'i[� No pr�gosal wi�I be ���s�.�er�� ut��e�s �.� i� accon�pateie �,�y �����po�aal. 5ecusity" o� tk�e cha�a�te�r and in the em�ur�t indic���� ir� t�e "l�o�ic� tc, �i�d�r�" ��xd �h� "�aroposal." The Bid Se��rit�r �,a r��uired by �he Owr��r as evi�et��e af goad �Ea3�h on tlae part o� th� H�.�de�, a�d by �ra� �� a�ua.aea��y tkia�t i� av�ar��� tl�e ��ntr�c�, the ��tdd�r wit�, vri,thin �.h� required ��me ea�e�u�e a�orrn��, co�trac� anc� f��r�ish tt�� re��f�red p��r�orrn�a�nce ar�� ���er bon�a. T�� b�d �ecu��t�► o� the �h�e� �.awes� b�dc�ers �11x �e re�ain�d ur�ti7, t�� �ontraat is ��aarde� or atha�e di.�apoei�i�n is rna�� thereof. �h� b�d se�urit� af a�i o�her bf���r� a���r b� �etu�ne� p�v��t�y a�t�� the canrras� of �ids. C����3} ��-�.7 A�LI�ERY �F PR�PO�A�� �� propo�a� wi�� be �on�idered un�e�s �t �s �e2iver�d, �c�o�pani�d b� it� pro��� ��d _��cu�x��, tv �he C��p Ma�s�er or his r�prese�t���ve �n the offi�i�1 place of �u�iness a� ��t �ort� �� the "�ot��e to �id�ers." �� �s th� Hidd��'�„sole r.esponsi���it� to �e�i�e�� the pr�p�s�� �� �he proper time to t�e prop�r piace. fih� me�e f��� �hat a ps�p�s�� �as �i���tch�$ w�ll n�� be �o�sid���d. The �idda� mu�� have the gropoe�l �����lly de�fv�r�d. Ea�h proposaY �h�l� b� i� a sea��� e�v�lo�e plainly �a���� �z�h th� w��d w��o����L�* an� ��� ��me or de���igt��� �� ��e �raje�� as desi�na�e� in th� "Noti�e t� Hfc�d�rs." Th� �n�€���pe �ha�� �e ad�t��ssed ta the Cit� M��x��e�r, City' H��1, Fa�� W���h, Texa�. ���-�, 8 WTT���J4,W�N6 �R��1�5�14,L5: P�opc��ais actual��► �il�d �i�h �ie �ity Ma�xage� cax�not be with�rawr� g�iar �o th� ti�� set �o�� opening progassls. # �reqt�est fo�' �o�t�cor��,i��ra�tiort of � pro�osal u�us� �e a►�d� �� w,r�rit.��g, �,dd��saed �o the Cit�r M��a���c, �r�d f��ed with him pri�r ta the ti�e ��t fo�[ �h� �p�nin� of �ropa�xel�. A�ter a3� �ropos�Ys not res����te� fo�' �on-���sider��io� aa�� �p�rned �n� puh�i�ly ��ad alou3, th� p�a�osa�.� fo�c wriicl� n�n-�orxsi�3�ra�a�n requ�s�s I�av� b��r� pr�pex�y ��l�d ma�, at �h� optio�n o� �he �wne�. be returned ur�apened . C2-� w 9 �ELECR�,��i�� 3�1O1��F��AT��i� �F Pi����SAY�S: A�y �id�e� m,ay ra�c�.��� his prapasal by tel�g��,phi� coa�mt�ni��t�o� at any ti.�xe prxo.� to ��e �ime set for openir�� proposal�, provided such �e��c��aphic c�rn��nicatiort is r��eiv�c� b� ��e ��t� i��naq�r p��.o�c ta �h� ga�d pr�posa� �per�ir�� ti��, �r►�i pr�videt3 fur�h�r, ���.� �he �ity Manager �s satisfi�d tk��t � wr,��ten ��d d�ly a��.k�er�ti�at�d c�r��irmation o� �u�h ��lec�r�,p�ic cornm�n�cat�on �v�r �h� s�.g�atu�ee o� ti�e �i�de� �ras maf led �rior to the �raposal opening ��a►�. �� su�h con�irma��on is no� re�efv�� �ritk� in fo���--�i�ht ( 46 ���u�s a�te� t�e p���o��1 npenf ag ��me, t�r� further cansi��rat�or� wf 11 bs gi�re� �o t�� proposa�. �2-�.�.� P�7B�,i�- OPENi�V� O� FFtQPOSAZ.: Prv�po�a�� �rt���� i��►�e ���n grop�erl�► �iler� �nd �vr+`�rt�ich �o *�]o�-�ar��i�er�t�on �ieque��" t�a� #�e� r��eived wfi� �e �u1�1i�1� �pet�ed an� rea� a1au� �� �he �it� �anag�r ar.�tia �uthari�e� regreser�ta��ae at tha tim� a�r�d ��ace i.ndfca�e� ��n ��e '�]r��ic� t� Bi�d���, � 1�1� proposala w�icl� �ave ���� oper�ed and reac� will remai� on fi�e vritk� the �wner ur�til t�e cor,t�r��t h�� beer� �wa,rde�. Bid�era ar thei.r aut�,�riz,e� �re�resenta��ves �re ir��rft�d to �e pr�ser�t f�r the ��enir�� of bi�s. C�-� .�.� T�tR��UL7�R Pf��P05ALS: Pro�osa�� �t�aYl, k�� �ot�����red as b�ing "Irrequla�" if they show �ny ami�sio[�a* ��t����ions o� �arm, �d�i��oast or cv€�d�tion� �ot �����d for, �tnauttra�i.��d a����rr�at� b�.ds, o� ir�regular��tes of an�► kin�. goweve�r� �he �2--� I 4 � Ow��r r�s�r��� ��e �iqh� t� wa��� ariy ��d a1� ���egu��r����s and to mak� �h� award �f th� c�n��ac� to the best int�r�st o� th� �i�y, Te�deri�� � p�aposa� a�ter ��e c�osing �our �s an irre�ul�r��y ��ich ca�nvt �e waiva3. �2��.1� �I�QDALIFI�Afi�0��0��B�DD���: Bidde�� �ay be � qua�ified and t�ei� p��pas��� �at conefdered for ��� a�f b�t �o� limit�d �a, the foLkowi�g ��aso�: �. Re�s�n� for be11e���g �h�� �ollu�ion ex���� am�ng ����er�, b. �ea�o�a��e ��o��d� �o� b���eving th�t a�y b�dde� �s ���e�ested �� mo�� th�� o�� ��opos�� �or w��� co��emp�at��. �. T�e bidder b�fng i�ter�sted �n �n� �itigat�a� �g��n�t th� O��e� o� ��e�e th� Dw��r �a� hav� a claf� aga�nst o� be ��g�ge� �n ���f��t�a� �ga�nst �h� b�dd�r, . �. The �fd�er b�iag i� �rr�ar� o� ���.��is��ng co������ ar �avin� d�fau�ted an a prev�ous �on��a��. �. �he �i��er havinq pe�form�d � p��or ����r�ct iri �n unsatisfa��o�� ma����. �. L��k of ca�pet�n�� e� �e�eal�d �� ��e �f�a�cia� �ta�e�e�t, e�per�en�e r�c�rd, e�u�p�en� ec�ed�1�, �a� �u�h �riquiries as the �wne� ffi$y s�� �it �o ��k�. g. U���m�l�t�� wark whf�h, �� �he ju��me�t �� �h� Q��er, ��lY pr�v�nt or �inder �he pzorn�t �oro�l��ivn a� a��f�io�a� �ork �� a�ard��. h. ��e bidder n�t fil�n� �i�� th� Owner, one �eek in �dva��e o� ��e h��� o� t�� a����n� o� ��o�o�a�s �h� �o��aw���: �. ��a�n�ia� ��a��m�nt ahow�ng t�� ��na��ial ���d���on o� ��e b��d�r as sp���ff�d �n Pa�t "A" - Sp���a� �n��r�cti���. - �. A cu��e�� e�peri�e�ae ��cord �how�nq espec�a��y t�e projects a� ����u�� �imilar to �he on�. un�er �o���de�at�o�, whi�� h�v� �e�� gu�cessfull� ��m�l���� �� the Hf��er. �. �� eg�ip�ent �ch�dule �h�win� th� equipm�nt th� ���der ha� avail�bl� £or use on ��e �pro�ec�. ��� ��d P�oposal of � pidd�� who� �� t�� �udgmen� of �he E�g��e�r� �� disq�altfied under t�e r�qui��rn�nt� st�te� herein, �hai� �e ��� a��da a�� ��� op��e�, C�R2f5} ��� � � ������ �o�r�z���x� c��� �w�n �ra� �x�c�r2�o� o� DOCIIMEI�TS SE�T�ON C3-� AW�Rb A�iA E�CE�[7TIOA� 0�' IJO���t�TSs C3-3,� �DNS�D����'Y�I� �� PROP��ALS� Af�e� ��o�osa�s have �e�n �p�ne� and read �lot� , the pr��osa�,s wt].1 �e ta�e�l�te� ar� �.�� b�s�� o� the quo�.�� grices, t�� �uar�tities �hown �� tk�e paropo�a�, �r�d th� applic��ior� of �uah f�rmul�s or ot�►�r r��tk�a�s o� �ri�ngi�tq ite�a� �o e commor� ���is aa ma� �� es�abxfs�e� in th� Contract 1�o�um�rita. The t��al. ob�.�is►ed by takf ng tYre s�m af �rie grad�xct�s of t�ni� prfc�� q�ot�d afld �he e��i�a��d qu�r�t�,t�es g�us a�� lump s�m items a�d s��h other quo�ec3 am�ur��s as �na�► �r�ter ir�to the �o�t of ��� �omp�.e��� prvj��t wi11 be coasidered as t3�e amo�r�� of ��e �i�. � Ur��f ], th� awa�r�i o� the con�raa� �.s ma�� b� tY�e �waer, �h� ri�ht wa.11 be �c�s�rv�d �o re�e�� ar�y o�r �1� �raposaY� an� �vaive tect�r���al�t�est ta �e�ac��r�rtiee #or ne�r paropos��,s, ar t�o p�rocee�i w3.th the wo�k �.n any rnar��n�r a� mayb� �onsi�#��ed fnr t�te b�s� intereet o� t�,� Ow�ez. �3-3. � [���oa�mY' �r���t���s �ta��RPR����wn����o�r��n strs���ss . �i�T�R�R��� ��MPL�ANGE: �an�ractor agre�s �o �rov��a to Owner,. upan req�ea�, �o�pl�te and s�cur�#.e iri�ormatinr� r���rdin� actu�� +�c�rk perform�d b� a Mir�ority H����tess �r���rp�i�e {�l��� a�d n�r ��► �ornan-own�ec� B�si�e�s E���r�ri�e {�f��l on the ��r��ra�� ar�d t�e pa��ent �k�e�re�or. C�r��s�►�tor �urt�x��e �greee, u�on req�tes� bp ��t�x�r� �o a1Lov� ar�d ��t�iit ar�d�or a�r� �xa��nat�or� of ari�r b��ks, r�ca�ds, ar �,��e� ir� th� pos�easi�n of �or�tractor th�►t� wi�]. aubstanti��� �he ac�ual v�r��el� ����nr,n�� �� �lt� �iH� ox� Wa�. A��► materi�l mi�r�greeea�at�ar� o� an�r r�atur� wi�l be gro+�r�d� ��r �.�rminati�r� v� the c�r�t�aat �r�d fvr ir�i.�3.at�ng any �►ction under �ppra�ri��e fe8eral, �tate �r 1ocaY l�awr� �nd o��i,�r��.�ces relating t� ���se sta�emer�ts� further� x�ny su�ch misrepresen�atio� �ay be grouads for c��sq�ali��cat�on o� �o�tract��c �t ��tn�r's di�c�e�fan ��� 6i�dir�g a� �u�ura Cor�t����� �v,�th the D�r��r far � p�r�od of t�m,� a� r�o� les� tha�� a�x {� � mor�th�, C3-�.3 E{��I�L SMPL�YM�i�� �R�V�S�ON9: The �on��rac��r e1�r��L complg with Cu�caee�� C���► Ordinance pro�i��tin� di,�c�im�,n��io� �n emp�.oy�n►�r�t prac�i�e�. C3-� �i� ��� �o��ractor sh�ll p�s� �h� requ#r�d not�ce t� th�� e��e�t C� L�$ �tO��CG Si��r ��ak dC �i6 �@�USSL� W11� D� ��OV��@� �ssistanc� �� �he �ity of F��t �o�t�°s E��al �mp���ment 'Dffic�r wh� ��11 r�f�r a�y q�al��s�d ap�lican� �� ��y �� v� on ��le in ��s af���e �o th� �n�t�ac��r._ A���op�i��e no���e� ma� .�� b� �cqui��d �rom the Eq�a�l Em�loym��t Off�cer. ��-�.4 �I"�S�i���AL �� PI��P�}�1�L5: Ai��er � �r��osa� h�►� been �r�a� a�► tt�e ��r it car�r�ot be wS�hdrawr� b� �kt� �idd�r w�thin ���ty-��ive �A5} d�ys a�ter �he �ate an +w�x�ci� �he pra��sals ���� o�en��. �3-�3.5 Ai�A�D �F �ONT�iA�T: T�� ��vner r��erv�s ��e r�gh�k to w�t���1�f�.n�J, act�o� a€� t�� pro�osal� �or ���a�o�ab].e t�m�, s�ot ta e��e�d, �o��y'-�iv� � 45 1 day� �����a� t�,� �at� �f openir�g p��posals, �nd in r�� ��r�nt wi.12 ar� ��v��'d b� ma�� uati� after inv�s�igations have �eea ��ct� �,� t� th� r�s�o€�s�b�1���+ �� tl�� p�e�pos�d awa�d��. The award of th� �ont�a�t� �f an a�rax�d ie �ac�e� wi,11 h� �� �h� low��� at�� }�es� res�on�ible �idde�'. Th� award a� th� aont�ac� ��a��. ��� b�co�� �ff�ctiv� �r���� t�� Own�r ��s n�tffied the �on���,�tar �r� writit�g of �uch award. �3-3.� R�TT�Rt� Oi� ��QP��AL 5E�[7��T�ES: �� �oor� �� pro�ose� pr�c� tota�,� #�a�te b��t� d��e�rn�n�d ��r ��mpa�t��on o� bid�, #.he �ws�er rna�r� at i�� discretian� re�nrt� �h� p�co�xasal se�urit� wh�ch accornpanie� the p��go��I� �ahi��� �n i�s �ud�m�r►t, �rouid nat be c���idered for the awsr�. All oth��r p�oposa� �e�ur��i,�� f usu,�3,�.�► t�o�e n� �h� �h�ee laweet �i�d�rs, wi�� b� r�tain�d by the Own�.� �xr��ii th� �equired cor��ra�t has b�er� ��ce�ut�d ar�� laor�d furn�she� �r the ��rn�� t�as �the�c�ri.s� df���sec� of th� b�d�� aft�r wk�i�h tt�ey w�lY �� retu�ned by' t�xe �,�t� Se�r��ary. �3-3.7 ���di7�: �ith tt�e e��cut3.o� ��nd c��li����* o� the ��r�trac� Docu�ne��s� ti�e �ont�ac�a� sh2t�.� furnish to, �a� f i1� �'�t% the �t�rn�r ir� t�e arnaut��s he�e�n rec��ired� the fol�awiag bor��s: a. PERFORMI4�]�E 80i��; 14 good a�nd �u�ff�ient p�orraance bor,� ,tn art ��aour�t� r��t ����s �h�n ��� percen� of �he ea�ount o� the �or�tract, ss �eeid�r�aed by t�� propasal �abu�a�ion or ��t�e�cwi��e, �uara���e�.r�g ��e �u�� �a�d faith�u� ex,�cu�ior� of �he war]c a�x� psr�o��sr�c� o�E the cor�trac� ���� �or th� pr�tect$on o� t,�� Oxvr,er an� ��X other pessar�s �gains� damag� by �easan o� n�g���ence of t�e �on�ractor, �� �m�rop�� ex�c�tion o� ��e ►varl� o� �h� use of inf�r��� materials. Tl�i� gerformance �3--� � � } � � �o�d �Y�al7. guarar�tee �i�e payrnent far �11 labor, ma�erial�, �gu�pmer�t, s�p�li�st ar,d s�rvi�ces x�sec3 �.r� �h� �oastxuctior, o� tl�e worl�� ar,c� shal� �e��n �t� fu�1 fo�c�e an� e��ec� �sr�t�,l provi��,�n� �� �bov� $ti��l��ed are a��c��p�.fsh��l an� f�r,�1 pay�e�t �� m�de on the pro�ec� #y t�e �alty�„ b. MAI�TEt��i��� BO�T�: A good anr� �uffi.�ient rna�"ntenance �ax�d, �r� th� amaur�t of r��t �es� tt�an ,1�0 perc�x�� c�� ths �mo�nt �� �he �or�txac�, �s evide��ed by t3te pro�osa�� ta�bu�ation or o�herwi��, gua�a�►��e�r�g the p�romp�, full ar�c� ���thfx�� per�ormar�c� of �h� ger���eal gur�r�n�y �hic� ie se� �or�h in pa�agrapl� C��B.10. c. P]��rME�TT S0�]�: A goo� and �uffici�x�� pay�den� ban�, in an'"am�unt r�o� �ess thar� 1�� perc��t of the arnou�� o� tk�� �vr���act, a� e�ri�e�x�ed -�y �he pr+o�o�a� tabu],atian o� �ther�r�se, guar�,���eir�c� �.h� prt�rn�t� �u�.�. �nd f�t�hfu� pa�►ment �f ���, c���nt�n�s as de��.t�ed �.� Ar��cle 51G8 � Revf se� Civ�.1 S�a#.utes of Te�ta�, 1��5# as amended �� �ot�sa 81�1 34� A��� §6th ��gfs��tur�� Regu�ar Ses�ivn, 1���� effe�tirr� �►pri]. Y7, Y�59, �r�dlo� tt�e lr���st ver$ion the�eo€, �u�p�,�ring �,�bar ar�� material� �,�t the gros��ution of tk�e worF� p�ovide� far ir� ��� aon�r�c� befn� construc�ad u�z��r these speci�3.ca�io�$. Peyrner�t �ond shalZ remafn in force unt�� ��� pa�r��nt� a� �bove st�pu��ted a�e rna��. d. �THEIt 88i�I�S: Su�h vther �ond� �� m�y be requaE�ed �y �hese �or�t�a�t D�c��e��� �t�a�l h� ���rni�hed �y � ��e Con���c�or. �1� sureties �r��,� be ����pted k�y ��ie D�ner vrha.�h a�e a� �he t�rne �.� de�au�� or d�ltnq��n� on �,r�y bo�ds o� wh�c� �re �lr,te�ces��d �.� a�xy �i��c�a��on a�air�$t �he owr+��. All bond� s�ta1� be mad� or� the �or�s �urr,i�3�ed ��r th� �wn�r ar,d sk��11 be ex��ut�d b�r aa ap��oved �uret� comp�r,� $o�r�� b�s�nes$ �n the �it� c�f Fort Y�or�h, �e��cs� �►�d which i� acaegta#�e �o th� owner. In arder to be a�c�pt��sl�,� the �,�m� of �he sure�� ��a11 be inclu�ed on the c�a�crer�� U.�, �re�st�rp lt�t a� �c�e�tab�e �uretiea,, an� tt�� �►rnonn� o� harid vrritte� bp ar�� �t,e acc�p��k�le compm�n�► �h�],7, no� �x�ee� th� a��au�t aho�rt� ar� the Trea��ry �ist, �ar thet ao�pan�r. ��e�� bon� �t�all be prape��� �x�cu�e� b� 1�o�h �i�e �or,tra�tor a,�n� S�re�� �omp�,rry. Should any �ur�t� vn the ��n���c� �e �ete�ir�e� ��,sat�s�rx��or�► at arr�r t�rae by tt�� ��r�e�c, not�c� wil� b� girr�t� th� �ont�ra��ar ta �h�t eff��t ar�d t�e �o��rec�or s�i��l i�auned�.at��1y prorride a C3=� (3� r�evr stzrety sa�isfac�or�r �o �h� Owner, �o pay��r�� ��11 be ma�e unde� the con�ract uz��il �ite n��t su�ety cr sur��iesx as rec�t�i�r�d, h�ve qua��f i��l �s�d ksa�re be�r� a��e��ed ��r ti�e �wr�er. The �ontra�t sh�11 not be ��e�eative r�o� ��11 any' gaymet�#.s ia� t�ue o� p�i.d �tzt.ti� apgrava� a�'. the, bond� bp'�l�e Owmer. C3-3, 8����U'T��� OF ��ivT�tA�G'�`: 94it�irt ��re {�01 �ays a�ter the Qw�t�� has by agprop��ate resal��ton� �r o�hs��.r�,se, ��r��d�d �he con���ra�t, t�he Con��$���r �t�a�l ex�c�t�e ar�d f��� w�t� ti�e �wner tt�e �o�r����� and sucl� bonds �s may b� ��qu�re� in the Cantrac� Documea�s. �� c�nt�c��t sk�all be �in�i�� upor� tk�� o�n�� until it has been att��t�� b� the �i�� Se�retarYr ��Prorre� as �� fo�rn �nci ��galf �y �� the �ity A�torn��+. and exe�uted �ar the Owr�er by eithe�r th� M�yor or �i�y Ma��g�r. �3-�.9 F�YLCX�t� T� ���CU'�E �C}�TRA��`: �k�e �$i�ure �� th� A�rarde� �o execut� t�t� �requa���d �or►d o�c bon�� or �o ��gn �he rege��x�d ����r��t wi�h�n �en ��.01 da.�� aftea� the �ontr��t is awar�ed sh�ll b� c�nsid�red ��r the �wae� �s �n abar��onrnent a� �is proposa�� a�xd tk�e Dw�mer may' aart�l th� Award. �y' ��asor� a� �?�e un�erta�n�� �f �h�+ n►�rket �r�c�a o� mat��ia� �r�d 1ai�o�c, an� �t bein� fmgracti��bl� a�d ��f��cult �o a�curate�.y d�t��m�n� the �rrzour�� of r��,rn�e�e� occurin� to the O�r�er by r e� s o� o� 6��3 awa��e� �� f�f ].t��'� to ex�cut� �af d�onds ar�d cor��r�ct witt�in ten ��4k �iays, th� propos�� �ecur��y ac��mpany�ng �he proposal s�,a�.� b� th� �gree� arnaun� o� damag�s w��ck� Dwn�r wi�� suf��� b� ��ason nf �u�1� fai�,ur� on �he par� o� the ,Aw�arde� and ahaLi th����upon irnrn�diate�y b� fo��e���d to the Qwner. '�k�� �i�ir�g o� a p�o�osal vri11 be ca��irt�er�d �►s �►� �►�cept�nee o� tl�is provi��lon b� tk�� Bi�d�r. C3�3.�,{� BEG��?�T��� ���t�: �he �ant�act�r sh�lY not c�rnrn�rt�� warf� ur��,f 1 aut �o� i z�� i�x w'r � t�, r�g ta $o �� by �k� e Qwne r. Shauld �he Con�rr,ctor �a�l to �o�un�nce w�rk �t tt�� �xte a� the pr��ect wi�hir, tl�e t�me �t����.#te� fn the wrftten �uthariza�ian uaua��y te�med the 'FTox�lc �rdex�" aar "P�o�eec� Orde�". it �$ a�r�ec� that the �u�re�y Gornpaay �ril�, �����r� ten (�0} da�s �f�er the co�noa�ncement dat� �e� fortY� ir� �u�� writter, �utt�ar�za���r�, ��mm�nce �he gh�raia�Y ex�c�tian a� t�e �ontsact, . ��-3.1Y �I�TSVRAI�CE� �1�� ����ra�tor eh��l r�n� �omoien�e work �xrtd�� tkxi.� �on�.rac� ���i� he has o�taine� �l� tl�e fr�s�rar��� �equir�� t��de� t�� Cnntr�c� �ocurrs����, and su��x insuranc� k�as F�e��x appro��� by tl�� Dwner. The pzi�me �ant�a�to�r ehaYl �e r�spon�i��� �ar ���iveri�g to �h� Dwner�tiee �ub-ca�t�r����r�' �3-3 ��) c�rti�icate of �n��rance for app�oval. Th� prirne contra���r ah�1� in�i���� o� t�e �erttffcat� �f ��sura�c� i�c�u�ed in the �o��m�n�s €or e�ec��iv� wh�ther �r �ot ��s �n�ura�c� covers ��b-co�t�a�tor�. �� �s the interitfon a� the �w�er that the i���ranc� �ov��age r�q�i�ed ���e�n ��a1� include ��e c�v�r�ge of a11 eub--��r�tractors. __. , . . � �. a. �OMP�NSA�ION I�T3�TRAI��Es '�'he Cor���a��or �hal�, �a�tair�, du��nq �h� �ii� vf th�� can�ra�t� �orJk�rs * �oatg�nsatto� �nsu,r�r�c� on a1� af h�s �aa�loyees to �� er�gaged in �raa�lc o� the pro�e�t un��r thie �otx�ract� �n� �or a�,� sub-contr���ors, In �a�� �ny c]�aes o� e�egloya�� �ng���� fr� t�a�ard�u� worl� on �h� projec� un�er thia car�tz�,c� is n�t p�o�e�ted ur�d�r th� �ork��x�' �o�pea�at�or� Statute, tha �on�r�ctor e�hall pro�ri�� �dec�aa�� emp��ayer's c�er�ersl 13.abili�y fn�ur�nce �o� the prot�c��on �� �uclx o� Y��s e�np�o�ees n�t �o prote�t�d, b. ��Ot�PREHEN� I�IE ���'�RA� L1�14,8�L�T7� I�SL�R,A�]�� � The c��trac�o�`��h�ll �ro�ure an� shal� m�i�xta�ri �t�ring th� life �� thi� con�,�act �or���ac�.or'� �ompreher��i�e �eaer�l �i�bi�,3,ty �r�su�ance ��u��,i� �iab�l�tyr �r�� ��vp�rtr� ��rnage Itxs�acaa�e) in an amot�r�t no� less th�t� �5��,�0� corter�rig �a�h oc�u�rence ��t a��au�t a# �od�1y� ia��xr�►M �n�1,ud�,nc� d�a�ht an� ir� ar� a�aour�� �o� le�s thar� �SO�,�QO co�r�r�r�q eack� �c�u,�ex�r�ce on aa�out�� o� pro�ert�r �a�age wit� $�,�8�,�0� u�nbr���a polic� cov�rag�. �. �ADD�TT��AL LIA,B�LIT�C: "�he �or���eac�or s1�a11 fu�rnis� �neurar��e �s �apaaca�� �o3ic,ies or ��r add�t�or�a�. ���o�sern�nt �� an� n� th� a�ove-�e����r�e� p��.i�ie� R�nd �r� t�� �rnount �s set �orth fv�r pub�f� li�bi�.ity �nd propet�t� dx�mac��, th� fo]�.o�v��g i��u�ae��: �. �ar,ting�nt LaEab�li�� (covars �en�raZ �or�trac�or'� Lia�i].i�y fox� �c�s of �ub-�c�r��ra�t�rs � . �. - �1as���g� �rior to �r��r ��,a���ng �ei�ng do��. �J. Col1���� of bt�ildir�g� o� �t�x����z�re� adjs��r�� to excava�.iox� { i� exc�vations ar� to �e erform�d a��ac�e� to �ame�, � 4. Dau�age to u�d�r�ro�n� ut��.f�i�s €v�r $5��,�Da, C�-�� � � � �. Su�lder's risk 4wh��� a��v�-qro��� str��tures a�� in�o��ed�. 6, Co�trac��a1 Lfa��l�t� (�vve�s a�l i��emnif�cation requfreme�t� o� �oatrac�}. �. A�TTO�'SOHIi�E INS�1R?1NCE - BQDILY �I��C1FiY �I� �fi�PE�tTY �AMA�E: '�h� Contracta� shall p�co��tre ar�d m��r��a�n, �uring th� ���� of ���s Contrnat,# �arapreher�si�t� A�tomobf 3e i,i�bi��ty �Ins�rra��e in �n amourtt ��� �e�s than ��5�,0�0 for in�t��ies inclu�irt€� a��id�r��al d�ati� #.o a.r,y� o�e perso,n �r��3 �uk���ct to �he ��tne limit �or �ach �e��o� �r� amour�� s�ot �es� ��an $50�,��0 0� a�cau�t of ��e ac�fd�r��, an� automobiie groperty dama�� ir�surance in an amount r��t l��a �3�an $1�Q, 00�. e, SC�PE �F �I�1SV�tA��E i�i�X? S�EG�IAL 8A'�AFtI�: 'rh� � ir�suxar�ce req�ired �tnd�r t�ie a�ove ��ragraph� sh�11 p��v�.d� a��q�ate prot��tion �or th� Contra�tor �r�d his su������r�cta�s, res��c��v��y, ag�i.��t damac�� �].a�sn� wk���� m�� a►�r��e �r�rn o�e���xon� undex �k��� co�n�.ract, w�eth�r s�c� o�er�ti�ns �� �y th� �asur�� or b�* anyor�e dir�etl� �� ia�t��ct��r �mg�oye� �y h�rn, �nd �1so a��inst an� of ti�e �oil�wfr�g s�ecia� h�zas�s r�rt�i�k� msy b� ����ur►t�r�d �r� ti�e �erforman�� o� the Cor►����t. �. PR���` �F �ARRIA�L �F �i�S[�RAI��E: '�he Cor��rac�o� -- shail furnish t�� Ow'�e� w��� �atisf a�t�ry pr��� �€ coverage by in�x�r�r��� r�€�uired in thes� ��r�tract T�ocum��t� ir� amox�r�t� �tr�d b� carri�rs eati�fact�r�► t� �he Dwr�er, �Samg�e ��tacY�ed.1 A11 insuran�� regu��t����nts rn��e upan t�e con�ractor �ha11 app],Y to �_�e sub-co�tractnr, �hau�d t�e �r#,m� Contra��az's insur�,r��e not co�r�� the ae�k��con��ra�t�r's wark oger�t�,on$. g. �,OC]4L ]46�NT ��� �N'��RA�4CE AND BONDTNG: �'rie i.�su��►r+�� ar�d ba�dir�g ��m�a�►�ies wa.�h wi�om th� Gan�r�c�oac's ir�sr�r�rxc� ar�d p�r�r���a��x�e� paymer,tx mai�xt���r�c� an� a1,�. �u�� atl�er bands are w'ritten sha�Y b� repre�ente� b�r a�r �c�en�. or age��s havir�c� an offi�e xo���ed v��.thir� the �ity 1�mits of �he C3�� t6� �� City o� Fprt ���th, Ta�a�an� Coun�.yr Te�as. �ac� 'r such s���t sha�� be � tiuly q����f��d, o�n� upot� who�t aerv�ce o� �roc��� may be hadt �r�c3 tnust hav� . aut�o�i��► and pow�� �� eck on beha�f of ��t� insuran�e �nd�ar bo�8ing co�►p�ny k� r�eqotiat� ��d , �et�le �ith tl�� �it�! o�•�For� �Qor�h, or at�y o�i�er c�a�r��nt, ar�y� claims �h�� �he Cit�r o� Part War�h or oth�r c],a�m��xt o�r an�x prope�c�y ow��r �rl�o �as �een �sma�ed, �aa�► t�ave ag��r��t �he Co�tractort iris�rar���, ez�c��or �an��n� �e�opar�y. If �3�e ],o�al �n��trar�c� are�re�eatative t� r�ot so en�g�w��e�1 6y th� ina�xran�� o�r bor��ing c�m�ani�s� th�r� such aesth,�rz�� must �e �t�ste� in m�.acal a�ent o� �laims ��f i��r r���c3iztg in �he t�etrop�,�x, th� �ort� �dor�h��al�.aa a���a. The r,am� af the �g�r�t o� agent� sha�.1 be �et fv�th or, a�1 0� �uch ��ar�d� and c�rtifi�at�� �f ���ura�ce. ��-�.1� G��1T1�A�T0#�'� D��TG�iTI��#S: �?nd�r the �os��ra�t, th� �ontra�t�or �h�l� pay for ali a�a�eri�].�� Xabo�r �n� �ervice� wt��st du� . C3��.�� �EEx�Y �AYR�LL. A �erti�ie� �op� o� �a�h p��rro11 co�verir�g p��,��r�t of �rag�s to ��1 �ersan �r�gage� �n work an ��e pro���� �t t�x� �i�� vf the �r� ject $hall �e furnishe� �o tlx� �wn�r's �epr��ex��ati�re ►vi.�3�ir, sever� ( 7} da�s a��.er the e��s� o� ��ch p��'rol� period, ,A ��g� or cop�es af �he �ggli�ab�e n�i.�i�um wage ra�es a� �et +�ort� in tk�e ���tr��t �acum�r��s s�ia�.l 6� kept posted ir� a c�nspicuo�s p��ce at t�he �it�e o� the proj�ct �� ��I �im�� du�irig the �ou��� of �h� �ot�tra�t. Copies of th� �r��e rat�a wf tl be �urnishe� the �or��ractor, by' the �wr�e�� �ow��►��� gost�n� and pr�tecti�ri �f th� wag�e rates $t�a�� b� �he re��onsi���it�r of th� Co�tractar. �3-3. �.� C�NTRAC3'pft� S�Q2�1'�'ftA�T l�l�����T�tAT�OI+�: Atz��► Co������o�r, wh�ther � perso�� pe�r�or��, pa��nership# ��mp�ny, �ir�, a�so�iation, �a�cp�retion ar o�her �h� i� ap�rorr�d �o do �usinesa wit#� an� ��te�a i.n�� a c�ri�rac� w.��� the �ity fc�e constructi�r� o� vrat�� �r►�lear ��r��t��y s�w�� facil�ti�$, w�l� have or �h�l�. e��abli�h � fu�.ly op�a�a�tfon�l �usines� o���,�e w�thin the Foart W�rth�1�a11�� raett�politan �zea, Th� �ontr�c�or $��.��,• aharc��, ���ec�at�� o� assi�n thi� o��i�e {or h� m�� �e].eg��e F�is �ro�e�t �u�erir���r��ertt} with f�ll �u��o�city �o trar�sac� a�l bu�in�ae a�tiar�s req�tired ir, the p�rfarmar�c� �f t}�� �ontract. Tk�i� �,o�a� au�,horf��► et��1� b� made �e�por��ib�� t� act �a� ��e �o��ractor �.� ��� �at�er� per�a�,n�ng �o th� �ro�3� ga�►�rne� b� tri� �ontr�c� �h��her it b� a�rnir�fstr�t�irre or n���rwise �n� a� �u�h slx�►J.� �e emp�w�red, �hx�s del��a��� and direc��d� ta ��tt].e a11 mst�x�ial, labor a� �th�r ea��er,�iture�� ai1 �lz�xm� a��i.�s� �k�� �rorl� or an� at�xe� 5..�"�] � f � �14a�'-�'� �. �1lift#4�r..� •}'� 1 . ,_,.:� � I � ��e.�.1� � �r ��73 � ��+� lU1�� ���t�� a�so�iat�� s��� �� �ainta��f�q a�eguat� and approprfate ���ur�n�� or s�c�rit� cav�ra�e �or ��� p�o�ec�. �uch �oca� autho���y �or a��ini�trativ� of the wa�k und�r the �pntrac� sh�Yl b� mai�taine� u�ti� a�� b�sine���tr�nsactions ex���te� as� part v� th� Ca��r��t �re c�a�nplete;.- �w -_� � Sl�ould tne �or�tra�tor' � p�cix�ci�al base a� �p�ration� �e otk�er tk�a� �r� trie For� wor��--Dai�.as m�t�apvl�itar� are�� �ot,���ca��or� o� the C�ntra�tar's a�sigr���r�t of �,oaal au�horit�► �ha37, be mr►8� in w�itir�c� to the Eng�in�e� i� adv�r�ce o� �ny war�c vn th� p�s��e��t al� a�pr�priat��y s�gne� �nd �ea1�a, a� app3ica��e, by the �ot�tract��r's ���ponsibl� offi�e�c� with th� und�rs�anding tha� �his wrri�ter� a�s��gna��r�� �f autho�i�y to a �o��,� �eprssenta�iv� sha�1 ���o�ne part of th� gro�ec� ��ntrac� as �houc�h ba�nd dfre�t��r into t1�� pr�ject doc�tm�n�s. Th� �.r���nt o�f tk��s� requ�.r�rner�ts is that a1� �+atters a�soc�.ated witY� �he �ori��a��or' � a8�irtistratio�n, �irb����r �� �� o�x��ted ,iz� f�rthering the v�ark� �r ot��r, be go�r��txet� di�e�t �y �oca�. �uthor�ty. This �ame requir�me�t ig �mpa�ec� or� tr��ux'�r�c� and sur�t� c�verage_ St��u�,c� tl�� �o��.�����r' ������, r�p���e��a�i�r� fai.l to p�xform to �he s�t�sf�ction of Engineer, the Ena�ineer, at his soie discre�.�.o�� rn�y dem�nd �hat such locai �rep��sentati�re b� rep����d ��d the Enginee�c may, �t his �ol� dis�retfon, stop all w�r�C unti� a�e� iocal au�h�r���' ���is�acto�c�► to the E�qir�e�� �� assic�n�d. No �re�it of wo�rkir�� tim� wi�l �� �or per�.od� �� which work �to�pag�s a�� in e€f��t for �h�s �eas��. �3�3.15 �J'E�U�: ven�te �� an� act�.at� here�.t�u�sder sh��.l �� �xclu� iv�l�► �ir� Ta�rar�t �aunt� # T�xas . ' ,� C3-� i8) PART � - GEI�IERAL CON��'�I�NS C4�4 SCDPE D� �DR1� .� �E�TIOt9 CA�-� SC�P�� �� WD�tR�-- -•--- -��-. �-�.. . ., � �A�d.l I�?'1'EN'i' �F �ONTRA�'�' �D�i1l�lEt�T�s I� �.� t�te ����[iite it�t����ot� o� the�� cnntsact �ocum�r�t� �� p�o'v�d� fa� � �ar�p�et�, x�se��l �ro�ec� �rl�ioh the �o�,t�a�ctar u�de��a►kes to const�ua� �r �u�rx�.sh, a�l �� �u�l �o�p�ie�►�� w�th t�e r�q�i�cemer,ts ��xd �n�ent o� t#�e Car��r�c� Documen�s* It �,� de�a.�f�e1,� un�e��tac�d that �he �on��cactor �k���,� do aii wor#� �,� pro�r�c3ed far i� �he �on��c�ct �o�udnents� a��il �� �11 ex�r� or spe�fal wark as rn$� �� cor�sf��red ��r �Y�e Dw�er aa �x���asary to �nmpl�t� �l�e pro���� f� � �ati����to�y at�d �c�epta��a m�r��er. The �ontra���r sha�,�,� ua�ess o�herw�se spe��,�����,�y �t�t�d in thes� �on�ra�t Docuraer�ts, f�rnisk� e7.3 labor, �oal.�{ ma���ials, rnachinexy, eqxtipment, s�eaial servicea, �n� in�fdent,�ls r,��essar� to th� prosec+�tiori �r�d c��np�.etion �f the pro��ct. �4�4. � �PE�IA�, ��p�'I��C}A�a: �51�ouid �,n� �ro�Ck or c�r►dit�ons which are r��t thoxough],y and sat�s�actari��► stipuiat�d or covere� b�r Ger,�ral or �p�c�.al ��r�rlitians o� th�s� �on�ra�t Docum�nts E�e �nti�xpated, ar �hould �here bs a�y additianaY proposed w�o�k vrhi,�l� f� not� �ov�rec� by tt�ese �ar���act D�curnen��, �h�r� "5pecia�. Pravi,��ana" cave��nc� ��i �uc� worlc wi.11 b� pr�pa��r��} by th� O�vner prerrivx�a to t�e tirne �� �e��eiv�ng bi�s ��c proposa�s �oa� s�xch wo��c �r�� �u�r�i�riec� to �i�� ��d3�r in the fo�m o� Addet�d�. A].� such "�pe�i�3 �r�vi.��ons" s�xa��. be cansidere� to �� � par� o� the �a�nt�a�t Da��m�n�� �ust as thv�gtt th�� �te�e vriginal�.y vr�itten �h�r�in, �4-4.3 IIV�f�EASED QR DECR�A�ED UANT��'���: The O�wt�e�r re�er�res t�� ri�l�t �o alter �he quant�t�e� o€ th� wo�l� �o �e per�o�rned �r t� ea���r�d or �horten the i����+��m�nts a� a�y ki�e �her� �r,d a� �ou�d �a be r��ces�ary� an� tri� ��r�t�ca�to�c �ha�l� p�,r�o�rm �h� �vork as alte�e�� �nc��as�� or �ec�eas�� a� �he �tn�t gri���. Su�kt ir��rease� +�� d�c�ress�� €�u�rit�ty ���►��, nat be �►oae �hdn �5 p�rcer�t af the cor►��n�plat�d �u�ntit� a� ��c�t item or i�erns. �t��� ��ch cha�ge� inarea�e or decr�a�e �h� v�iqin�i gu�►r�tit� of �r��r itern or �te�� o� �ork t� be �crie �� ��te�iala t� be ���a�i.�hed �y �he �� p�r�e�t o�e more, �hen �ith�r ��►�ty to �h� ��r����ct �ha�ll xtport ���tt�� �e�ques� �� �h� other par�� b� ����.���d �o � �rev���d ��r��i�e�at��n, ttp�rx �hat portfon of th� wa�k a��ov� ar #�e�ow the �5 pe��e�t o� tt,� ortgin��, q�arxtity $��te� in t�a proposal� sucri �evi�ec� con�f2lera�ion to be d�te��fr�ed by epe�ia�, s�r��e�� o� �� i►er�����t�r pr�vic��� �ar "E�tr� ��ric," t0a a�.].�wan�e �v�tl be ma�e �or sny chanqes i.r� an�ici.pste� �rofit� nc�r e��ll su�h char��e� be car,�xd�ra3 a� ��-4 {l� ��iving or i��alid�ting any �onditi��a �r p���is�ans of the ��ntrac� Do��men�s. Va����i�n� i� �uan����e� �f �����ary sewe� ��p�s �in d�ptri categorie�, aha�� �� ��terg�et�d he�ei� �s �pgl���g �o th� av�rall e�r��t��it#.es o� sanitar�r ��w�r pipe ix� each gipe ��.z�, I�t�� not to the variou� dep�k� ����garies, C4-4.4 ALTEI�ATIOI� O� ��NTRACT D�U�iEN'�S: By �hange Drd�r, t1�� Ow��� x`�serrres �he righ�. �o ��l�� such cha�ge� �n �l�e Con�rac� �ocumer�t�s �r�d �n �h� cha�ca��ear �� qu���3,��es a� �he rvork a,s may b� �ece�sa��► o� d�s����le to ir�su�e �om�le�ior� ,�r� �h� most satis��,�tory a�anner, pro�ri�e� s�sct� ��an�es do rtot materia�ly a�t,e� ��e o��c��n�� �nr�tra�t b�cuments or c�ange th� gen�ra3 na�u�� of t�e groject �a a whol�, S�ch changes sh��l �tot b� �onsi���e� as wafving ar 3�xv���.da�ing an�► �or�+��tion or p�o�rision of th� �a��r�ct �o�ur��nts . C�!-4. ���C�RA WpR�{* �dditi�na� wark rna�e ne���sary l�� �t�anges and a�t�ratfon� o� ��� �on��a�� Do�u�er��s or of qu���i..t�es or f�r o�i�er reasor�s �ox w���h no ��a.�e� a�e p�a�ri8e� in ��e �ar�tract 17o�ur�es���s� sha�l be �ef�.�t�d a� "Ex��c� '�ork" a�r�d sha�� be p�a����zn��l �� �h� C�flt�e$�t�� tn �ccorda�t�e w�th t�e�e ��x�ta�ac� Dc��ument� q� �p�ro��d add�ttor�� th�reta; provided, h��t�ve�c, tk�a� ��fo�r� any extra, work is b�gun a"�3�ar�g� Or�er� �h�ll be e�c�ce�t�t� or writtsn order issued by ��� Ow�e�r �� c�o th� �,ro�l� €or payments o� credit� �� sl�sl.� be de�ermin�d �y on� or r�ore �ombin�t��n of t�� �o�lowing m��.�ods: a. [�nit ��d pri�e p�c��io+���.� �pprave�. �. i�n agre�d �u�p �urn. c. The �c��xxe� �r�s�sonabl� �o�� of t � ) �.abar, � � } �ental �� equ�prner�t usad o� the ex�ra wa�lt �o� the time �� us�d �t il�sociated Gez��ral ��n�ra����c�a o� Ameri�$ �urrar�t eqniprnent rent�� ra���� ��} ma��ar�a,�.� er��e�c�r�g p�r�dar�ear��ly �n�o the pro�e�t, �n� {4� ���txa], cost o� i�nsura�r�ce, bor��s, �n� �n�ia]. aeaurft�r �,a det�rmfr��� i�� the �w�er, plus ��i�c�� �e� t� b� ag�ea� ugor� ��at no� �� ex��ed 10� o� th� ac�ua�, ��s� af �u�h e�ctra vroa�k. The fixed fe� �� n�t to �nc�ude �,ny �ddi�,��n�1 p�o€it ta t�� �vr�tra�to� ��r renta� a� �qufpm�at ow�ed b�► him ar�� us�ci ��� t1�� ex��c� work. The ��e ��a�� �� �ul� ar�� ��mple�e aomper�a���.on to cover the cost o£ �uperin�er���r��e, overl�ead� other �roftt� g��er�1 a�d a��l. ot�e� �xp�n�e �,ot in�l�t��d ir� {1). �Z), �3}, �r�� (4� �bove. The C�nt��,��o� sh��l k�ep a��u�ra�� co��. recorr�s �z� �he fo�rn� and in th� me�.hod C4=d �21 e sug+�est�d b� th� ��at��r anc� s�all giv� ti�� Owner acces� ta a�i ac�oun��, bi��.s, vcucner�, aad r�co��l� relating tn the E�ctra W��k.. �10 "�i��r�c�e �rder" �ha11 b����ae e�fec��ve u�x�.�l it has ���r� �ppxo�r�c7 anc� sign�� �y e��h of the ��n�rac��t�g pa�ti�s, �o clairn �o� E�rt�a wor1� o� �ng kind �r�.�,l be a�lo�red u�xl��s c�c�er�d �.n wr�tfng� b�r ��� Dwne�. Yr, ca�e an� ��rdex� o� ,in�t��c�i��ns, eitlner �ral o� wrf�tea, appear to ��� ��►���a�t�r to i�volrre ��tra �a�ck for wr�i�h h� �hon18 re��i�� �o�per�sat��r�, he shal]. mal�e w�itten req��st to �h� E�gine�r �ar �vr�tten arders a��hori��r�g su�h �xtra f�or3c� �rior �c� k�e�ir�r�ing such wark. Sha�3d a d���er��ce ari�e as to �hat �oes or d��� r��t con��.�t�t� E��ra V�o�l�, or ass �n the �a�meri� �he�eo� + ar�d the Er��it�e�r �n�iat� u�or� it�� p�rfa�mar,�e, the �or��,r�c�o� �t�al� gro��e� �r�th �h� wc�����fte� m�,k�ng �rri���n ��c�ue�t for i�rittet� orders and �ha7.� keep ar� a�ccura�e r��coun� o� t�,e ectua�. �eeasar�abl� cast t�areo� a� �rnv�d�� ��ac��r me�h�� � �t�m C } . �l��.ms �o� ��e�.�a �vo�rk uri.�i �to� be pa�d unless ��i� �oa��ra�to� sha3.� f�.�e k�i� c].aim witn tk�e �w��� with,�r� f ive � 5� da�►s 6��ore t4�e time �aa� �ak�n� �he �tre� es��ma�� ��ter such �oark i,� don� �r�c7 ut��ess �h� o��im i� ��x�port�� by eatiafactor�r v'o�t�hers �n� c�rtif ied p�yrol],a �overing all labor and m��e�ia�� exp�nde� ��on t�e sai� EFx��a �arie, Th� �or�trac��r sl�al� furr�i�h the O�rx��c �sn�h �n$ta�la��on re��r�� �f al� dev��t�ar,s f�cam �k�e or�gina� �ont�a�� �oc�m�nts as may be �ne���a��y to e�ab7.� the Dwner �o prepare for �ermanent �ecvrd a corre��ed �e� of p�.ans showing the ac��a� ia�t�ll�t��n. �he compeneatfor� agreed upon �a�c 'extrs wrar�€' wheth�r ar nat �,�if�ia��� hy a'c�a�g� o��erf sh��,�, �e � ft���# enmplete and ��r�a� paprne�� �o�r a11 cost� �on��aator f�t�cur� a� a �ce�u�� ��r �ce].at�ng �o tlne change aac e�rt�ca a�o��C, whethe� �aid �ost� are icno�rt�, ur���►owr�, �c��c����rt or un���ceseen �t that ti�ne, �n��u���c� w��h�ut 1�mitati�r�, any �o��a f�r d�l��►, �x��r���d ov�rt�ead, �fpp�� o�r i�g�ct co�t, or a�� ath�r e�fect ot� cha�a�c��c� or ustch�r�ge� w�rlr a� a���ult o�c the �h�r,ge o� �xk�� wo�k. CA-4,6 S�S�riULL OF OP�RATI�i��: B�fore comme�nc�r�� a��► wazJ� ��� �hi.� �ot��r���, the ��nt�a�tar �k�a�� sub�i� tn the Own�r �nd recefve the Owner's a�g�o�*al �he�reof, e"5che�n].e �� Oparationsw* sh�wing b�► n atsaight li,ne met�a� the date uf �o�r�enc�ng ar,d �ir��a�fag e��h o� �he ma j�r e].�m�nt� of the �or,tra��. T��r� s�a1,� be �l�o sl�o�rn th� estim��t�rd rnor�th3.y �a�t o� �rork for whf�t� es�.�roa�es are �a b� ��cp�cte�. '�he�� ti C+4-� ( � � shall be �re��nte� a��o a ca�pa�it� graph show��g �he antfcip��ed p�og�ess of cons�xuc�io� �i�� th� tim� ��i�� p���t�� ho���o��a11� �nd th� g�rce�tag� o� c�rnp�e�i�� pl�tt�d vertf����y, �he prog��s� ch�x�� ����� b� p.�epar�d oa 8��1�" x 1Y" sh��ts and at ����� f�ve �la�� o� blu� �in� prints sh��� i�� furni��ec� #.o th� Owaa�c. �4�� . 7 PRQ{',,,RE�� ��HEDi�LES FOI� WATEIt AND 9EWEF� �LA�T FA���YTI�S: Wi�k�i.r� �.�ri il�} day's prio� to su�t�fssior� of t�r�� manth�y p�ag�e�� ���►mer��, �t�e Ca�tra�tor sha�ll prepare �nd s�abzux� ta ti�e ��rn�r fcr app�o�al ��.x �opi�� o� �l�e �cln�dule ,�ri wh�.�h trie �or,�r,act�or ��opos�s to car�y on the w�r�c, tk�� date �� wl�i.�k� lxe wi�,� st�rt the �eve�ra� m��o� activ�t�.�� ��n��,�d�t�g g�o�ua�ea�e:�t �f �a��rials� plar��f and ��u��m�nt1 and the cont�rnp��t�d dates for complet�.s�g �h� s�m�. "�he �c��dule shal� �e in the farn� o� ��.ime ��h�dt��� ���tica�. Fath M�th�� �CPM� n�tw�r�€ d��g�ar�. As tk�e �r��l� �ro�ress�s� t�� �or,t�ractor �h�ll ez���� on �t�e �iac�ram th� act�al �aeoga�ess at th� �nd p� e�,�h �a��iai gaym�at pe�3a� or at suck� interv�l� �s di�e���d by' the �ngfaeer. '�l�e Con�.�r��tc�� �h�l� ��s� ���ri�e the sc����xle to re���c� ��t�� a��u��mer�ts in aont�a.�t �ime apprcrve� b�► tl�� �t�g.��eer. 7�`h��e cop�es of th� �pd,�ted e�he�t�le sl�aYl be �el�ver�d �� �u�}� ia���cva�s as �ire�te�3 �y the �wr�er. A� a mini�um, the �or��tru�tivM �chedul� �z�s�l ir�c��'po�ate a�l �rorlc �1er��n�� ��d act�v�ties ��xdx�at�c3 �r� ��te pacoposa� an� in t�h� ��ch�,�ca�. �pe��fi.�a���r��. �rior to the final �ra�tir�g o� the d����l�d ��r�struction sc�edula, �l�e Contra��o�c sh�11 �c�view the draft eche�ule with �he Eng�����r �o en�ur� �he C�r�tra�tar' � ur�d�rst�a��n8�.r�g �� �k�� c�s��r�,�t �equ�r�m�n��. Th� ��lic�v+�.r�c� guid�lir��� �hal� be adt�ered t� �a pr�parir,g �he ��r����cu�t;an s�h�du�,e: a. M�. �, estorte date� �nd f i r��� �ro j�ct cox�pl�tio�► d�te� sha�.7. be d�v�l�pe� �� �o�.forrn to ti�►� �on��raint� f �equ�n�ir�� �egt�ireffients and �omp���io�t tim�. �. T�e �ar�s�r�c�ion prac�s�s �ha11 1�� d�vid�d it�t� ���i.viti,�s tv�tri �itne dura�iona of appr�xfma���y' faurteea f14 � da�� end con�tr�c��or� tra].ues r�o� �a ��c�e�d ���,���. F�br�tc��io�, d��iv�ry a�d s�tbr�it�.a� �ctfvit�es a�re e���pt�ions t� th�.� gui�el�n�. �4�� {�? c. �ur��ion� s�all be �n cale�dar days and �or��l �o�iday� a�d ��ath�r ��ndi�io�s ov�r the dur��ian of �he con�ract shal� be ac�ou�tad �a� withx� th� • duzation af eacri a�t�vit�. d. One �r���cal �ath ��a�l �� �h��n �� ��� cons�ru���o� �c�e��Ie. e. Flo�� �im� �s d�fi��� �s th� amount nf tirne b���e�n the e�r�ie�t st�rt d�t� ��d the lat�st s�sr� date of a c�ain o� �etiv�ti�� �� t�e �PM can6tr�c��o� �che�ul�. Floa t time i� n�t �ar th� exclusiv� u$� or b��e�it af e�t�er t�e �antr�cto� ar the q��er. �, �hirt� da�� s�a�i be us�� �o� �ubmitt�l revfaw unl��� �t�erwise �p�ci��ed. �h� c�n��r�ctio� sche��1� �h�l� a� ���n��um be d�vi�ed into �en�r�i cate��ri�� �� ��d�c���� �� �he �r��osa� and �echnica� �pecifi�at�oas a�d ea�h �e�e�ai ca��go�y sha�I b� b�ok�n down into act�v�t�es in e���gh ��t�il to achiev� �ctiv��ies af ��p�o�x�a��l� fou�t��n {14} d��s du�a�io�. �o� eac� �ene�a� �a���or�, the can���u��a�� ��hedu�e sh�11 �d�nti�� a�� t�ades �r �ubcnn���c�s �h�s� �ork �s rep��se��ed by �ctivi��es th�t �o�xo� �h� gui���ines of t�i� �e��io�, Foz �ach �f t�e t�ades or subco�tra�t�� the��ona�ruc�ion s�h��ule sha�� ��di�a�� t�� f�l�o�i�g pracure���ts, �onstruct�on an� pr�accep�a�ce acti���fe� a�d events in their Yo��caY ��q��n�e f�� equ�pme�� ��d rn��er�a�s. L. Pr��ara��o� ��d tran�m�t�al o� �u���ttals. �. ��bm�tt�l ����e� periads. 3. Shvg fa�ricatian ��d �e�fver�. 4. �rectin� or ���t�lla���n, �. �r���mit�a� of �anufa��urer's op�ra�io� �nd ��i������ce �ri��r��t�o�s. 5. �n��a�led equi�me�t �nd ma,��r�a1� te��xng. 7. Owne�'� operat�r instru�tiv� (�£ �p�l�ca���)� �. F�i%d� �.I18��C��bCI, C��-� f5k �, O�e�a�i�na1 t����ag. l�. F�na� i��gection. ,.y. If, �n �k�� o�i��o❑ of tl��e �fw�n�r� w��rk� ��camglish�d falls be��.n� that sc�edu],ed i the �or�tracto� �hall ta1[� suci� �c�ion as r,��e��ary ta ��np�ove his ��ea�r��s. �n ��diti�n, ��e Owr�e�' m�]� re�uire the �oatr��tor to st�bmf� a revfsed ���s�dul� dernor��t�ra��r�g �is proe�rarn an� pr�pos�d p�ar� to rnal�� up �.�c� tr� s�h�du��d pra�res� �n� �o �.��u�c� �am�,��t�at� of ��e work w�thin the �ontrac� �irne. �� �h� �wner find� �.i�a proposed plan rtot ���ept�ble, he inay requir� t�e �on��actar t� ir�creas� t�e wark force, the cor�st�cu�t�►on p�ant as�d �c�uips�e��, t3�� n�m��� of ��rk �h3.i�t� or t�e ov�rti�� op�r�tion� w��thout additi.orial cb�� to �he O�w���. �`ail�xe o� �he �on�ra��o� #.� ��mp7.� wit� th�se r�quirem�r��� shalY �e �o��fr���'�ed qraur�ds for �e�ermiria�idr� b�► the �wr�er tha� t�� �antra�to� is #�,����� to prose�ut� t�� �vork a�ith such di].ig�nce as w#�.k in�u,�� tt� �ompl�ti�n witri�n the tiine s���if ied. ��-9 {5l - - • ,�. 5 , - . � ��9.iSl 5r � �i�i��'A�CSi.F LVL��iI*�31.7 ���� 1.5J17ii4V� 5J£ �LJ�� L�L�L �1�} 1 �I4 i {}4� SECTIOI+] C�S-5 L*0?�TFtD� QF �R1C �I�JD MATE�IA�,S ��-�.1 AUT190RITY �F EI�6��'��R: 'X'�� wo�1k �ht�l� be ��rforpqed t� ��e ssC��f�c�iotx o� �.�ie�Eng�r�eer ar�d ir� ����ct co�glf a�tce +�3.�,h the Cont�a�t Do��rnea�ts. �e �hal� ��cide ak], q��stiar�� wh�.��i arise as �o �he qu�1f t� an� a���ptabf �,tt� �of m�terf ��.� iE�rz����e� � work p�r�ormed#,, r�t� �f �rogre�s of the wcrk, a�re�cal� eequ�r��e o� th� ��ns�ruc�,�c�n, �t��ergreCatior� of the �or�t�r��t �o��rnen��. ncce���b1e f�lf ,���tn�r�t af th� c�r,tr��t, comger�����an, mt�tua��, ��g}►ts b�tweer, �or��ra��or �r,d Owrner und�� thea� �ar�tr�ct D��u�er�t�� sug��c�r�,sfon n� �he work, r��umptior� of ��era�,�or��, ar�� a��, o�h�� gue�tior�e or d�egu�es �rhi�h may aria�, Enginee� �i�,l r�ot �e �e�pona�ble �ar Co�tt����or's mean�, �e�h�ds, �e�k�n�qu��, sequ�n�es o�e proc�d���s o� �or�stru���or�, �� the sa��t� �r��suti�a �,r�� pxa��ams �r��iden�t �.rier�ta, ar�d he vril� r,ot b� reaponeib�.e far �or��rac�o�'s failure ta perfo�c� the �ror1� in n�ca�d�nce vr��h �he �ontra�t �o�um�r�t�, . . � � - ' . . ., 1�� �h�7,1 de�sr�ni�e trie �rnnun� sr�d qual�.�� o� the�vrozk cornple�es� a�� �a�texia�� furr�is�ed� ar�d hi� de�isior�s a�d cstim��es ah��1 be �ina�,. Ht� es�im��es �� ���� �v��� �hr,l� l�e a condf�ton to �h� rigl�t a� tk�e Co�tra�tor t� rec�ive mor�e} �iue t�izn u�a��r the �an�ract. T�xe ��tn�r �at�a��, have ex��u��ve �uthor�t�t ta �r��o�ce ar�d mak� effacttv� �ttct� r�eces�ar� d�ci�i�an� �n� ord��s as th� �ar�tr�t��r fat�e t�o e�rr�r o�t ��eomp��y'. Irt ��e ��r�nt o� �r��r ��sp��e #���veer� t�e �ng��eer an� Cor�t�ca���ox� ��re� ��e cleci�ior� �� �he �ng�r�ee� or� a�n� �u�h mr��t�x��, tk�e Engineer m�at� wfth�.� ��e����a�bi� �ime� u�o� writt�r� requeat o� t�� �oi�tract�r, r�nder and �e�i�rer to both the Owr�er �n� �natr�ctor� a wri�ten deci���t� or� th� mat�e� in ca�n�.ro�ter��►. ��-5, � �OA�FD�tM�TY �IT� ��,AN�; The �ini.ahe� pro�e�t in all c���� �h�l� oanfoz� rv��h ��r,ea, g��d��� cra�s--eec��a�s{ �i�aisY�, ar�d �imer���cne �ha+wr� ort t�e p�an� o� �n�r o�he�r reguire�en�a a��erwi�e deacril�ed �r� t�� ��nt��,ct �o�a�en��. An�► �eu�,���.o� frotn tk�e app�rorr�d �ot�tra�t Do�um�rtt� r�q�sir�� b� th� E�galn�eer c�u�fr�g con�truct�an wt•�� i� �11 ca�e� b� ��ter�ined b� �#�e Er,c��a�er a�d a���iorizad by tl�e Owr,er by Cha�ge ���er, ��-S f,� � C5-5.3 �O�R���A���N �F C���RA�� �O�UME�TS: The �ontract �OC�me�t� ��@ m�d� �p Of �ever3� �B��ZO�S, Whi�h, tak�� .�oget��rr a�e i� t�nd�� �o desc�i�� an� p�o��de �o� � com��e�� and �seful p�a�ect, a�� �ny req�irem��t� a�p�azirig �� on� of .. ��he se�tioa�, is_ aa bin�inq . ae�_,thougk� �i� o�c�xrr�d ix� a2� ee�ctiar�s, �,n c�se o� t�i��repanc�.e�, f ic�ur�d �im�r�s3.an shaX� �ov�rn aver �ca��e� dimenston�, p],�r�� sk,a11 c�ov�rn arr�.� speci�i��tior��� �pe�#.�1 cor�ditfans ��a1�, gnvern ov�r gen�r�� �andi�ior�s �r�d st�,nd��$ s��ci�ic�tfans� a�nd qu�r�tit��� �hawn on th� plar�a sha�� gavarn �v��c th��� sha�rr� ir� �he pra�asal. Ttte �ontra�ta� �ha11 not ts,lc� �dv�ntage of �r��► a,ppar�nt �.�ro� or omiss�ar� �n t�t� �ontra�t Do�+�m�nt�F �r�d tY�e Owner ahztll be p�rmi���d to ra�3�e such �orre�t�an� or �nterp�et�t�vna �� rn��r be ��ern�d �e�e�s��y �or �he f�1£i����n� t�� the inten� of the �antra�t l�o�urn�r��.� . �n the ever�t t�e �or�tra�tor di�co�r�r� an e�p��en� e�cr�� o� dis���p�,���� ri� sha1� i�a�aedfate�y �a�� thi,s �or�dit�a�t ta �he a�t�n�ion of �h� Engi€���r. �r� ��e evet�� oi a con�li�� i.�x ��e d��w�ngs, �peci�i�atior�s, or at�rer gortian� of #.rie �vnt�e��� Do�urn���� w��.ct� �rere r�at reported prior t� th� �w��d n� �ant�cact, t�� ��r�tr�ct�� e��ll b� �e�m�d to have quat�� �h� r��st ex��ns��r� ������.tior� o� ��ie c�t��l���. C5-5 , +� �OQpF.R�iT�ON �F ��NfiRA�'I`�R; Tk�e �ontra�tor wi],1 �e �furr��sh�d with ��t`ee s�t� of tl�� �on����t Uo�u�aents ar�d s�a�.l k�av� avai�,able oa trie site of th� prn��ct �� aY� t�.�n�s or�� set o� �ucl� �ontr�ct 17ocuments. � �Y�e �v��ra�c� ��ail give tr� �he wo�k t�e �onstant atter,tion t�e��ssary to faci�itate the p�ogres� �.hereaf �nd ��t���. ��ap�r��e with th� Enc�in��r, hia in�pector, �nd oth�r �on��r��tor� in �ve�y possibke w��� The �otttracto�' �ha�l a� a].1 tim�s hav� competent �ersonr��� a�v�i�ab].e to �he pr� j��t s�,t� �a�c p�o�er pe�r�orrnat�ce �f th� w��c�C. �k�� Cor�tractor ehal� pro�r3,de a�wd ma�.i�tain at all tirn�s -- at ��� site o� the p�oje�� a comp��e�xt, Er�glish-spe�king aupe�intead�n� and ah �ss�$t��t �4�0 ��e f����r �u��orized t� SCt aB the CGt�t�'���D�r' ���g�r�� or� the �wOrk. S+�Ch superirt�.�r,���t� n�td hf� ���ia��nt �h��i be ��pabl� of rea��.r�s� �rtd underatandir�g the �antr�,�t Do�uments �ad sl�a�1 ���eive ���1 �z�],��Z� instr�ctio�s frorn �he Own�r, t�e En�i,n�e�r+ or hf� au�horiz�d r�pr�ser�tatives. �ursuan� �o �h�� re�p�ri�ibi�i��r �f �l�� Cvntr���ar � �h,e �or����cta� �ha�l�. �a��gx�a�e �� �ritin� to th� �r�j�ct �ugerintende�,�, to aet as th� Co���ac�or'� agent o� tY�e �orl�. 5uc�t assis��nt pr���ct ��perintend�r�t sha1Y b� a r�sid�r�� �� ���rrant �a�xtt��, �e��c�►s and �ha�l be su��e�t to ����� �s is �l�e pro�e�t Superint�n8en�, at �r�y t�.m� of �h� da� or nig�t on �n�► da�► o€ tt�e we�l� on +which the ��gin��r de�e�mir�es t�at �i���rnstances rec��ir� th� pr�ser��e o� ti�e pro�ect ��t� �� a regr�senta�i�►� o� �he �ontracto� to CS-5 i�) a�e��at�l� p�ovide f�r t�e ��fetp �r �a�v�ni�nc� �f th� �r�velin� p��iic or the owne�s o� proper�� across ��ich the p���ec� e����d� or the safet� of �r�p�rt� �o�tfguaus �� the gro���t rautin�. T�e �o��zac�o� ah�l�� provf���a�1 ��c�l3ties'to e�able t�� ��gfn�er an� �i� insp�ctc� to e�����e and ���p�ct t�e workma�ship aad materia�s ����r��g �n�o the ��r�. CSR�.� E��R�E��Y �ND�OR RE�TIFTCATI�� ��R�: ��e�t i� ��e op�n�on o� th� Owne� or Engineer, � canditi�� of emex��ncy exists r�1��e� to an� p��t af th� �or�, th� Co�t�act�r, �� th� �o��racto� t�roug� hi� ���ig�ate� r�prese�tat�ve, sha11 resp��d wi�� �ispa�c� t� ��erbaX r����s� �a�e b� �he Ow�er or ��g�ne�r to al��v�a�e t�� �m�rgen�y �o��iti�n. �uc� a r�spo��e ��a11 oc��r dnp or night, w�e�h�r �he proje�t i� sc����1ed an a c�1��dar,�a� �r on a�ar�i�g-�a� ��a��. Sriau1� �he �on�rac�or �ai� ta r�s�on� �o s�eg�es� ��om th� Enqxn��� �o �ea�x�� a�y discr�panci��, c�t���ons, or �o����t�ons necessa�� �o con�arm �ith th� �equir�m�a�s o� the pro��ct �pecfffcatio�� o� p�a�s, the E�g�n�e� ���11 �f�� t�e C��tracto� writ�en �o�i�e t�at suc� work o� �h�nges ar� to �e p���orrne�. �ri� �r���en �a�xae shal� �ir��� a���ntion to th� discr�pant c��d���c� �n� re��as� tri� Cant�act�r to t��� r��edia� act#o� to ��r��ct t�� �ondition. �� �he e���t th� �o��ractor d��s �o� t�ke positive s��p� �v �u1f�11 �hfs w�i��en req�es�, a� do�$ not sho� ju�t �aus� fa� no� t�ki�g �h� proper a��ion, witht� 2� ho�rs, t�� ��ty �a� ta�e su�� rern��ial ��tion wit� C�ty �orces vr �� contr�ct. T�� ���� s��lY the� deduct art arnou�� �qua1 �o �h� e��ir� co�ts fo� suc� rem�di�� a��io�, p��� �5�, ���rn a�� �u�ds due t�e Cont����or �r� �he prc� j�c�. c5-� . � �I��� ����CEx Th� �o�xtra�tor eha11 ��co�ride, �t rio �x�r� �a�np�r, sa�i�r� � an sdequate f i�ld o�f ��e �oar xt�e �f th� Engir����r ��l� spe��fi��1.�y csY�e$ f�r, The f�e�d o�fi�� st�al�. 1�� r�ot �es� thar� �� �y �A �ee� iri flo�r �rea, �ubs�ar,��a�Yy ��z�s�x�u���ed� w�11 h�atedt �i� ��t�ditioaed� 13ghted, �n� w��,��e�-�r�o�, so that t�o�u��rt�� �vill no� be darnaa��d b�r the e��ments. ��-5.7 ��t��TR�]�T�O� �TAlC�S; ��e Ci�t�r, ���o��h £ts Engitxe�r, w�x� �urni$h the �or��.ra��oa� �i�h �11 li�n�� f grad��� ar�� �e�sur�men�s r�ece�s�r�r to the ga��per �ro�e����on ar�� co�t�rol a€ t�i� work �antra��ed €or ur�d�� ti���e �a�trdc� Documeri�.�s, �t�d �ir��s f grade� and measureru�r�t� �ai].1 b� e�stab�tsh�� i�y maar�� of stak�s vac oth�r c�tstomar�► me�ho� af �aark�ng as �ay �� fnur�d car�sa�s�ent w��h a�a�d pr��tic�. . ��-5 { � ) �hese ata�es �� ma�ki�g� s���� be s�� sufficie�tly in a���nce a� �onst���tiafl o��za�ion� �o anox� ���ay. Suc� stak�s �r m��k���� �� �a� ba est�b�iah�� far th� �ontra�t�r'9 use or g�i�a��e �ha�� �e gre��rv�d �� ��e �ontrac��r �nti� he i� att�k,ori�et� b�r tk�e_ Er�giaeer__t�� �.emav�e_ �hem. Wh�ne�re�, �n �h� opi.��or� �� th� E�tgi�eer, ar�y stakes or marlcir�qs hav� been ca��X�ssJ.� o�' w��,i�u�.�,p ���stx�o�►�d,+ d�sturbe�r or r�mov�d by the �ori�ra�t�r o�' ��t� of his ��p�o�r�es, the fu�� �o�� o� �ep�,a�ir�+� s��l� �t�}c�s o� �arks plt�� �5� wtl� be �i�a�ged against C�te �ontractorR a�d th� �ul.�, �mour�t wtY� b� de�ucted from paym�r�t due th� C�ntr���or. 4. ��� r� l3 V 1� V iS 1� i #1 lY � � ti 1��� � Z' �� 1� � 4Y y� I' l..l y L 4/ ll � Y 4� 4� �r��g�c�ars �rr��l �� ��xt�h�riz�d ta ir�sgec�, �11 w�r� done a�� to b� d�rte an� a�l m��ex'�a1a �u�ni�h�d. �uch ir�sg��tion �may ext�nd �o a�11 �r any gar� o� th� �ra�l�, and �he pre�ara�i�n ��r �na�t��a�c�uri�g of �he mate.rials ta be used or �quigm�nt to �� ir�sta�led. A�it�► �rtsp��tor ma� be ���t�or�e� ar� t,�e w��`k �o report, to tri� �ng�n��r a�s �� the prag�ess of the wo�r�C a►nd �he mar�r�er fs� wi�icri it is �einc� �er�o�rrae�. �a �r�poz� ax�� �v�des��� that the ma�e��a�s bein� ��xrr�ish�c3 or th� wor3c beaag per�orm�d b�r �i�e �on��ac�or fails ta fulf���. th� reguiraraents t�� �he Coz�tx�a��� Docum�r�t�, and �o c�].1 t,h� a��ex���.�n �f ��te �o�ntract�r to ar�y su��3 £�ilu�� or �ther iafring�m�nt�. �u�� lI1S����1033 or ].ack of i��pect�lar� w��Y not re�ie�►� tl�� �on�rac�or from ar�� o�l�c��tion to per�orm �k�e w�r1� f n acco��ance w'ith ��e r�quir�ment� of the C�r�t�a�t �3o�u�n���s. �n c�.�e o£ ��ny �f sput� ar�s�ng �etwe�� t%e �ont�a�tar artd �,h� �ity �nspeator as to the m�,�e���,�,s or equipment furr��shed �r �h� m�z�r�e� o� per�o�'ming the work, tl�e �i.t]+ Ynsp��tor �r�.11 have au�.�o�i.��r to �re j��t r�ateria�,� �r eq��.pm�n� t� susger�d �a�k. unti�. �k�e c��xes��,or� �t issue cas� k�e a�����r�d �o arsd be c�ec�c��d �� �k�� �ngir��e�r. T�e C,�t� ��s����o� w�l� notr t��w�v��� �� aut�orized to x'��►ol��, 'alter, �n�arge� �r aee���se �ny r�gtxirernent a� these �ontr�et Documer�t�r nor to �pprove or ��c�p� an�r par��a�n o� �e�t�ori of th� worl�, r�ar �o i�s�� any� �ns��ruct�o�s �ontra�r� �a th� r�qu�r��en�� o� �he �or�tract ��cr�m�nts. 8e w�,ll ,�� �� ca�e ac� es �upe�r,€r�ten�en� �z fareman or perf�rm �x�y othe� du�i�s for t%� �o�t�a�tor# or inter��re with the �ana���t��tt t�r �p��ation o� �he wo�ek. ge v��ll not ac�egt �ror� tlx� C�rn�r�►�tor art� c�mp�nsati�n ir� a�n�r �v�m �or p�rfarm�nq an�► �ut�e� . �'he �ontracto� shal�, � r�g��8 and obey �he dire�ti�r�� ar�� �r�s�rUctfan� a� th� City �n�g�c�or or Er�gine�� when th� ��me are cansist��,� r�ith ��e obligatior�s a� the �ontract D�cumer�ts # p�ovf�ed* howev�r, ste��lld the ��r��rac��r o�ject to �ny or�er� or ,�r�stru��ions of �h� ��ty Ir��spe�to�, the �ontractor m�y wtthi� ei.x ���►� malce w�cft�er� app�a� to �h� Eng�.r��er �or hi,� 8ec�.�ion or� �h� matte�r t�x controt���s}�. �5�� (4} C5-5.9 ��SFECT�4N; The Coatractor �h�31 fur�i�� the �ngi�eer w�th ��e�� re��o�abl� fe�i�itp fo� as�er�a�n�ng �he��er or �o� t�� wor� a� pe��a�med i� in a��ar����� �ith �he requfr�ma��s a� �h� C������� Da�u.�ent�. If the �����ear �� requ��t�r th� �on�rac�o� s���lr s� an� ��me b��ore �ccep�anc� �� the w���, ��mo�e or ua�o�e� eu�h port�on-o£ ��e ��n��h�d wor� as �a� be d�r�cted. A���r exam�nm��o�{ th� �vn�z�c�o� �ha1Y r�sto�� sai� �or�iaas of the wo�k to t�e ��an��r� r�guir�� by th� Co�tract �o�u���t�. Should the ��rk expose� o� ex����ed p�o�� ����p�able, th� u���v���ng or r�m��i�g a�d rep�ac�n� o� ��e co�e���g or maki�g goo� of �h� part� re�ov�� �ha11 be p�id fa� as ��tra work, bu� sha�ld �e �o�k s� �xpase� or e�arntn�d prove to b� un�ccegta��e� th� ���ov��iriq o� ���oaing ��d th� rep�acin� �� al� ad�a�e�t ��f�etiv� �r dam�g�� garts s�a11 be �t the Ca�t����a�'� �xp�ns�. No work �ha11 �e do�e or mat�ria�s vs�d wit�ou� �u��able s�g�rvision or.insgec�io�. _ , ��-5.10 i����VAL �F DEFECTIV� ANU UNAUTHOR��ED WO�t�[: Al� �aork, mater�als� a� equi���r�� t�h#�h ��� be�n �re�e�ted shal� b� r��edfed or remav�� and ��pl.a�c�d ia an �c��ptabl� m�r�r��x� h�► the �ont�c���.or a� h�s o� e�p�r�ae. �ork do�t� h�y�nd �h� ii��� �z�c� gxades gi.ve� o� as �h�►�n o�n �1�� ��a�n�, except a� h�ref� speciff�al�y pravid��, or �n�► Extra �orl� �o�� wftho�� wri��en a�ttho�eity, w�.11 be co�s�de�eed �� ur����hora.�ed ar�d don� at th� �xp�ns� o� the Cor�tractnr ��nd �v�17. �n�� be ps�d for by th� O�vn�r. i��rk �o �one m�y be order�d rez�oved a� the �or�t�ra�tar's �x��r��e. []pa� t�ie ��atZx��c� on �t�e pa��� o� t1�e Cvr�tra�tar ta �omply �a��h anp oae�e� of the �r�g����� rn�de ur�d�� t�e pra�r��ion� o� t�is paragr�►pt�, �he �r�g�.ne�z �r�13 ha�re �he autt�orit� to c�u�� d��e���ve vroa�l� �o �� ��m��i�d o�e ���,�v�d an�3 �'�p���e� �nd unat��horixed worl� to �e �em�ve�, �n� the cost th�rea� rrta�' be dedu�te� f.��m ar�� mon�y due or �o b�com� �u� ta the Cor�t�ra���r. Fai�.ur� to requfr� the r�mava]. of �r��r de��c�f�'e �r �n�u��o�ize� �ark sha�l �at c�nstitute �xcceptance af suck� wo�ck�. CS-5.1� S��S�'��U�E MATERIAS�S �R EQ��pi�E3�T� If ��e 5pe���i,��t, o�a�� la►�, c�rd�n�nce, �od�e o�r �requYat,for�s �p�rrn,it Cor�tractor to ��rr�iah o� t��� a� ��Fass���►�te �ha� �,s ec��al �o ar��► rn��er�a� �r �qu�pmerit �peci��e�� �r+d if Cor��a�actor t�iehe� to furnish or uee a p�r�pa�e� �u�stitute� he �t�a�,�., pr�ar to �he p,recor��tructio❑ con�er�n�e, malre �rri�ten apg��aat��n �� �I�GI�3EEit for approt�sl o� suc� �u�st�t�te �er���y,�ns� �n writir�c� �h�� �he pae�posed �t�bstftute wi��, pe�fvrm a�eg��►tely the fur�c�ior�a cal�e�i for ��+ tk�� q�ne�al desigr�, �� s��i�ar ar�d �f er���1 �ubs�ance tv th�t �pec�fted �n� be sui�.ed to �l�� aam� u�e �r,d capa6�� �f p��r�o�rming �he �arne ft�nctian as �ha� ���ci��,e�; arid i��nt���x�.ng �1� v�s�ation� �f the �ro�oeed �5�5 E�� s��stit��� �r�m that sp��if��d and ��d�c��i�g a�ailab�� ma�ntenance ��r���e. �o subst��u�e sha1� �e ord�red or �i�s�a���� �itMo�t �h� wri�te� �p�ro�al n� Engi��er �h� wi�l �e th� �u�ge o� the egua�i�� a�� rna� �e�qu�re �a����ctor ta �- �urni�� such o�h�r da�a� �bc�t��� t�� progos�� su�bstftn�e �s h� �a�si.��rs per��t��nt, �io su�$�f t��� sk��l7. be order�d or in�talled �vitk►ox�� ��t�h p�r��r�an�� guarantee and l�o�ds �� Q�z��r m�� �re�uiz� w'h�.clt �hall b� ftsrni���� a� Cor�tr�,c�or' � exp�n�e. ��r�tra�tar ��all ir��eru�i�� �nd �o].d harml��a Dw�e� and �r�g�r��ez and an�rone �irectly o�r �ndir�ctly �r��la��d k��► e�ther a� th�n� f�cot� ar�d agair�st the ��r�i�s� �arna�q��, �o�ses �s�c� exp�nses (i.r�clt�d�nq att�rn�ys �e��� �tac�sing out o� th� use o� su��t�.t��ed ma�er�al� or eq�ti�m�r,�.. �5-�. �.� �A���,�:� A�1D TE��'S �R i4#.�TE�t�ALa: Wh�re, in �t�e opin�.an of �h� E[ICjlri��� t or as �al]��qr in tt�� �ontrac� Do��m�r�t� # t���� of materials or �qu��rn�nt �r� necessa�y, su�k� �ests ur�l� b� �ad� a� �h� ��r�ense o� and pa�d for direct to �.�xe �estin� �g�r��� 1�� t�� �wa�r �r����� ot�k�a�c�ri�e ����i��,�ax��► pra��d�c�. The failure of �h� Owner�to make any t�s�s o� ma�erta�s �hax� b� i� r�o vr�y ����,�v� the �on�ra�tor �f h�s ��spons�bilft�r �f f1�i1315�3�R{j materiala and ec�ufpment f�l�� can�orm,�.r�g ��.� th� �equirem�nts of ��te Co�t�act E7a��t�er�ts. �est� a�c� �arnp�ing o� mat��i�ls, un],e�s at��r►�ise ���e��fied, �t�,�l be ma�� i�t accord�n�e v�ith ��Se 1a�e�t� ra�ti��ds prescribe� �y t�� Am�rican �ocie�y �o� Te�ting �+iat�r�,��s or speci.��.� requ�rernent� of t�,e own�r. T�e Con�����or �hal� p�o�ride �u��x �acf �it��� as �he �r�gir���r ma� x'�quire ��r ���1ec�i.�g' �,t�d �orwa�d��g samp�es ant� �ha11 r�o�, +with,ou�. �pecifi� �r��tter► pesmi�sion o� th� Er�g�r��er, u�e th� m�teaci�ls �cep�ce���ted �y� tri� �a�mp��� ❑nt�l �ests have b�en mad� ar�� �k�e materials appar�,rr�d �oac ���. �1�� Cont�actar wii� �t��'�ish �d�quat� �amp�es r�ri���u,t �h��ege �o the Owrt�r, �n �as� of ��ricr�te, tL�� aggregat��. �e�ign �air,i�aum, �r�d �h� ���i.ng and ��ear��po�r�ing eg�ipment �t�s�7. be ��pr�ne� by th� �nc�xn�er �efore ar�y cor,cr�t� i� plac��, �nd the �a�ttact�or shaii b� res�an�il�le for r�p�.t�c�.r�g ,�a�* con�r��.� +�hf ch do�� ��t m��t the �eg�irem��t� �f �1�e Cont��ct ����rnents. T���� ����1 �� ma�e a� 1e��t 9 d��ra pr�o�r �o �he p�.a��x�g of cor�c�ete, usirig sataples •€�o�a t�ie �atn� aggzega�e, c�meatf an� mort�� whi�h a�e �o �e use� �a��r �r� �.he �or,c�et�, 8hou�� tl�� sa�rce of supply c�ar���. .n�w �es�� sk�a�.k b� mas�e pr��r tc� t�e e�se o� th� nev� ma�e�cisl�. �5--�.1� ����t#�� DF MATERZ�,LS: AIl m�t�r���� w3�ich �re to be used i.n the �on��ruc�io� operati�r� sha�l b� etar�d sa as to insu�ce th� pac�serv$ti.on o� the qu�].ity arid ��,�r���� �� th� wark. �h�� d��e�ted ��' �h� �agineer, they �3��I.� be placed o� woa�er� pla�farra� or o�her h�rd� c�ean d�rab�e s�trf�ce� art� rt�t or� ��� CS--S f 6 ) gr���d, �n� sha�l be pla�ed und�r cov�r w�en �ira���d. ���red mat�rial� sha�1 b� pla�ed aa� ��cated so �s to ���ilxtate p�omp� �ns��c�ion. �5-�.1� EXISTi�� ST�DCTUR�� A�D �TI�ITIES; T�� locs�fo� and di���sians sh�w� �n trie Pla�s r��at�v� �o ��istin� u�i�x�i�s are b�s�� a� th� b�s� ���o��a��on ��a�ia�le. �mis�x�� �ro�., or �h� �.anc�usion o� uti�ity ].�ca�iens ��, the Pians i� r,�t �.o b� cor�s�de�e�l as ��e r,�r�existea��e �f � o� �, ����r�it� loc��i�r� of f exis�ir�g unde�gr�und x�t��.�t��s. The loca��.c�r� of ma�n� c�as rnaf rts, w,fs��x m���►�, �ot�duits, �e�r�r �ines �,�� �ervi�e lines ��� all ut�l,ft�es, e��„ i� �ri]�txowr� ta �he �wr�er� mnd t�� ��vr��� �ssurne� r�o respo�sik�i�i��► f�r #ai�,u�e �o show any �� al� ��a�h �tzuctur�s ar�� �ti�ities nr� the ��.�n� o�r �o show ��e�n in tl�ei� exact �ocatiotx. I� �s �u�u�li� agre�d that �uch fa��u�'� +�ilZ nat b� cor�si��x�d �t�ffi�i�n� ba��� f�r ��,airn� �or additional ��r�p�r��a�io�t �or Extrs i�or� or �or ir�creasi�t� �,l�� paY quartt�.t�i�� i.t� a�t�r mar��e� �rhatso�v��, �nYes� a� o�at�uctiar� e��ountered �a s�t�h �s t� r�e�ess�t��e c�an��s in ��� l�n�s ar�d gr�d�s� o� co�si�era4��e �ag�#�ud� �� reqt�ire� the bu�l��ng o� �pe�ial worl�s, pro���iort �a� whi�h �,s t�o� made i.� �he �oatract �ocumenta� �n vrk���h case �h� pr��ri�ion 3n the�e Cont�ac� Ro�uments �or �xtra W�rk ��,a13 app��. �t ��z►1�. b� th� Cor�tracto�� r�sgon�i�i1���► t� v�xi��r 3o�ation� of a�j�c�n� and�o� ��n�lic�.ir�g uti3.it�,�s �uffici�r�tl� ir� a��ranc� of cor�struction in o�c�e� �hat h� �ay negat�ate �uch loca�l a�ij�s�mer��� �� r�e��$s��r� #,r� ��e c�r�s���x���.o�x ��roc�s� tv prov��� �deq�ate c],e�ranc��. '��i� Con�ractar �hal� ta�ke a�.], r���esa�r�r �r��autioa� f n ar�er to pratect a�� �xis�ir�t� u�i�i�.i�s, s�ru�tu��s �nd ���vice lit�es. ��rificati�n of e�ista.ag u��li���e, �trutct�re� �n� ser�r�,�� �ir��� shali �n��ude no��f ic��i.or� cf a11 ut�l��y compar���s at le��t forty e�ght {4�) ho�r� i�t 88var��e o� �o�x���ru�tior� ia��ud�ng expl,oretox�y �xc�vatior� �f rtec�s,�a��r. All rrer��'i�at�or� of �xist�r�g uti3�t,�e� artd ��e�,r a��u���en.t sha�7, �� car�s�d�red as �st�b��dia�y worl�. �*�-5. ].5 ��1"���iiiP�'�0�] OF SERV���� a, I�orma� Pros��u�ior, : Ir� t�he �orm�,l pro���tui�n of wr�ac�C �r4�er� the ��te��rupt��n of �ervi�e �� r��ce�sary. the �or��ra�toz, at laast �� h�urs #.n advan��t s�xal�. be requ�r�� ta: ].. �o�if�' ��,� ��►�e� Dep�rtm�r�t' e biat�i�ntiar� D��r�aiar� e� to l�o�atior�t �ime, �n� �cheduY� of �er+vice interruption. C5-� �7) �. No�ify �a�� custom�r p�rson�l�y t�rou�� sespo�sible personne� a� �� ti�� a�� scri�dule o� the ��t�r�up��o� af �heir s�rvfce, �r �. Ir� t�e� e�r�nt� th�►t per��t��J, r�ot�f'ication of � �ustomer �a�nno� b� �aad�, �, p�epa�eed t�ag ��rm sha�7,], be at��c��d to t�� ��stom�r'� �nt�anc� door kr�a�. �h� tag �ha�.� �e dura��� �,� ��mposition, an� �n large bold type �i��l� ���►: �N�'�' ICE" Du� �o U���.it� �m��ove��r�� ir� your n�ic�hborhaod, ��ur {water) {sewer� servi�e wf�l be int��- r�pt�d on � � �etween t�� hotxrs af and ,�� Thia in�anver��enc� will �e as shor� �s g�+�sibl�. Ti�ank �ou, ��r�tractar � �ddre�� ` ��or�e �O. Emerg�r�c�: ��, the ett�r�t tk��t ar� uafo��s�en �e�vice int�rrugtinn accura, n��i.ce 9k���1 b� as above��ut i.mr�edi ate . �5��.16 l4L��"T��if., RE�P��i�����,�TY OF �Q�TFli1�T���: I�. ��!]�(�n[��1 ��t� oac ��g�'��� on t#�e pa�r� �� �he c�ntractoz, �r�y othe�c ��r�trac�o�c or mn� sub-a�ntra�c�o�r �h��i �rxffer loss or dama�� or� the v�ork� tt�e Cor��ractn� agree� �o ���tle �rith s�uch ather �ontrac�o� or �ub-�nntr���or b� ��r��m�nt or ��bit�ation�. Y� sn�h ath�r �o�xtr�c�a�c or �ub�-�on�r��tor sha�� �s���c� �ny ��airn aga,t�,�� �Y�e �wr�er ar� acco►�r�t af any dam�ge a�.��c�e� to have b��n ��tst���e�, �he Owr�er wil� notif� �he Contractor� vtho shall inde�nif�r �n� asve �arm�.e�e t�,e �wner �gainst ��x�► s�clt tlaim. - ���5.17 �i�E��]-��a �lean-up af surp�u� ar�df�� �rast� rnaterials a�c�t�tul��ed on t�te �ob �3.�e du���.�c� t3�e p�nsec�tion of ti�e wot'�C under �hese Con��a�� Docum�nt$ sk�a�.�. b� �ccompYi�h�d �n ke�pfr�g ���h � dail�► �out�ne e��a�li�ek�e� to t3�� �h� �at�s�a�t�on o� �t�e �r�g�r��e�, Tw�nty��f�u�r� ����s ����r �vritter� n�tice i� given to t4�e �on�r��tor t��� �he ��.�ar��-np or� th� aob si�e is pracee�in� ir� � m����r uns�tisf�ctary t� �h� Er�gir,eer, it the �antr�etor fails ta correct th� �5-5 ( 8 � � �r�sa�is��ctaary p�oce�u�e, �he ��i�y may �a�e �sr�ch dire�� a�t�.on a� th� �t�gineer ���ms app�opri,ate to corre�� th� c��an-up d�fi�ien�ies c�te� �o �h� Cantractor �r� th� vtrit�en n�t��ef �nd ti�e c�st� o� ��xc#� direc� �ctiar�, plua ��� of ��a���, cos�s, �l�a��. be ���u�t�d ��om monfes �u� o� to b���m� �ne to the contr��t�r. - U�or� the �omp�et�or� of the pro�ect �s � wi�ol� as �over�� ��r �he�� �o�x�ra�i. Docume�a�s, ��d be�ore final acc�gtan�e arsd ffr,al pa�m�nt vri1� �e ma3�, t�,e Cor��ra�t�r eha�l �l�an and re���r� fr�r� �he site �f th� �roje�� aYl �uFg��s� t�nd �is��rded �a�er��►�.s, temg�ra�� str�ctures, at��i d�bri� �f ev�r� kind. �� �h���, leave the ���.e of ��1 wo�k in a neat anc� order�� cor�ditioa equ�J. �o t�ta� which origiMal�� exist��. Surplus and �aa�te m�t��ial� �emav�d frorn ��� g�t� af �he wor3c shal� k�� rii��osed af �� �ocations �at�gf��tory to the �r�gin�er. �k�e Contract�r shall �ho�o�gt�Y� aleart aI� eguip�ent �n� rnateria�s a.r„��aJ.�.�� b�r him an� s�a�l ��],iver �v�� su�h mat���,als �nd e�qu�prn��t in a��r�g�t, ��eant �o��.�hed and �er� ap�ea�ring �or�dit�on . No �xtra �or�pes�satian �i�l be made to th� �ontractor �or any �],e�r�-�g required oa �he ��o�e��, C5�5.�8 F�t3A�. ��iS�ECTI�N: �i�enever the w�.rl� grov�ded for �t� and car���mp�ate� unde�c the ��n�ra�c� Docurnents h�s be�� s��is�a��oaeil� �ompl���c� ar►d ��,nal cl��nug g�rformed� �h� �ngfr���r will noti�y' th� pxoper o��a�c�als of �h� Dwner an� reyue�t� �ha� the Fina�. a��sp����on i�� rn�de. �uch insp�et�or� wi,ll be mac�e w�th�in lU d��s ���er �u�h r�ot�i`��ation. A�ter �uch fir�al inspec�fon, if �k�� wark ar�d ma�e�ri.��� a�nc� ��ui�rner�� �,re �ound sati���,c�orp, the �ont�actor wi�]. 1be not�i��,�d in writfn� of the s�c�pt�nc� of t�� �ame after tf�� ��op�r r�s��utior� h�s ��er� p2�ss�� b� th� �ity �ounci].. No �i.rn� �harge wiYl be rnade agt�irist �he ��ntractor I�etwe�n s�id da�e of rt����i���ion af th� Eng,�neer and t�,e �ate �� �ir�a� ir�sge����r� of th� wvrk. CS-5 (9) PA1�T C � G��iER�IL �ONDITIDNS ���� �.E�AL R�LA�'IO�TS AND �U��,�� �ESPOt�SIB�I,r�'Y SE�T��IQ CG-6 I,�GAL R�L]4'�i'IOP�S �iI4U �UB���.' 1�,.F�6�C}���$�LITY �6-��.� i�A4�5 �Q BE �BS��V�D: �h� Co�tra,�tor shall �� al� tim�s obs�r�r�� attd comply wit� �].l i�edera� �►r�� �ta�e La�rs �rx� �ity o�dir�an�es ar�c� r�gulati�ns �htcl� ir� �ny �ray affe�� t�,e �on��ct of �he work ar hfs opera��ori�, ar�d sha11 obse�+te �z��i campl�r vrit�t aYl orde�s, �,a�ws� ord�r�ar���� r�nd rec�ulat�on� �v}�fa#� ex�st or whi�h may b� ena���� lat�r �� ��dies h��►ir�g �uriedic�fon o� at��h��rit� #�r �u�h �x�ac�me�t. 3+�o p��� of mf surid���tanding or tgnorar,�� t3��reof wi�� be �or�sidar��. �k�� ��n��a�tor a,r�d ht� s�sre���� sha�l �,�des��f� �t�� sav� h�r�les� �he �it�► and a11 0� it� �€�icers, a�ent�s,- �ri� �mploy��� again�� ar��r �r�d �lI �Y�fm� o� J.i�b3.l�t,� �ri��ng �r�m �r �as�d or� t�x� viol��ie�n o# �r�y �uch law, or�it�ar���, reg��ati�r�, or order, �+hether i-t b� b} �fmsel� or�h�� em�ioy�es. C�-6. � F����T� AN� I�I���7��8: Th� �or�tr���o� s��1� p�o�ure a��. germ,�t� �Md ��c��ses� pay aI� cl�a�g��, c���a az�d �e�s, and c�ive �1� r�at�,ces ne�e�s�r� �r,d incid��� to #.�� d�� anfl l�wfu7. pras��u���n s�� �he wor�k, . �6-�.3 FATE�IT�D �EVI�ES �fAT�RIAL3 A]dD PRDC�S�E�� �f th� ��r���r�ctor �s �cec����ec� or e� �e� to ��� a�n� de$ign, �evic�� n�at�ria�, or pro�ess �vve��d �y �ett��c, ��tent, a� cop�ric��t� he sh�ll prov#.de �ar ��ch t�se b� euit,ab�e �ega� agre�mer�t �ri�,h �he p��er�tee o� o�tr�er of �u�h gatent, ],�tter, o�r �ogpright�d de,��gr�. � Ft �s mcttual�� �gree� an� ur�c3�rstaod ��a� v�ithout �xceptf�on t3�e cor�tra�t ���c�� s�all ir�c�.ude r�ll ro�►altf�� o� �o�� arising �r�m pat�n�s,.itrad�-markst and ��py ��c�hts �n any wa�► in�rolrred f� the work. �he �ontr���o� aad k��a ��are�i�s sha11 �r���mr�i��r and ��v� t�arm�e�s �ne Dw�xer fra�r an� a�xd ��1 claim� for #.��ringement ��r ����an o� th� �se of �n� eu�Y� p���€��ed ���3.y�x� deviae f mat�ri�l o� proc��e � or �ny �rad�-m��� ar c�py acig�,t iM �onrt�ction tait� �t�� w�r� �gr��d to �e per�arrne� uncie� �h��e ��r,�raat �ocume�nt�, an� s�a�� fr�d�car�#��� �h� ��rr�e� for art�r ��stt exp�r�se, �r �ama�e mhic� i�. �ay �e o�i�ig�d to p�� by �easot� of �uch ir��rir�gement �� a��ey time durir�� the pros����i�� �f t�,e work or a��e� �ornple��.nr� c�� the �rc�rlk� pravide�, hovre�*er, �ha� �h� O�r�n�ac w�,�l assu�n� �he ��sponsfb,i�.ft� to �e�e�d an�► and a1� eu#t� brough� f�r the ir��r#��ger�en� oi ar�� ��tent �].ai��c� �a #� �.��'rin�e� u�v� b� t�e ��siga, t�rp� �f �ons��cuct��n o� materfal t�r eq�ipment �pecified �ri the �orttr�,ct �o�a�ae��n #urriiehed t�e Cor��r��tor by the Owr��ar, �nd ta hold ��e �or�t�acto�r har�al�$s cr� �ccoun� o� su�h suit,a, C6�6 (1) C��6.4 �A�I�AR� ��OVIS�D�S: The Co�tr�c�o� sh�l� �stablish -and enforc� ���ng �is �mpl��ees su�h r�g�Ya�i��� in ��qar� t� clean�#.���� ar�d disgo�al. of c�a�e��t�e ��d �,r�st� a� wi�� t�n8 �� ... �re,,r���� the ir�cegtior� ettd� �prea� a�� infect�aus Q�r �ontag�ou� d�se��es and to eff�eti�r�ly px'�ven� t�e �r�a�3or� of � nu�.�ance a�aut th� �r�rlc or, �ng prop�acty e����� pu���c or prirrat�, �r�d �uch r��ulat3,or�s as a�e reg�ired by �,�w �hal� be put into ��um�d��te for�e and ���ect b� �he �or,�rac�or. The ane�essary �an�tar�r �an�renien��s �o�e ue� af ��borer� on �3�e �r�r7�t �roger�y se��u�ied from �u�].i� o��erv�tia�� �ha�� b� cor��tr�tct�� ��d rnaintatr��d by t1�� �ontractor an� ti�e�r u�e sha},�, l�e �t�'i,c�Iy en�or��d by th� �ontra�to�. A�� s�clx faci�.tt�es s�sl]. b� k�pt fn a clear� aad sanitar+� �andf�ior�, ��ee frara obje�t�onafal,� odozs sv as �o� to cause � r�uisanc�, All san���ry ��t�s ar�d rec�u�ati�ne �f �he �t��e af Texas �nd �3�e ��ty �ha1� i�e stric�ly compli�d wit�. Cf:-6.5 PU�L�C �7�F�T� ##�D CON�TE�]iE�]CE: l�i�te�ia�a or eqttfpme�t s�o�ed ab�ut ��e w��ek s1�s].�. be so placed �r�c7 �sed� and �l�� wo�rlc �ha��, at a��. time� �� so ���du��ed, a�� to ��►us� r�a g���t�r obstru�tfan or �naonv�nien�e to the ����.i� than i� �or��ider�d ta be a�solut��y ne��s��ry by th� �ngin�er. ��� Con�r�ct�rx' f s requir�d t� maintaia at �il tirnes ���, phase� �� . his wor3� in su�1� a�nanne� as r�at ta tmpa��' the ea�e�y or � car��re��er,c� of �l�e publxc, in�Yudinq, bu�. r��� iia����d �o, saf� and c�nver����t fr�g�c��� �nd eg�r��� �o p�ope��� contigu�u� to -- �i�e �rork a��a. 'The �ontr�c��� �ha�,�, ��k� a��qu�t� provis�ons tr� r�nde� reaao�able ir�g�ess ant� egress for n�r�►a7. v�h�.�u�ar traffi.c� excep� dur3.r�g actuaY trenchi.�g �r �ipe �n���lia�i.on ope��'tioas+ a� a1�. d�e��e�t�y �ross��c��. �uc�, �rovi��ions m�y .ir���.u�e �ridgiag, p�.a�emet�� o� �aeu�hed �tone o� c���v�x o� su�h ����r r�ea�g o� p�o�ri�ing p�op�� ingrea� at�d egr�sa for �h� g�c�p��r��► ��rve� by the d�eiv��vay as the Eng��n�ear may app�rove as � a�pr�pr��te. Buci� �t�er �n��a� ���► ir�c�ude t�� d�v�rs�o�n o� dri�r�wray t�c�f�io, �witi� �g�c��ic e�p��rral by t�e E�c�ir����. �� div��cs ion of tr�f f ic i� �pp�o�re� �y th� Engir��er �� ar�� location� the Con�ractor gha�� �,ake ��rrar�geaaer�t� sa�fs�actor� ta th� Engineea� at any �oc�tion, the �on���ctor e�a�� ��ke a�c�a�ge�n�r��s smtisfa���z�y �o the En��r�eer �o� �h� �3�ve�c��o� o� tra���c, �n�d �h�],1, �t h3,s owr� �xp�nse, �rovi�e e�.� materia7,s a,nd p�r��rrn a�l �tork t�ec�saa�� �a� �he constr��tion �nd �afs����ance o� ro��wa�r� ar�d b�i�ge� �ar such �iv�r�iot� of traffic. �i�ewalk� mu�t r�ot be o��tr�xcted e�rce�t b�r �p���al pe�mis�ioa o� the �r�gin�e�. �he ma��rf�1,a ex�a�vat�� sr�d tk�e can�tructior� ma��ri�7,s su�h �s pip� use8 i� �he con��ru�tion of tM� �ro�k �hal� be plac�d �o �s not te �ndanq��c tk�e worlt o�c pre�ren� fre� �cc�s� �o ��l fi�e h�r�rants, ��,�� ��a�m �oxe�, po�.ice �a�� ho�cest r�a�er �ra�ve�� C�-6 (�1 �i�. ,. � gas va1�r�8, s�r �anhoXes ir� �h� v��in3t�. The Owr,�r res��v�s th� riqh� ta rem��� aay ne�].�ct an the ��rt o� tk�� ��ntra��or �s regards �o pub�ic cor�v�r�ier,re anc� sa��t� whi�lY may c�m� t�o i�s a���nt�oz�, a���� t��nt�-��our h�ura n��.ice ir� wrai�.�ng to the �ontra�tor, ��►�re ir, �r�ses of e.n�rgenc�► �hen it aha11 �iave t�he ri�ht to rem�d�r �e�n�►,.neg��at_w��hou�� r��tic��r ��n�� �r� ef�tr�x �a��, �he �os� o� su�h war�c �on� o�c ma,te��t�l.s furr��sha� b�r t�e O�r�er or hy �k�� ��,�� �hr�l�. �e �edu�ted fro� �oni�� due or ta b��ama �ue ta the �o�n���ctor. �"he Contracto�r, a��.er a�pp��val vf the Engiaee�* sha�l natify th� Fx�e ��partruen� Heat�quarter�� Traffic �agine�r� ar�d k�ol��� De�ar�rnent, wher� s�xy �trest or ��le� �s r�q�ester] tn 6� �losed or ob�tr�cted or az�� �ir� h�►�rar�t i� ta k�� ma�� �r�a�a��ssfb�,e, en�, wh�t� s� �i.s�ct�� by tl�e �ngi�e��, eha�il k,e�� �a�r $tr�et, ���r�ets, or hi.c�hw��►� �r� condit�o�n for unobs�r���ed u�e b� ���ce �p�a��,t�s. The �antra�ter s���I ��o�ra��ly� no��iy t�� F�.r� Dep�rtmer,t �e�dq���te�c� r�l�er� a11 �uch c��atac+�cted �s���e�$ + alle�s k o�c hyd�ca�ts ar� ,�ga�,�� placec� back in s�rviae, - Y�h�re t4�� �oetra��o�e �i� ��qu��e�d �� �on��ru�t �emporary� lcridqe� or m�l�e ati��r a�rar��e�er��� �ar �rossing over ��t�he� �r streams, his ��s�o�sibil�ty* �ar �cci��n�e fr� ��z�r�ec��on vrit� �uch �ras�iag� �3�s��1 in�l,us�� �k�� raadvr�y app�c�a�l�es as w�11 a� �.he �tru�tua�es a� s�t�h crassir�gs. �he C�n�rx��tor �3��11 �t all tixa�� ca�duc� h�s operatia� �ar�r] the use o� �or�strn��ion ma�o�ir��ry �a a� not �o damaga ar �r�st��� �ree� a�� ahru�� ].o�at�� ir� ��.ose �roat�mity �� or on tl�e sft� of trie worl�. ��,��ever �n�r such damage m��► b� dor��, �h� �o�tr�cto�c ���11 �mmedia�el�* �atf�f�► �11 �laim� of prager��r awr�ers, ar�d no pa�rmetxt w�.l� b� ma�� by the �wne� �r� set��ement a� ���t� �laims. Tl�� �ort��cactor sh�ll f�le �ti�l� the �r�g�neex �+written �ta,tem��x� sho�r#��g aIl euch c�a�.ms adj�sted, �6-�� . � �1��V�S����� OF �ON�BA,�TOR �N' �TitEE��. ]4,LL�7�� AN� R�GI�T�O�-G��Ys �'��e the perfarm��x�e of t#�e co�ttr���, �h� Cc��t�acto�c wi�l be p�rrnitted �o u�� and s�c�up� �uc� portion� af t3�e publi� etree�� a�� alYeya, or o��er �u��,�c place� or �ther r3.grita�oi�-�ra� a� pr��ti�ed far ia the �rdi�ar�e�s v� �h� Ci��► t as �howr� ir� t�e �o��r�sc� Docu��rita, or �s� m$y �� �p��i.f ically au�hori�ed i� wr,i�i�g �y tY�e Eng�neer, #� reaaor�a��e amot�n� of �aa1s� tnaterfnl�# �n� e�uipmant �or �or�stru�t�o� purp���� �a� be ��ore� f.� �uch space� ��t n� �a�re t3�ar� �� r��cessar� ta avo�d del�y in �he cos�stru��ior� ope�at�or��. E�r�annted �r�d w���� m�ter��1� �ha1� b� pfled or �t��ke� i.�x an�h a wa� a� a�� to ft��erf�r� �rf�h the use o� spac�a �1�at ma� k�� des�.�n�te� to T�e left £�e� �r�� unobs�r�c��d ar�d s� a� not to incont►entea�� o��u�ar�ts �� ad ja�ent pra���ct�. If �lte �tre�t i� occ�p�,e� ��r �a�i��r�� t�ra�k� M the wro�ek �ha���. }�e C�-G �3� ca��xed a� 3n �uch m����r as �at tn interfe�� �i�h the �p��atxo� o� ��ainst �aad�ng o� un�o�din� o� �arsr e��. �t��r �on �r��ta�s o� �h� Ow��r may, for ��1 purpases �equ���d �� th� �on�rac�, e���r �p�n t�e work �nd gre����� used by t�e �ontr�� �or, ��� sh���.��.-�o��d��.-a���re��o����e �a�iliti�� ��d ��s�staac� �or the co�p���io� o� �d�aining work, ��� ���itiona� g����3s �esir�d �y t�e Ca�tr�etar �or h�� u�� �hail b� provi�e8 by �im �� ��� own ��st and �xp��s�. ��-�.7 RR���AY �Rp������: Wh�� the w�rk encr�a�hes upo� �n� �r ght-of�w�y q� ��� �a�lwa�, t�e Ci�� �i�l s��ure t�e ne��s�ary �a�em��t ��r the w�rk» W'h�re ��e ���l��y ������ ar� t� be crosse�, �h� C��trnctor �hal� ob�e�v� ��1 t�e regul���oas and f�s��uc�io�s n� the ����wa� �o�pany as to th� ma�hod� of pe�f orm��q th� �o�k mnd ta�� ��1 p�ecsuti��s ��� sa��ty �f �roperty �n� ��e pub�i�. N��o�iatio�s wit� �h� raf��a� co�pa�f�� for pe�mits sha1� be done by ��d thx�ugh tri� ��t�. Th� ����z�ct�r �hal� giv� t�� Cit� no�ice �ot le�s than five days p��o� to ��� ��me o� his inte�tions to begi� �atk on t�at par�io� a� t�� pra���� wh��h is re���ed ta �he �a��wa� proper��e�. ��e �ontr��to� wi�l �at �e �ive� ext�� �r additional �oi�pen�at�o� fo� euc� railwa� cro����gs �n�e�s sp����i����y s�t forth ta �he �antra�t D�curnents. �6--� . B SARR�CA�ES ��AFt�]IN�� A,�� WA'�C�MEN: Whe�� th� wor� i� ca�rr��d ort i� a�' adj�cent to any gt�e�t, �lle�►t �� �ub��c pl���, the Cor�trnc�o� �ha11 �t his ar�t� ��p��n�e �utni�h, e��c�, �nd maintain su�h ba�ricas�e�, �ences, ].�gk��� ar�d dant�er si�r�als, sha11 �rov�de such wrat��rn�n, �nd al�al]. take a��. �uch o�her grecaut�ar�ar�► m�asures �ar �he p�r�t���i�� a� pe�sons ar p�coperty ar�c� �f the �rorlc �s a�c� a��eesar�. ��rric���s ar�c� �er�c�s �h��.l �e pai�ted in a co��r �hat �ri3� b� visi��e �t night. F�r�tn eunset �a �unr�se t�� �onts�c�ar �t��1�, �urn�sh and mai�ta�n at lea�t ane �s���,y vi�i��.� b�rnir�g �i�ht at e�c�t ��rr����e. A suf��c€ent numt�ex' of ba��icade� �t��►],� l�� ere�ted and maintain�d to ]��ep ped�at���n� aw�y frora, ar�d v�3�icles �r�om beir�g da�i�rer� on" or i.r�t�x any worl� ur►c��r �aa�truct�on v� being ma�lr��a.ined. Tl�� �ont��c�oa� �hall furr�is� wa��hmer� �r�d 3ceep �hem �t �rieir �espe�t�rte �ss$,g�ments �a sufficier�t num�ers to �r�t�ct tY�e �o�� ��d p�ev��nt a���d��t or dama��. . �►Y� i��zta�latiar�� and prac�dure� sha1� be coriaist�nt �v�t� �he provie�ons set �orth �ri t3�� "�9�0 T�xa�s M�►nu�l on Uni�orrn Traffi,c ��r�tacal ��vi.ces ��� S�ree�� �r�d S�g�w��►�* �sau�d �tnd�r th� �uthorit� o� the "��ate o� Texa� U�zi�orm Act Rec�ui.atiri� Tra�f�c or, H�gh�ap�", co��.fied as A��#��le �7�1d Ve�o�'s �ivi1 Statutesf p��t�ner�t �e�t�ons �e��ng ���t�,o� �os. �7, �9, 3� a�c� 31. C��� � �i � ��e C�n�ra�tor ��1� �ot remov� a�� r�gulat�r� s��n+ ins�ruc�io�al ��gn� �t���t �ame �ig�f ar vt�er s��� whf�h ��s �ee� erect�� �y th� �it�. �f i� �� �a�erm��ed �h�� a �ig� �ust �e �e�oved to pe��it requ�red co�stru�t�o�, the �ontrac�or sh�l� c�n�a�t t�e Tr���po�t�tian �n8 �u�li� �orks de�a�t����, S�g�s a�d M����ng� �iv�gi�ri {g�o�e nu�b�r 878����75), �o ���ove ��� a�gn. �� t�e �a�e of req�l�tor� �i�fls, trie �ontra�ta� m�st ��pl�ce th� perraa���t �ign �it� � t�mpararg s�g� ��atin� the requireme��� o� �he abo�� r��ere�ced ma��a� a�d s�ch �ernper�ry e��� m�st b� i����l�ed p�iar to the remo��l o� t�c perrn����t a��n. �f t�e temp�rary �i�� ia �o� �rtsta��ed carr�ct�� or i� i� �aes �o� �e�� the r����r�d �pe�if�cat�oas, ��� perma���t �ig� �h��l �e Ye�t in place ur�til ��e ��m�ora,r� ��,gr� r�qn�remer��� are �aet, �her� cor�structior� w�rk i� �omg��te� ta �.it� e�te�� �h��. th� ge�rmanent sic�n c�s3 �e re-inst�lle�� t�e Contrac�or sh�ll �g�i� ��nt��t t#xe �igr�� �rtd �arkir�g� �ivt�for� to r�-i�►st�Y� ��e �errnar�e�xt sign an� ��xa�.�. �.eave hia tea�parary ��.gt� ,�r�, ����� �n�i1 �ucl� r���las�al�a►t�on �.� ��rn�leted. Th� �o�t�ra�to�c �r�.�1 be helc� r�sports3.ble �o� a�ll �ama�e ta th� r�or3€ o�r �he pub�,i� due to failu�ee o� bar�ei�a��s, s�gr�s� fer�ces. 1#,��ts� or vratchmer� to prote�� t�xern, �7h��x�ve� �v��er�ce is �oua8 of su�h damac�e tn �.ri.e v�ork �h� ��g3r,eer ma�r ord�r the da�x�aged portian imnn�diatet� ��move� �r�d rap].a�ed by �he C�r►tractor �t the �o���a�tor's o�+n e���.n�e, �h� C�n�r����r' s re�por���ibilit�► �or the mair�tenanc� c� �arr,f cade� � �igns� �en�es ar�d light�s�, �r�� for provid�r�g v��t�hrner� s�t��,�, a�t c�a�e �ntil the proje��. �ha�l hatre b��n �otn�l�t�d �,nd acc��t�d by ��i� �wr�eE . �30 �o���nsat���, ��r�ept as spe�cif�ca���r pr�vided ir� �h��e ��st�r�,c� Dvcumer��s� wi11 be p��� �o t�e ��nt�actar �or t�e �or}t and mater�.��s �rtvo�v�d i� the ��n�trttctir�g. providit�g� an� mai.�atainir,g of �arrica�e�, si,gn�� fenc��, and iiglt�� o� far ea�ar i�s of wat�chmen, f�r tk�e �ubsequ�r�t r�mao�1 ar�ci dispo�a� nf �u�l� b�rricades,, sic�n�, o� �or �ny �the�c �r�cide��a].s ���easa�y f�r �he grvp�r gro�ec�ion� s�►����, a�� �c��ver���nae o� the pub��c du�iang �he �or�tra�� pe��o�, as �t�is work �s c�r���d�red to be aubsi�fa�y t� �h� eeve��l ite�� for w�i�k� unit or �u�p �um p�i��s a�a�e r�que��ed ir, �h� �roposal, C�-6.9 ��� OF B7[���S�V��, ���� ��Y�H'T, ���.s 8hould the �oat�ac�o� el�c� �o use ex�loa� ��, ��c�p �teight,, e��., tn �t�� proaecu��an �� th� �ark� the utm��t aare �ha11 be e�e�re,fe��d �t a1� �imes eo ms n�� �a� er,dar�ger life s�r ��oper��r. The Cor��r��tor ehali r�o�$f� tY�e �ro��r repre��r,t���v� o� a�n� �u�l�� �ervice co�porati.ont ar�y ca�apar��►, ��dinidua�, ��c �t���ty� ar�d the Uwr,ex�� riot ie�a th�r� tw�nty-�o�tr h�ur� in � C��-� � � ) adtranc� o� the us� �f �r�y ar�tivi�� wt�fci� mf�3�� d�arna�� �r �r�d��nger tt��ir or his prop�,���► a���c� cr a�d, jacer�� to tt�� �ox�, h1h��'� t�he u�� o� exp�osi�►es is to �� p�rrnYtted on the proj���t as sp��ifi�d ir� �h� �p�ci��; ��r�tract D��uroer�t�, ar t�� us� �� ex�Zosiv�� i� tequ��tedi the �on��a��or �ha�l submit t�o�i�� ta �he �t�qinee� �n �r�rftir�g tw�nty-f�u� �,o�rs pri.or �o �omme�xci�g an� �ha7.]. ��xrr�,�sh evid�nc� tl�at he has ir���rar�ce ��verage �a p�o���t a�airtst any� da�mag�� �n�fo� in�uries �trising �ut of �u�h x�s� �� �xglosi�res . A1� �l.�ims �� f s i�g �u� o� the us� o� +�xp�.osiv�s s��ll be is�v��tiga��d a�d � �a���ter� ar�po�ct �a�e �y ��e Cor,��cac�or' � i�su�re�� to tk�e ���i,n�er w��.l�i� ��r� {],�} d��►� af�er ar�cet�t af �rrit�.en not��� of ��� ��ai�a �o th� ��nt�s�'kor �rorn ei�he� th� �i�y or �h� clx�i�ant« The Ci�� ���11 p�oceed t� give r�a�i�� �� the �an�ra�tor o� �n�► suct� ���i�. The ��e of e�glosives �nay be sus�ended by tY�e ��ir�ee�€ �� �r��► c�mp��ix�t is �e��i�r�d �,n3 su�t� u�� sha�.�, not �e resumed unt�.l the �aus� of �he corttgY�fr�t h�s b�en addre�se�. wh�never ���].�sa.v�� ��c� stoace�l ar kept, �hey ah��l be s��x�� �n a�af� �nd ��et��� martn�� and aL� s�o�c�g� �J,�ces sha�], be pJ,ai�,�y rnark�d "DAN��R�US E?CPL�SYVI?�" an� �t�a�� �� under th� care of a c�mpe��nt w��ci�man st a�l �ime�. AIY ve�Y�ic�es in which e�glosives are beit�g tr�n�p��ted �ha�l �� p1�ir�Yy utiar]red �s m�nti�r��d a�ove and shallf �nso��►r a� pass���e, nat use h��v}� traf�i� r�utes. �G--�. �{� W�RI� ��T��� �ASEMEN�'�: V�i�ese th� �,ro�k p��s�s ov�r� thrpu�h, or ir��� griv�t� praper�y, t3�e Owr�er �ri�1 grovid� a��h xi�h�-af-wa�y c�r e�s�men�. pa��viYe�e� �s the Ci.ty tnm� deem n���ss�s�r for th� prase�u�i�n o� th� work� Ar�y addi��or�al r igh�s-of-�way or warlt are� �o�tsidere� r�ecee�ary b�r �he Contrac�o� st�a�� b� protri,�e� b� him a� his �wn expenae. �uc� ad�i�for�a� riqhts-����ra�r o�r w�ork ar�a sha�l b� ��qu��e��i fo�c �h� be�s�i.t of th� ��t�. The �it� �ha11 be r�o�if��d �x� writ�ng �a to the r�c�hts �� ��qu#.��d be��re vr�rk h�[�ina ir� ��te af�ect�d er�a. The �oritr��to� �ha�I nat et�ter upor� privt��� �ropert� �or an�► pur���e withnut h�vinq p�r��rfaus�� ab�s�.��d perat�ssfon from - tt�e ow��r o� su�� �r��ert�, '�he �oa�ractor �r�.].� �r�� �e a�low�d tv ��.o�ce equ�.pmen� o� �at�ria� �n �riva�t�� prapert�► ur�Yese �r�c7 u�tt� the �pec�f ie� $��ro�ra� of �he prapert�► own�r haa l�eex� �ecur�d in wr��fng by the �ontractor �r�d ��c�py fuxni��ed to t%e Er�r��r�e��r. i�r,l��� apeci�i��l�y grovi8�d a�her�r�.aef t�xe Cantract�r ���I� �1ea� all r�.gh��-o�-v�a�► �r ea�en��nt� af obst�r��t�o�s w���1� mu�t be r�mc�vec� ta �ak� pos����,� propex prasecut�ar� a� the w�rk �s a part v� th� proj�ct const��ctio� operatian�. '�he �arx���et�r �ha�l be respon�ibl� fo�c the pra�erv���.�r� o� a�d si�a�.� u�� ��-6 {�l � - .r , , . -, - ; -- - � • � avery p��c�u�f on �a �r��rent c�a�a�g� �o aIl tr��s, �hru�b��Yr �1art�s, lawns� ��nce�t �uirrertst �u�cbi.rtg, r�nd a�� other typ�s o� stru�tu�es o�r 3mprov�m�ntst �o ai1 w��e�rF �e�ter� �r,d g�� �.�.r,�s� �o a3� can��i�s� ov���ead po�� X�r��s� or appu�ter,�nces thereof. ir��ltxd�r,g �he cons�.ru��.�4r� o�, temp�ra�r� ��n�es, ar,rl �o a�� ���e� publi� or p�iv�t�;�prop�rt� �1or�g ������en� ta �tte wark. � Th� Cor�tractqr e�+�YY �xotif� t�e p�eop��r ace�r��er�tn��ve� of v�nex� �� ���upar�ts a� ��tbltc or p�iv�te 1a��ls �,�e ir�t�res� in ��s�ds which �igi�t �� �ffe�ted b� �he u�r�rk. S��k� ns�tice sha�� �e rnad� a� l,e�st �8 h�ur� in ad�sn�� �f �he k��g�n�,�r�c� o� �h� wo��s. �at�ce� sha3� be �pp�icab�e to �a�h publ�c �,n� prina�e �x��lfty �ompar���s or �ny corp�r�t#,ar�, com�aas��r, ,����.vidu�l� or a�h��r, ei.t�t�r as o�rners �r occupar,�� F�aho�e 1ar,d a.r �.x�te�est �r� lan� mic�ht affecte� bp ti�e �rork. The c��,tractax �hall 6�e r�sponsi��.e far a1.1 r��mag� �r in�u�cy to pro��rty o� �r�y ��,ara��.�� result�r,g ��rom any a��, o��$sion� a�gL���. o�r mf scand�x��. 3ri the t�anner c�r m�t�od o� executi,�n af the �ork� ar at �ny tir�xe r3�xe to de�e�tfve work{ rna��ria�, or equ�pm�nt. �her� ar,d w��re ar�y� dir��t or i.��ir��t or �r��ur�r is don� �o g��1f� or gritr��e prnpert�* on sccnun� o� at��► ��t, o�issior�, �nec�laetw vr mis�ar�du�t �r� t�e exe�t�ti,or� of th� wark� or �n c�nsequeac� of ,�h� r�or�--exe�ut�on th�re�f on t�� �art of t�x� �or��ra�t�r{ h� ���11 sest�r� or have re��ore�I a� h�� o�rn �os� ar�d �xper,s� s�ch prop�rt� t,o a cor�di�.�on a� least �qua1 to that ��is�,�Ir�g before su�h damag� o� in�ur�r �w�� t�arte, b�r repafr�,�g. �rebutldir��, or ather�rf�� r�pla�i.r�g a�r�� rest�rir�g as m�y �e d�re�t�d b� t�e Owr�er� �x� he �t�a►�,1 ��l�e �ood �auc� �3aa�ag�� o� i�n�ur�r �,rr �► �ar��xeac a�cep�abL� �o �i�� ow�x�r o� ��ie �rop�rt� aa� ti�� ��gi�xe��. A1�. �er,�e� e��vur��ered �r�d �emov�d du��k�g �ar���ructa�on o� th�s proj��t �hal1 be ses�ox�ed �o t�� ortg�r�a� o� a be�ter �har� arigis�a� cor��it�or� up�r� ��m�leti,or� �� �hi.s p�co�e��. 'Whs�t �r�r� ��r,cirtc�� eitt�er w�.z�� ��h or barbed ►�ire i� �a l�e crassed, th� �ontractar �ha].1 s�� cros� ���cec� po�t� or� eithez sic�� o� permar,ar�t �asem�nt be��re the �er�c� i�a �u�. �5hould ��d���oan�1 ��nce �uts �� �ece��ar�r, tl�e �ontr�►ctat sh��.� provi8� ara�as �ra�e� poat� at point �� th� propo�e� c�� in sddi���n ta th� crae� �rac�� po�t� provid�d �t �.lt� p�rma.nent easemex��s Ii�ai.�a� before the f�r,ce i� cut. ��mpora��r �en�t�xg s�a�ll be erec��d in plaae af tt�� remov�d �thenever the wv�'k �� not �� progr��s �r�� �i�e �a va��a��d overaight, an���r at a].1 t�mes t l�ve�t�c� ��or� enterir�g the co����uc��a� area. The� ��n�e rea►o�ra�* te�aporar�r c�o�ure� a�nd �r�plac�xn�nt, ��t���diarp to tk�e v�r,io�x� i�e�s b�d ir� tl�� x ferici�g wrher� the � pre+ren� �ost �o� �ha1� be pro�ec� C�-� �7� proposai. ��e���aref ne �eparnt� pa�m��� sh�l� be �����e� far a�� ��svice as�ociated w��h t��s work� �n ���� �f ��i�u�e �n the par� �� the �o�tractor to restax� �uch p��pe��y t� make good� ���h �amage o� ���u��, th� Owa�� may, upan 4� h�ur wri�t�� �o�ic� ���er ord�n��� �ir��mst�nc�s, and with��� notfc� w��n � nu�g���� or bazard�us con�i�i�� r�s�lts� proc�e� to tepair, r�b�i�d, or otherwi�e res�oxe eu�� g�op�r�� �� ma� b� �et�rmin�d by ��e Own�r to �e ���e�sarY, �r�d the �ost thereb� w�ll be ���u�ted ��c�� �,r►y moai�� du�� ar t� ��come due �o th� Ca�,tra��ar under t#��,s �on�ra�t. C�-��.1� Ii��E�E�1D��iT �O�TitAC�01�: �t is t�nde��ta�c� ari€� �s�reed � ths pa.�ties h��r�to tha� Co�tr�et�r �h�l� ��rform ai1 wo�ek artd se�vi�es �e��un��r a� an �nd�pet��les�� ��r���a�t�r, ar�d n�t as �n of�icer r ag�nt, ��rvar�t or �m�lo�►e� o� th� Owr�er . ��ntract��r �hal� have e�c�u�iv� �on��ro� of �nd ��e �x��,usit�� ric�ist t� control tt�� d�t�t�� �f a�,� �he �ork �.t�d se��rices pe�fo�rn�� �er�unde�, a►�d �31 gersot�� perfo�c�ing �ame, and shal� be solel�► res�at��ibxe �`�� tfne a��� �nd omissi�r�s o� �t� o��ic�rs, ager�t�, s�rv�z�t�. emp],��►ee�, c�ntract�rs, subc�ri�ra�����, l�l��n�ees �nd ir�v�t�es. Tl�e dactxir�� a� �esponde�t �uperior at�all not ��p1�' �s betw��r� �wr�er ar�d Contract�r� f�s aff�cer�, ���nta, empioyessr cantractor�a and sui�cant�ac�ors ��r�ci r�ot�.�r�g he�rei.n �shal.� be �o�atrued a� c��atin� � purtn��sh�� or �o�r�t et�t��cpr�se �e�r�een �wner �nr� Cor��r$�t�r. ���� , I2 COI�'J.'i��C'�'OR' S l��S��NSIE�Y,�'f 7C FOR ��L�3�lCyE ��]Si��35 : Con�ractor �o�v�nan�s ar�d ag�r�es to, ar�ci �oea h��re��r ,inde�n�fY, h��d t�arm���s ar►d d�f�nd �waer, it� off���ra� agent�, �e�v�.n�s, �€�d �rnp�.oyees fxor� an� ag��nst $n�r an ��], cl�i�� o� st��.�� f�r p�co�erty d�ma�g� or �o�� andf�r persona� i.n��t��r ir�cl��ing t�ea�.�, t�a at��r ar�d �Yl p���sons, of �ti��tsaeve� k�,r�d o� ��ara�t��c, v��e�h�r �r�a� ��c asseztec�, ar�s�nq ou� �f or in ca�n��t�c�n with� dfrect��r a� i�di�ee�tlg f t3�e worl� �t�d servf c�s �o be perforrned he��u�dex� b�► �a�ttractar, f�s o��ic�r�. a�en�sf ����o+��e�, �ontractors, sub�or�t��.�t�rs, licen�ees ar ir�v�,��e� f r�he�he�c ar r�ot c��aed, ia �rho�e or in par�, by �11ege� r�egl�i�enae ox� the paat of o�fic�r�, age��a, �e�vant�, em�lo�ees �- cor��-ra���r�� subcontr�cto��, �ic�r��ees ar�d ir�vi���s of ��xe Dwr��r� a�d �a�d ��r�tr���or do�� her�b� c�trenaflt �n� �g�r�� �o assx�rn� �il tiab�Iity ar�d �ces�ansi.bi��t� of O�rner, its o�ficers agen��t ser�rants an� ex�p�o�e�s �ar prop�rty� d�rna�ge or ��s�, �nd�or gersona� ir�jusfe�, �.s���,t�dir�g death, �� ar��r ar,d a�� p�r�on� o# wh���aener ktr,d v� ct�ara�cter �+��e�.her r�a1 0� �s�erte�t �ri��t�g �ut o� or in �or�nec�#,vn �v�'�h, directl� o�r in��rectl�►, the w�,t� aad �er�rtcea �o be gerform�d k�ereur��er ��► ��t��]Ca��[x�C� ��� �f��Ce]Ci�, �I��rxtll ���lo]�ees� �017�t'ac�t�r�, ��bcontra�tar�, l�cer��e�s �nc� ir�vite�s, �rheth�r nr r�o� c�t�aed, C6-6 � B ? i . ,4 4 l � � in whoJ.e v� �❑ pa��, by $ll�ged ne�li.g�r��e o� officer�, �g�t��s, s�r�rran��, empio�e��, �ontrac�ar�, �u��ontrac�ors, �.f�en�e�s qr invi�e�s o� tk�e C�wne�. �on�.�a�tor Yfkew��e ��v�nants �nd agrees ��t �nd dae� he��b�, �r�d�mn��'y �nd 1�a�d k�s�m�eas p�n�� froa� ar�d ac�a��ts� a��� �r�d �3,1 ��juri�at�c�sa or d�rnag�s. to pr�pe�t� of. �h�,Ow�aer. duri�ngr� .�he� performar�ce of ��ny o� �he t�rm� �►r�d conditfon� o� �t��.� Cor�tr��t, wheth�r ar�sin� out o� ar �� �ann�ction �r�.t1� ar resu�,tinq ��a�, ir, �rhole ar in �art� a�� ar�d �1�, ��le��d ��ts ar omis��an� o� o���c�rs, sqe���, ser�ar���� emp�o�►e�s, �on�.ra�tor�, �ubco�tra�tors, �iaen�e�, o�r i���t�es o� the Owaer. Ir� �he ev�r�t a wr3tten c�.��rn �or damr�g�es aga�n�� �h� cot�tract�� �� ft� ���contr��ta�es re�a,ai,�a un�e�tled at �h� tia�e a�1, �ork or, �he ��oject ha� b�er� ��mp�e�ed ta �h� ss�ig�a�t�,or� Of th� L�iree�o� of the b�ater Depa�ttt��r��� as �viden�e� b� � f�aa3 i�spec�i�rir ��r�al p�yme�t ta #.h� �or+�ra��o� shall tt�t �e r�aom�a�x��e� by th� �ire�tor o� �.he �Pa��r ���artrn��t �o� a �eriod of 3� d�y� afte� the d�te o� �ucl� fina� �r�sp�ctiar�� unle�s the �o�atra�tor �h��x ��b�it �t�r��ter� eviden�e ��tie�actary �� the D,�rec�or tri�t �he �i�im k�as been se�tled ar�� a re��a�e h�s b��n obtair��� �r�m the cl�iman� �n�ro�,v�d. �� ��� �la�m ��n��r�e� re.a�afn� t�ns���1e� as o� the ��pira�ior� of ��� �bove �0-day p�r�od{ the �or��x�a�����r ata� be � deemed �� �e en�� ��ed ta a se�►�W�irta� payrne�t �ar w�rk completea7. ,��sch ��mi-��nal g�y�rn�r�t to b� i� a� amaun� e�uel �o �h� �o�al dol�ar �rnour�� �h�r� du� ].ess th� doi�ar rra��.ue o� ��ty written �lairas penc3ir�� ��ain�t ��e �or�tr�ctor ari��aq ou� of th� p�r�o�man�� o# aurh waarlc� ��c� auch �em#-�ina1 p#ym�n� map ��►�n be r�cvmmer�ded b�► �.he Dir�c�or, Tk�e �ir�ctor �h��,� nvt a���o�uner�d �ir,a1 paym�a�t �o a�ox���a���.or a���r�st �hora su�h a c].�i,rn fo� d�s��ges �� outs�.andtng for a �er�od of �ai� mon�hs �o1lo�ir,g t�e date of the ac�e���nce o� tri� w��lr perf�rmsd� u�less �he ��n��ra�tor sub��ts e�ric�e�ce in wr�ting sat�.s�ao�.�r� t� the D3.recto�e t�a�: 1. The c��im Y��� bee� s��t��� a�d a rele��e ha$ b�er� ob�a�r��� �roa� tl�� ��a,im�r�t in�ralved, �r �. Good •��►�,th effar�s have be�M nta�e �o eett�s such au����ading clai�cs, and �u�h goad ��i�h e�for�� h�+ve fa�].�d. If car�di�ion {1� a�ove fe �net a� �r��► t,it�e witk�iri the stx man�h p�riod� �.h� Dir��t�� �ha�I reco��nd t�,a� th� fin�� pa�r�e�nt to th� Con�r�ct�r �e �z�de. �� aon���ivr, ��� �bo�re �.� aaet a�t ar�y� time ��thin the si� month pe��.a�,, �t�e D��ec�or ���► reco��e�� that the ��,rt�1 pe�m�nt �o ��� �o�trac�or be m�de. 1�� the C6-� I�} e�cpfratian n� �he si� n�anth �erfod �he i�ir��tor ma}� r��oramend tht�t ���raX pa�men� �� �ade if ��,1 oth�r �r�rl� ha� ��er� p�r�Eo�em�d ar�� a�.l. v�h�r o�3.i€�atfan� o� the Co�tr�ctox ria�te �e�r� tne� ta th� sat����,et�on of t�� Dir��t�r, Tl�e �ir���a�r �a�r, if h� c�e��n� �.� appropr�ate. ��fus� to ac��pt bids on other Wat�r Departrn�nt �ontract taork �rorn a�on���ator a�ai�ts� w��� � cl�ixn �or d�mag�� ,�� ot���tar�di�g �s a r�s�1� of work pe�fa�med und�r a�i�� ct�r���ac�. �6�-G.1� C�NTRA�TpR',� CI.AZt�i FD�k ��[+S]4GE5: �hou�,� t�h� �oatra�tor c��rn �c�mpe��a�i�n far ar�y' al��ged dama�� 6y' r�as�n �f tt�� a�cts �r orni�sion� a� ��e Awn�s, he sha�l withi.r� �.hre� days a�ter t�xe ��tua� sugt�ining o� such a�l�g�� c��rn�c��, mak� a �,rr���en s�atem�n� t�o th� Engits�e�� �et��ng ou►t in c�e��il the natur� of the all�ged da,�age, nr�d on o� ���a�� #.he ��tk� d$�► of tY�� mot��h s���e��iat� th�� in whic4� ar�y such �amag� �� claim�d ta hav� ���n sustairiedM the �o�t�'a��ax' st�al� �ile ���h th� Er�git���� an itemiae� �����mez►� o� �h� c�et�i.l� �nd arnot�t�t �� su�h a�leged �amage and, �p�r► ��qu��t� sh�11 g#.�e �he �n��t�eer a��ess to a11 �ook� of a�count, se�eip��� vouct��rs, ����a �� �.a�iing f a�nt� o�F��r boo�Cs ar papers cor�tatnir�g any �vidence aa �o t�e �motsnt of st�ch �11�gec� d���ge. Vr�l�e� s��h ��a���nents s�al� be fil.ed as h�reir�a�ove req�ir�d� ��ie �or��ra����' ��laim far �c�mpensati�n eha11 b� vrai�r�rlf �nd �ie sha1� �o� b� er�tf�1�� to p�y�tient on a��au�t o� ��►�h d�z�aqes . 5���� i J.� YIlJc�IJ�1��il.L kf� ���4+4A1 ��13 5„rT �iJ�L��_ IJ1iJJT1��� ri1Lf : Ir� cas� �.t�f� n��es��r� �o chang�, mave. or aY��� �n an�Y mar�r��� th� pr�pert� �� a publ.ic u���it�* a� others, th� said ���pert� shall txot �e �no�ted oa� ��xt�r��red w�th ur�ti�, arders the���p�+n hav� be�s� i.�su�d by t�e �r�gineer. �he right ia res�rved to �1xe ow�tere �f publi� u��1lt.ie�� �� e3��er ��� geographic�S l.imita �f th� Co�trac� ��r t�� p��pos� o� �aki�g sucri c�a�r�c��� o� ��pa�rs to their proper�� t�at u�ay be r,ecessa�� 1�y ��� p�rf�rmanae o� t1�is c�n�r�c�. �� � � . I 5 'PE?dP��AR7[ ����R 14I+�D Df�]si�N C��NEC�'��i�i5 : Y�3ze� ��t3 B ��.t7g sewe�r 1�es have to �e t�ker� up o�r �e�oved, t�t� �on�rt��to� sha�l. �t ��s o�,rn exge�a� er�d �o$�, pra�ri�e �r�d m�ir��ain L�mporar�r au�l��� a�n� ��n�e���.or�s fo� �il privat� or gubYic d�r�ins and �ew��'s. �h� �o�t���tor si�a�i also t�ke c��� �f �1� �ew�ge �nd �rai��ge �'t�ic� w�.�l ba receiv'ed fram these �rair�s ar�d se��rs, �►�d io� t�i� px�r�o�e �e siaal� protr�de ar�d m�i�taitt, at haEs owr� ca�t sr�d e�r�er�ser adequ�a�e punap�.nc� fa�ili�.fes �nd ternporar� outle�s �r cii�r����ons� T1�� Cont�rsctar f�►t k�i� �wM ��at �nd ex�en$e, shaS,�, c�nstruct such ��o�ghs # pipe�, or �t4��x' �t��ct�rea r�ecea�a��r, ��d !�e prega�ed at aY1 times �a di�p�se o� dr�inage and �e�r�ge C��-b (�0 � , � �� _r . ��c�iv�d �rom �h�se t�r�pora�ry connection� �xnt�� ���k� �imes as th� pe�rnane�t ��nn���ior�� �r� bu��t an� are �.r� a�rv���. �'ha exf��inc� aewe�� and conn�ct�ons sl�a��, b� lcep� �.n �ervf�� ar�d a�a�rrtain�d �andar tl�� Ccr�tr�c�� ex��p� w�ten �pe��fied o� �r�er�d to b� a�an�or��� �� the Er��ir�eer. A.�1 wa�e�f ��wac�e, and other �ra��� �Y�a1Y be dispos�d a� �n � a�ti�f�c��ry m�r�r��r �� t�ha� na nt��.s�n�e �s cre�te� �r�� so thmt th� war]� und�r �or��txuction �,ri1� be �de��at�1� pr�tecte�. �f-�.�6 A��A��'�I�'fL�'�` A�D CTdA1�GE8 ��Fft 4�ATER PL�1�Id��$�D $Y' '�'H� �ITY: When ��a Contra�to� desire� �o us� �fty r��t�� �ri c�r�n�etion e�i�h an�r �on��ruc�.ion �o�cD�, h� aha�� t�ak� �vmg��te �nd �atisfactary ar�anc�e��a�s wi�h t1�e F�r� �o�th �i�y i�at�r �epartrnen� �a� ec� do�nq. ��t�► w�te� ft��r���h�d �� the Contr�ctor �hr�l.� b� delivered to �k�e �ontr�ctor frnrn �, �orrri����or, on �n exa��ting �i��► m�i�. All pipiri� requ��e� b�yortd t�� p�int �f del.�v��� �h�Yl be ��n���►11e� by� tl�e �or�tra�tor �t ��� owa exper�s�. . The �ont�ac�or's �e��oneibx�,it�t ir� the �ta� of a�l �xt�t�r�� ��re k,ydrant aa��o�r v��.ves i� d��ai�edl i� ��c�i�n E�-�1.� �T�� Ok' F`�RE H7�I]R�1NT� #�D �T�L�ES �r� tl�es� ��n�r�►1 Cor���a��t �o�um�rita� i�h�n m�ter� ar� u�ed �o measua�e �he wa���� t�e ek��rs���, i� s�y� for wat�r �,r�i], be �� th� regu�.ar �st$��iehed rate�. G�h�n me��ra are r�at �se�� t3�e �i�arg�s, �f an�*, wi11 �e �►s pr��crib�d �a� ��e �it�► Or�ir�ance, or where no ��rd3naric� ��pifes, payrnerit sha�� be made cn e�t�n�a�te� �rw� �s�ta$ �st�b�,is�ed by �i�e �7irect�� a� t4te Fort Wor�h �T�t�r Dep��e trtten�, C5�6 .�'7 O�E O�' A�ECTION OR P�R�'�ON �F THS �ORIC: �lx�nev'��c, i,n th� �p�.na�on �� �he Er�g�.r�e�r, �n�► �ectior� ar p��t�or� c� ��� �ork or ar,�r ��ructt�xe i� ir� �uitable �or�di�ion, 3.t m�y �� gut �r�to us� upo� the �r��.�t�� �rd�� o� ��e E�giz�e��t ar�d ���h u�ag� sha�l �ot �e held �� be �n art�► vr�� ��► �,��ep�att�e �� �s�id vr�rk �ac �truc�ure o� a�ny p�rt �l��r�oi or a� a wai�r�r a� �►rty o� the g�rova.�i�a� a� the�e Con�r�c� Docum�r�t�. 7��.� nec�ssar�r r�pa3r� an� re�ava�� o� ��� �ect�on of ��x� v��rk sa put i�t� u�e, dne to ���ectfv� rna���i��.s o� workrn�nsh�p, �quiprner�t, ar �� ���fc��n� �per��ians on t�he part o� t�e �orttractor, aha�� be perfarmed by �he �oritraatc�r �� k�fs ow�n e�penae. C6-�, �9 ���T�A��DR' � R�SP�N���I�,�TY ��R T�� #�OR1C; i�ntil w�'i�ter� ac�eptar��� ��► the �wn�r �t� pravid�� far in t�e�e �or�t��c� Documer��� # the vrork sh��� k�e �r�der �he ch�rge �nd �are o� tt�� Co��.�r�c�or, an� ?�� �shaZ� ��ke every nece��s��r p�r���ut�on to p�ev��� in j�t�cy or �a�age to �he �r�rk or ar,y ga�t ��-�� �#Y1} there�f by ac�ion o� th� e���e��s �r f�a� a�� �ause what�oe�►�r, win�the� a���sxng ��ro�+ tt�e e�e�cts��.or� or z�onea�e��ti�n �� ti�e wo�k, �he �ar�t��acto�c �ha�� re�ui�d, r�ga�r, re�����r �t�d make good at his owr� e�tpens� a31 itx j����s c�� d.am��� �o any po���o� of the �x�rbc oc�a�sioned b�► a�� �� �he k����in�bo�r� ��►u���. ���5.19 t�4 �A�V�1� OF L��1�,L RIGBTS; �nsp��tio�t b]� th� �r�gir�e�r �r an� ord�r b�' �h� �wner by p��rEt�r�t of money or any payment ��r or accep�anc� of ar�� w�rkw or an� exter���or� �� tirne, ox ��y p�ss�ssi�r� �aken b�► ��e �ity sha�� nat oper�,�e as a waiver o� aay' p�'ovi�ion o� �he �or�trac� Do��rn�z�t�, Any wai��r o� any �reac� o�' �or���r�ct �i�all not be held �o b� a wai�e�r o� any o�her ��r �ubseq�ertt b�eeact�. T�e �wn�r r�s�r�x�s t�� r,�g?�t t�o �o�re�� any �rro� �h�t �nay b� discov���d in a�x� es�ia�a�e th�� ma� hav� b�en paid ar�d te� �djus� t�h� �s�me �o �aee� tk�e r�c�uir�rn��ts of th� �ontra�t ��cuments. �5--� . �� PER�ON#L ��A��LI�"3C ��' I�UH�,�� �FT`I��AL�: ��l �arr�€it�c� ��t tl�e ��OV1610i16 af tl�ese ��n�ract Do��xiner�ts as in ���r��sing aay pawer o� a�uthority grar�ted th�r�und�r, th�re sha�l 3�e r�o liab�lit� upon tY�e �u�hor�zed ���r�sentativ�s of the �wtxe�r, �i��ez pe�s�r�ail�► �r athe��r�se x�s t��� aXe �g�nta and repxe�erttati�re� of t�e �ity. �5-6 .�1 STA�`� SAL�S TA7C: Ot� � c�r�t�ra��. �w�rd�d b�► t�ie Ci�y' o� F��� Wqrth, an �rc�ar��z���,�� which qualifie� �p� �x�m���Q� p�x���ar�t tt�e p�oviaion� of A�ticl� 2�.0�! f 81 �� tl�� Texa� Limf te� S��e� � e�cc�.�se, an� U�e 'iax A��, th� Coat�ac�vx' may� p�rchas�, rez�t �� ],�ase al� �na�e��als� �u�p�.�es a��d �qui�ment �s�d o�c �ar�suroe� in �t�e pe��oa�m�z��� c►f tri�s con�ract �y ����tinr� to► hf� sx�pp�ier �,�t ex�mp�f�n aertific�t� in �ieu of the ta�t, said ex�mpt,�or� �erti��cat� to c�mp�� with �tate �ampt�roYler'� Ru�ir�g *Q07. Ar�y� Buch ��r�u�g�ior� certific��� �,s$�ed b�r the �ont�a�to� �.n lieu o� t,he ta�c �ha�]. be �t�b�e�t to �rtd ��,�►�1 ram�].�► �vit� �he p�o��s�ona o� �tate ca�p�ra�ler' �s it��.ir,g .���, a�nd aa� ot�e� �,���.�.ca�la �t��� �o�g��ro�.l��r ru���c�� �e��aiaing to �he '��xas �.i�it�� Sal�sf Ex��se, �n� U�e T��[ A�t, . br� a contr��t award�� ��► � develo�e�r �or the constr��tion a� a publ�.���*-owne� irap��rr�r�eat ir� ��tree� right�o�-wa� or o�l�er ea���ner�t which h�a bee�x �edic��e� �o the �ub3�c and t�� �ity of Fnr� wor�t,� sn org�ni��t�o� v�htch quaiifies fo� exemg�ic�n p�rs�as�� �v the provi��ons �f Art�l�le 2�.�� iS} �� the �exa� 1i�i�ec� Sales, Excise, an� Oe� �a� �ic�. �h� Cantrac�ar �an proba�Yy b� exem�t�3 ��x �he �am� �pa�n�e�c state� a��v�. ���6 �1�1 ' ¢ .i .� � 'r. k'+ ' ' � r - � ' . �`�_ w` {�� . � -� ' � . � ' � ,. L�.m,�te� �al�� E��i�e ar�d Us$ �ax. ��rrnit� ar�d �n�orro�t�on can ba ab�a�r�ed frar�: �omgt��ll�r �� Pub]�� Accoust�� Sal� Ta�c �ivis��n � ���ito� St�ti�a _ .. . -- A�sstin, T�C � y e 0 L��� ��J / f � ; ._ � t# - - ' , ' � - ' ` . , � � .�. _ . , _ � - • + - . '{ ' ` ' ���• �+ � ���{L7L ������1�1Y� C7�7 P�t��E�UTI�N AN� PROG3tL�S� ���TION C7-7 �R[?SECUT�QY�J #�I� �R�CRE���`��•��. ��. C7-7.1 SU'H�ETT�1��� �he Cor���ractor �h�1� p�r�orra ��th hf� owr� orqan�.x�� or,, �nd wit� ��� ����stance of worlc���x ur��er h�.� irnmed�i�xt� snger#r,ten��n�e, �ork a� � v��.u� �� r�ot ��ss than f�fty f���l pe��eri� af �k�e va�ue �br�ce� fr� the �o�x�r�et. If �he Contra�to� �uk�lets �r�y part �� th� �or� �o be dane un�3��c �Y,��e Car�tract �o�r�m�r,tst he �r��� r,o� under an� cir��xr�st�r��es �� r��i�ved of �he �es�on�i�f�ity an� a��.fga,t�on �a�ttme� under �Y��se �antr�ct Docurn�r�ta, AZ1 tr��sa�t�ort� a� �he Eng,�neer ►viYl �e w�th �he �an�racto�r. ��tbcontra��tor� wi�1 be cor�si�ered on��r ir� �he �aga�ity of en►p�oyee� or �orY��nen of �he Contr�c�or �r�� �h�3,1 be subjec� �o th� a�me r�g��recaet�t� �r� to chara��e� an� ��mpeten��r. Tt�� ��ar�er t���l r�ot ���ogr�ize an�r subca�tr�a�t�r or� the worlc. The Co�x�ra��ar shail �� �11 tfine�, wh�n the worlc i� in op��a�.iox�� #� r�p�es��,��d �i��e�r �n pe�rson �r ��r a super,irttend��t or o�h�r des�gna�e� r�g�c�ser����ives. �7=7. � ASS�G�TM��1� �F CONTftA�T: _Tl�e �or��rac�o� ahrs�I t�ot� ����lgn, �r�r�sfer, ��tb.let, ��nrre�r, or o�herwi�e d�spo�� o�.��he �on�r��� o� ha.s rights, title, or inter��� �r� ar ta �h� �arne or a�a�► par� �k���ren� witha�t �he p�evi��s �on�e�t o� ti�e O+�r���c expr�ssed b� resol���an of �l�e �it�r Cour,ai� and can��r���- �r� by tk�e �;ur���es. � , If the �or��ra�t�r do��, �ritt�out s�c� paeert�.ous �o�aent{ ae���g�, traa��sr, �u�blet, coavey� or �t�e��vi�e di��o�e o� �hs �or��ract �r l�i� righ�, �#�le, ar inter�st t���ei� or ar�y p�r� ther�o�� t� ��� p�r�on o�r p�rsor�sr ���rtner�hi�, c��pa�y, �i�m� o�c �org�ra�ion f�r cl�es b� ba�►3�ruptc�, trolunta�ry or ir�rr�lun��r�, or by assiqnxaer�t u�de�c �i�e ir�solveri��' �.aws of ��a� �t�►�e, at��mpt �o �f sp�s� o� �he cv�tr�at ma�'� a� the ap�i��x of the Own�r b� r�vake� and a�r��lledt uniess th� ��retiee �h�li �u�c�ssfu�lp �o�ag�e�e a��d �ontract, an� in the even� of an�r �uch revo��tian or ann�l����� �n� �u�r�ie� �r�e a� t� be�om� due un�er or by rtir�ue a� �a�.ci �o�ntr��t, aha11 1�� retr�ined by tl�e �wne� a� ].iqu���ter� darn�qes �o� th� reaaon tha� i� w��18 be irnp�actice�b�� and e�ctremel� @i��.tcul� �a ff�r the a��u�Y d�mage�. . �i-7.3 ��t���CL��'��N 4F TgE W�Rl�: P�ior t� beq�.r�ning any �or��tru��ior� �p���a�ior�# the �ar����c�v� s�a�� sub�a�.t to th� �r�g�ne�r in �ive or ma�e copies� if req�es��� �� �h� Er�g�r�ee�, � pxoga�e�s ��hedule pref�ra�bly �n ��art or d,i�gr�m fo�ra, or a br�,�f vutZir��.r,c� ir� �e�ai], �►�d �teg b�► �s��p the manne� of �7-7 f l� � pros��u���g ��� ��rk a�d ord�ring mate��als and e�u�p���t �hi�� h� e�p��t� �o �ol��w fn or8�� ta �omg�et� the �roje�� �n t�� �c�edu�ed tim�. �he�� s���� a�so be ����itte� � tabl� of �s�imat�d amoun�s to b� earned bv the �antr���or d�r��p ea�h mon���.y estia�ate g�riod. .��. - � . . . _ � . . � _ � Th� �on�rac�dr sha11 c�mm�nce the woxl� �o b� pe�fo�e��d unc3�r thfs cont��ct w�it�i,n �h� tirne 11mi� s���e� i.n �ri�se �or��ra�t �ocume�t� �t�d sha�.Y ���du�t �he woxl� �n a c�r��i�uo�s ra�nner ar�d with �t�ff i�i�n� �€�uipm�n�, mat�rta�.�. �nd 1��or �s �� ���essar� to �r�su�� �ts �omp].�tion within th� time limit. Th� s�quence r�qu�ste� af ��� �ans�ru�tio� op�ra�ior�� �hal� be at a].]. �.im�� �s �peci���c� in t�rie Specfai �o�t�ract �o�ur�ent�, ,Any d�v�at�.or� from ��u�s ��quencir�g sh�l� be s�3�rnitt�d �o the �ngz���r �o�r hie a�p�o�'�1,. �c�r���ra��o�e �h�1� r�at �rac�ed �riti� an� d�v�atian unt��, �,� h�� re���v�ed writt�n a�pr�val from �he �nc�inee�r. �+�ch �p��#��.cati�r� ar approv��, by the En€��tt�ex' �ha��, nat reli�v� the C�n��rac�oa� ��cor� �he full r�s�or,�x���ity� �� ik,e c�ar�p�.�te perfox�na���� o� �he �or�trac�. Tk�e ���t��ct tim� ma�► -be �har���d a��y a� ��t f�rth �n S�c��o1� C7-7.S "�xtensi�rt n� '�ir�t� o� Co�ap���for�'� o� �h,�s Ac�z�e�m�at{ ar�d a pzagx�es� �ch�c��,�e �ha�.� not can�t�itut� � ct�ange �r� trie contrac� �i�me . C7-7.4 i,��S�'����bt+15 OF D��RATIDi��: Tl�� �orl�inq opera��.ons sh�,��, at a�l �ime� be c�nduc�ed b�' th� �or�kract�a� sa �� to �reat� a a��ri�.munt a�mau�r�� �� i.r��onv��n#.ar��e �a �he ��b�i.c. A� ar��r txrn� �rh�r�, ��n the �udgz��n� o� the Enr�ineeac, t�e Ca�t�r�ac��ar ha� ol��tru�cted or �los�d o� i� �a��cyine� a� op��ca�iort� ir� a po�t�on o� a s�reet or pu�bl�c wa� s��r��t�r �h�n i� �ecessa��t �o�r t�e �zoper �xecutior� o� t�e �rark� th� ��g�n�e�c may �requ��� th� car��r�ctvr �o ��r��.s� the sectin�, �n �vhict, opex�a�ti�n� �r� in �r��r�ss �e�a�e ��� vrc�rk. i� c��rner��e� c�� an�* a�dit�ona�, se�tior� o�r ��r�e�. C7-7. 5 C8AFi14�TER OF �Q��t1�M�N A�D �UYP[��T: T��a1 �aboac ���1� �� �s�d b�r the ��r���a��or �s a�r� a�le. '�he �o��r�t�t�� rn�y bxir,c� i.n �rc�m outs,��� �he ��.ty af Fc�rt wort� h�,s key men ar�c� _ h�.s sup�r3.�ter�dent. A,�.7. o��e�c �a�k�a�n# �r��lu�ir,g eq�t��men� ope�rators� may be i�p��cte� or��� a�ter the �o�al eup�l� fs �xh,austed. The Cont��ctor �h�ll emglo� or�1y s+��k� �upe�intenderits,� f+oremen, ar�� ��rkmen v��� a�� �a�reful, ca�,p���a�t, an� f�11�► qu�lified to p��for�a �h� dut�es oa� tas�C� ��sign�� to th��a, a�nd �t�� Engix���� ma�► �ema�� �r�d secu�ce �t�e $un�m�r� ���m�.�sa�, o# an� per��r, �� ger�on� eza��o�►a� b� �tre �ont�ca�t�ac ir� or �bau� ar on t�e work vrrio, ia �h� �pir�iar� of the O�n�r� ��a�1 �i��onduc� hir��elf �r �ie �ound t� he in�arnpet�r�tt di�a�ce�pectful, .�r►���ap�r�,t�� d��h�nestr ��c �7�-7 ��} otherwi�� ob�e�tia�ab�� or n�gle�tfu� in the proper pe�f�rrn��ce of h�� o� their �utie�, a� w�� �e�1ec�� o� r�fuses to �amp1� w��h or �a��y o�� �h� di�ection� �f ��e OwMer� ��d �nch peraon a� p��$o�� s�a�� �ot be �mp�oyed �g�fa �h�r� an ��thout wri�ten ���aent of tha Eaqi���r, A�1 wo�k��n gha�� ha�� suf�i�ie�� ���1�, �bilit�t ��� ��p�rienae �o proge�l� ge��arm the w��� aesi�ned to the� snd op�rate ��� equ�p�e�t ��ce���ry �o groperl� �ax�� out ��e per��rra��ce �� ��� ��s�gn�d dut���. �h� Co�tra���r shai� furnis� �n� mafatai� �ri the �ork al� �u�h eg��p��n� �s i� �an�i�e�ed to �e ������ar� �ax p�osec�tio� �f th� �or� in �� u�cegtable ma�ner mad at � sa�t�fa�torp rate vf p�o�r�ss. �lI �q�ig���t, too�s, nn� ma��i��ry ���� for �an�li�g m���r�a�s a�d �xe�u�ing a�� �art o� the �ork shal� b� s�b��o� �o ��� �pp�ova� o£ �h� ����neer �nd �h�i� be �ainta��ed i� � �atis����o��� s��e �nd �f�ic��at wnr�i�g ��nd�tio�. �q�i�ment on ��y po�tio� o� th� �ork �hal� be such �hat n� i��u�� �o the �ar�, �varkmen �r a���ce�t p�a����� �x11 resu�t f�o� �t� u�e. �7�7.6 �OR� S�H�D ��: E1aps�� w�r�i�g ���s shall �e c�mp��ed ���r�i�g w�th �h� �ir�t ��� af �ork completed �s d�fi�ed in �1=1.�� ���R�IN� DAY" o� the da�e �tipu�ated �� ��� �WpR� 0����TM �or �e�frini�g w��k# whfchever co�e� fir�t. ��' Nothiag in th��e �o�tra�t Do�ume��s �h�11 �e �on���u�� as prohf�it�ng the Co�tr�ctor frorn �ar���g �� ���urda�, �u�d�� �� Lega� �ol�d�ys, p�o�id��q ���t ��e falio���� requir�ment� �re rnet: a, A req�est to wo�k o� ��geciff� Le��l �olida� must b� �a�e to t�� th�n the pr�������g Thu��d�y. ��turday� Sunda� or ��gin�er �0 1�ter �, ��� �ork '�o b� done �n the proje�t a� au�h � �pe��fic Sa�ur�a�x �un�a� or Leg�� Ho��da� �us� be, �� �he �p����n of th� Engi��er, e����t�a1 �a �h� tf�nel�r ��ap��tian of the gro�e�t, The Eng�r���r's �ec��io�, �ha11 b� final i� re�por�s� �o su�h a request #or ap�ra�ral �o r��r� on r� �pecific �5�tur�a�� Bund�y �ae �egal �1o1i.d�y* ��nd no e�t�a �o�pe�satian sh��Y b� �,��owed �� �.he �on�ractor �cr e�y t�vrk perform�� an �uch �► �pe����a S�turd�y� Sur�day or x.eqa3, Soliday. �aler��ar Da�� �ha�1 be d�f�ne� fx� ��_]..�� ar�8 �he �oritraoto� �nay �vor1� a� h� �o d�s�z�es. . C7-7 ��l C7��,7 TIME 0� ��M�E���ME�T A�D C4���E�I��: �h� ���tr��to� �ha�� �amrnen�e t�� �orking op�rations ������ �he �i�� -spe�i�ied in t�� Contrac� �acume��� ��� ��t �or�h �� �he �or� �r��r. Faflur� �o do so �riall be �onsid�r�d �y t�e �w�a� �s aba�do�m�r�� of the ���x�r�ct b�' �#�� ��ot�t�a���r� ��n� the �wn�r r�ay pz�c�ed �� h� se�s ���. �`he �or�t�a�tor s�a1� mair��ain � rate� of progress such �s w��l i.r�sur� th�� �h� whoYe ►vor1� will be p�rf�rmed at�d th+� premis�� clean�d up �.r� accar�lar��e with ��e �t�r�t�r�c� �oct�zn�n�� a�� w��t�fn th� t�m� est�b�i�he� it� ��ch �o�umer�t� as�d such ��t�ensi.on o� t�rn� �a may be properl� ��x�k�o�cta�d, t�� ��a owr�er. �'7�7 . � E�C'�Ei���p�i Ok' .T�� �OM��,ET��N: T�e �on�a���tor' � re�uest �or an e�tension �f ���� t�� ��rnp�eti�n �hal� he �or�si.d��e� �n��► wh�n th� req��s� fo�c �uc� ��c�er�siar� is su�rnx���c� in writing �o tk�� �r�gine�r within s�t�en daya from an� after t�� tiro� a�X���B �au�e o� d��ay ai�aYl t�arre occu�rr�d. sk�oulc� ar� �x��nsior� of the tim� �� �ornp�.�tion �e ��ques�ed �u�i� �ce�n�st �z�.1.1 �e �or�a�ded to �he C�ty Coun�i�. ��r �ppr�va]. . I� 2�d�u�ti�� the �or�tr��t �f�e for cam�l��ion of worlc� car�side�c�t��on wiY� b� g��en to unfor�e�al��e cause� 1�e�art� the �vn�aral a� and w�,�,�xout �lxe fa�u].� o� r,�c��.tgenc� �� �he �ont��ct�r� ir�clud�at� �u� ].�tsti��d to act� o,f the pub�ic �n�rn�rr a�t� a� th� �wne�, ft��, f].00�t t�rn���es, epi��m���, quaran�i.ne restri�t�on�, �tr�ke�, fr�ight �mba�goes, or dalays af s�1b-con�r�cto�� due to such caus�s, ���r, �?�e da�t� of ��mp�e�i.orx �� b���d on � ca].endar da�► bid� a reqr�est f�r ext�nsior� a� time becaus� of iaclement weath�r wf��. not be �otts�d�re�. A reque�� for ext�n�ior� o� time �ue �o i�,�bi.�.i�y to o��ain su����.�� a�d ��t,�ria�� wi.11 �e ��r�s�.d��ed �nl�► avh��x a r�n�e�r o� tt�e C�n��ea�to�c' � p��r�ha�e ord�� da�es and �ther p���3�ettt �at� ss regu���ed !�� ��e �ng ir�e�� indic ate� t3��t the Co�tractar ha� t�a�e a bor�af ide a.���mp� �� ���ur� �e13ve��► on �et�edule. Th�.� �hr��]. ir�c�ude ��f��r�a �o �btaix� the sugg�ie� �r�d m�terfa3.� ��ro� al�ern�t� ��urce� i� ca�e t1�e firs� sour�e car��o� a��k� de��ver�, �� s�t���ac�kor� e��e�ut�an ar�d �ornp�.et#,o� ef the c�ontract ah�ul� require work and rnate�ia�,� ir� �reat�r a�ount� ar quan��,�tes �ha�x ��hos� set for�� �n the �pprove� �a�tract Do�urn�nts� �h�r► �he ��nt��ct t�.�a� ma� �e increa��ed by �har�g� D�der. �7--7 . � �E�]�Y'S : T�ie �or,tr��tar �h��l re�e�rre r�o cam�e��ation f�r da��ys or ��ndra���� to �i�� �ra�ek, �x��p� �rhen �irect ar�� una�roid�ble e��r� �ost �o the Contractor ia cau�ed �]* �he fa�lure o€ th� �ity to p���x�d� �nformation a� o�at�ri�i� �f �7�7 {�) ' ��'�v�{, -�e Y ' •_i'� ° � , `�x� � 'f'�=h"' �.�'4 _ri� - =1 _-... #''� `-i � .- . - - � : . � . .'ti'•�4�. . i' ' �i � .4 �'� '; •Ta ` �i 'flc.' .j 5;' .y, , ' �. � . .,K', �Y'•_--' — •1.. ' �� ♦5 ' ' • .._ � _J+• _ ' '� ' � _ `a . •�r _ � . }. � . . a��, which �8 to be �urnf�hed �� the Ci��. 1Wh�a suci� ��ct�c� cornp�r�sat�on- ia c��im�d a wrftteri et���m�nt th�r��� �h��� be p�cea�nt�� b� th� ��r�t�ac�or to t�� Enc�ineer a�d �,� �� him fou�t�� co�rre�t �h�3�, �e app�o��d ar�� re€erre� by him �o t�� �ounc�.l �or ��n�l a�pp�roval �r disag�rc�va�t a�x� �l�e ��tior� ther�a�t k�� �he �au�nc�l �al�a�Zl� -b�T�t�►�,7, � as�d �ir��ir�g, Tf del�y i� ���sed b� �apecifi� o�dar� �iven �y t�e �r�gine�rs �o stop wor]�+ or b�r the �er���maace of e�t�ra wori�, or �y tl�e f��.�ure o� �1�� Cf t�► ta �r��ride �nat�r�a1 vr r�ec���ar�r iu���u�tio�� �or caz�r�►�ng on the v�or�C� th�� ��t�h del.sy wi,�1 er�t�tle �t�� Co�,��racto� to atx equi�r��e�#. e�cte�siar� o� �.ina�, t��� a��lica�ion �o�e w�ich sl���.� t howeve� � be �ub jec� �o th� a�r�arorral of the C��� �ou���.].; ar�d r�a s�c� e�c��n�,�or� o� ��.m� sh�ll r�lea�se th� �or�tr��to� o�r ��e �uret�r or+ his p�r�arrnanc� boad f�eom al� �is obl�gat�a�$ he�eurid�r whf�l� �ha11 rem�ir� f�t fu11 ��rc� urt�.fl the df�charge o� �he �ar���a��., �7-'7.10 "�Il�1E 0,� ���SPL�TIONz Tl�e time €�� com��e�ion ��s an essen�i.ax e1e��nt n� �he a�rt�raat. ��ch bidd�r �st�ai�. �ndi�ete irt ��e ap�ropriate ��r�ce on �he �ast pa�e o� the ���p��a�. �he ne��t�e�c of wo�ki�g dap� a�r �al�r�c3a� da�� �ha� �e wi�i �ceq�x�.a�e to �u11g coxaplet� thf� �on��e�,c� ar th� ��me a� ��mp�etior� w�11 b� s���iff�� by' the Cit�r in ti�e ��'oposal �ectivr� of �h� -con�.�ra�t do�um�n��. . �k�� �aumbe� o� d��� fr,dic�ted �l�aY� be � r���.i�ttc e��ia��te o� �he �im� r�qu��red to comg�e�� tk�� work �nvered b� the sp�c��i� c�n�rac� b�in� bi� upor�. Tk,e �mour�� af �i�e �� ���tec� by .t4�� aucc��s�u� �id3�r o� �he �#.t�► wi�l be�vm� ��e time of com���tion �gecif��d �,n ��ie �or�tr��� Documen��, For ea�h ca�e�td�r �ay �hat �r�y �0�1� �h�ll r�rna�,n �ricamplet�r� a��ea� th� t�me specif�ed in t�ie Can�r�ct �o�u�n�nta, or the ��cr�ase� �i�ne gra�ted b� ��e owne�, or �� �uto�ma�i�a7.�� �r�cr�ase� �� ad3t��oz►a� worl� or ma�e�ri�,1� a�dered ���er the co�ttra�� �s signed� the su� p�r �iay gi�r�r� �n t�xe �ollowi.�g sched��e� unles� c��herwisa ep�c,�f��d �n o�he� par�s o� �i�e C�n�t�c��� ]�ocu��.r��s# wii� b� deducted fro� mon��� �ua t�� C�ntra�tor� �ot a��a par,a�t�, bu�. a,$ �,iq�tid�ted damaq�� s�t��ered bp �he �r€�e�. AMU�]NT �� C�NTRACT iress �ha�� $ �, 0�� � � � OQ� �o � �.5, �80 $ 1.5,��J. to $ �5��0� � 25���� ta $ 5�,0�0 � ��,0��, to � 1.D0��00 � �08,0�� t� � 5�0#�OQ �7�'� � � l inc].usive � �nclua�.ve $ f,nc�us�.�re � ir���.u��va $ �r�c3.u��v� $ inclu�ive � 35.�0 45.�0 ��.�0 X�5.�0 15�.�Q ��.Q.�Q $ 5�0,0�1 t� $1f00����� t� ��,OQ0,041 �nd ove� �1�QOOr��4 �n�lus�v� $ 3�5.0� ��,���x�0� f����siv� � 42�.OQ $ 630w0� Th� partie� hereto under����d �nd agree th�t anp h��rn �o the Ci�y caus�d b� �he C�ntr���or'� de�ay in ��rn��eting t�� work �ere��d�r i� th� time s�e�i�i�� b� �he �o��r��� Docum��t$ wa��� b� incapa��� or ve�� d�fficult a� a��u���� e�����tio�r �nd th�t the "Amount q# L�quidated Dama�es �er bay', �s s�t aut �bo��, is a r�asonabl� f orecast o� �u�t �o�pe��atia� �ue �h� Ci�� for harm caused �� an� ��1a�, �7-7.�� SU�FE���ON HY �O�RT OR�E�: ��� Co���a��o� ��all �us���d o��ratio�s �� s��h p�rt or g�rts o� �h� wo�k ord�r�� b� a�� �ourt, a�� wi�i not be e����3�d �o addition�� ��mp�nsatian b� ����u� �� a��h cour� �r���. xei�h�r ��1� h� b� 1i��1e �o the C��� �� �h� ev�n� khe �ork �� �usp��ded by a Court Order. Neit�er wi�� th� �w��r be �iab�e ta t�e ��n�ra�tor �y vir�n� o� a�� �ourt Or��� or ac�io� �o� ���ch the Owa�r �s �ot so�e�� ��spons�bl�, �7�7.1� fiEMPORA�Y SUS�E���O�: �he Ow�er �ha�� hav� t�e �igh� to susp�n t�e work ape������ whaliy o� in p�rt f�r such period o� g���o�s o� tim� �s �� m�� de�rn ����g��r� �ue �a un��i����e wea��er co��ition� ar �n� other un��vo��b�� co�3it���s wh��h �� �h� apfnian �f the �w��r ar Engi�eer ��us� further pro���ut�o� o� t�e �ork to be �nsatisfacta�y �� d����men��l �o �he i�te�e�t af �h� �raj�c�. �����g temg�rary �usp��si�� o� wor� ��vered b� thie contxa�tf �or aMy rea�an, tha �wn�r w��l m�ke no �xtra p���ent �o� ����d-�� ��m� �� ��nstr�ct�ori e�u�pme�� andJoz c�n��r��tion �r�ws. I� i� ��ou�d �e�orne ne��ssary to eu�p�nd wo�� fa� a� inde�i�ite pe�io�, �h� �on�ractor �ha11 �toz� �1i �ater��le i� s�ch manner �ha� the� wi�� nat ob��ruc� or �mged� t�e pu���c unn��e�sari�� nor b��o�e damaged �n ��� w��, �nd he s��11 ��k� eve�y preca�tio� ta prev�nt ���$�e �� �etari��a�ion of the work ge�f��rn�dt �e ��a�l gro��de ��itab�� �rain��� �bout t�e w�rk� ��d �re�t ��mpo�ar� �truct�rea where �ecessary. 8�o�l� �he �antra���� �ot �� ab�e to �����et� � port�o� af t�e �roj�ct due �o ��uses �e��nd �h� contr�� of �n� ��thout t�� fau�t or �eg1���n�� a� �he Contractar �� s�t f�rth in Pa�a�r�p� �7-7.� ��TE���O� 0� �8� ���5 OF C�MP�ET���� and �h�u�� �� b� date�mi�e� �� ���ua� �on�en� o� the �oatrac��� a�d trie En�i�eer tha� a�ol��ivn to alla� �o�s�ructio� �o proc��d is riot �va���b�e ����in � �ea�o��b�e �eriod of �i�e, �h�n �h� C���ra���� �ay �e r�irnbur�ed �a� �he cost a� mov��� �is �gu�pme�� ��� ��e jnb ��� ��t�r�ing the n�ce����� eq�i�m�n� �o �h� ��b �hen it is �e���minad �� �h� �ng��eer �7-7 ��} 1 � �. . . �ti � }� . _ ��a• r .�Y:�..� _ - } � iI'L+}.ti''�+'^�'+ . '{ ' 't�'}. `}t '* _1' t�at �on��ru���.on n��� be re�um��l. ���i� �eimbur��nne�t s�a1� �� bas�d or� s�tua� cos� to �h� C�n�ractor o� snov�r�� t�xa �a���pment �n� no p�af�� w�1� �a a�lawe�. �Io r��mbur�e�en� a��l� �� �l��we� f� the e�x�ipmerit �.� �o�►ed to anott�er �anstruat��or� pro�e��• for-� tlx�•� C# �t� vf For� ��o��h . Th� �ont��ctox� �hal� �n�� �t����nd w�rlc witriou� cpr��tt�r� no���� fram �1�� Er�gin��z ar�� ahal�. g�o�eed vt�.th tt�e �o�i� vp��ca��ia�s pr�mg�lp �t�ser� nvttf ie� by t3�e. Sr�gineer ��o �o xesurn� op��stior��. - �7-7.�3 T����x�T��x O�* Cc��a��x�� �t]� �C� rtn��o��x� Ert����r�CYs t��iene�re�� because o� �]r���or�al �merge�nc�►. �o ��c�ared b�► �he �r�sa,der�t a� t3�e �T���eB �ta�e� �r ot�er �aw�uX autho��ty, 3,� �ecom�s impos�i��e �o� �t�� �or��ractor ta ���a��n ��1 0� �he n�cessa�'�► �ab�r, �a►a�eriaJ.s, ar,�l equtprneat �or ��xe p����c�tior� of the �ao��C ►v3��h �r���son�bie con��.s�ui�� �or � per�od _o� twa m�ntha, �4�e Cor,tractor shai� ���h,�ri �evefl da�►s r�atify th+� Cit� fn wri��r�c�, �i�ing � d��a��ed s�a�emer�t n� �t�e �ffarts whf�h ri��e beer� �aade ar�d 13sti�g sl.l n�c���ary� iter�s �� �.�bor, ma�eri.ala� ar�d eq�ig�a�nt t�at obt�,�r���1,�. ��, a��er f��r�st�g��ian�� �he Dwr���e ��,�d� th�t aac?� cond�tfone eacistxt�q �r�� th�t the its�bil,�ty� o� �?�e �o�t;actor �v p�o�ee� i,s r�o� at�ributable ir�� wh,o�� o� �.n ��r� �o �t�e �sui� o� neglec� of the Cantr�ct� the� �� t�he Owner c��xr�ot n�tez �e��on�b1� ef�or� ae�ist �h� �or�tra�tor ir� ��oaurf�r�� a�nc� rnak�r�g a�r�►il�b1� t�� ri��es�ary labor� �ateria�� and �quipm�n� with�� �k�irty� ds�s, the ��nt�a�to� mr�� x�gues� �k�e O�rr�er �o ter�ain�rte the c�a�ra�t ar�c� the D►rner map co�n�l� wi�h �he �re�uas�� ��� the �e�cmiaation si��I,l b� c�n�itior�ed �r�� based upoa a��nal ��ttYen�ent �u�ua�.�� a�ceptab�e �o ba�,h �he Dwner ar,d t�e �or,��ca�tor ��d ��na,�. pa�r�er�t �ha�.�. be �nad� �.n a�coac8artce �ith �k�e terrn� of th� a�reed �e��lement� wh�,�h �hall �.n��.�x�e� bu� a�� b� lirnited ��, �he pa�rane�t for a�� �or� execut�d �ut n� �nti�€p�ted �ro�it� o� worl� wl�i�h has nat �ee❑ gerfo�erne�, C7-7.S4 �USP�N�Ip�# �� ABAND�NME�� (}� THE Wp� ANl� ANi�UL[��T OF �DN��t��T: �he w�ork �pe�ca��ion�yr��n al or an�► port,tori or sec� otx n� the +�nrk �rt�,e� Cor,�r�c� eha1Y be s��pe�,�l�d ��ediately on ��citten a�d�r o� �he E�c�ine��r or the C�z��r�ct rnay be d�claa�e�" �ancelie� �� trie �ity �ouncil �os �t�� c�oad �r�d suf��.c�.er�� �a�se, T�e ���.�,aw��c�, �y� wa�y o� ea�a�p�e� 'but r�a�. o� ��nti�at�or�, rua�► b� con�i�e�ad g�ou�x��s fo� �u�pe�,sion or c�nce3�ations � �. F�ilu�a �� th� ��r���acto� �o co�aroence vras�c og�r�t,�on� wit�xin the tf�e spe�i£�.e� �r� the wa�cic 0�3er ���ues� by trie �waer. ��-`7 '� 7 l b. �u�s�ariti�� e�id�nc� �ha� �ro�ress a� �h� work ogeratio�s by ��n�ractor fs inauf�ici�n� t� �arnp�e�e �he work wfthiri t�e spe�ifie� ti��, �. Fai�ure o� the �o�tr�c�o� �o p��v�de �nd �a��tain suf�i�f��� �abar a�d �quipm�n� to �rope�ly e��cute ths waskin� op���t�o��. d. �ubstantial evide�ce th�t �he C�n�rac�or ha� - �ba�d��ed t�e w�rk. e. �������t�al �vide�ce t�at the ��ntra�to� has b����� ���ol�ent �r �a�krupt� o� otherwise �iaanci���� un��l� �n �ar�� o� ��� ���� s�tisfac�orily. f. �ai�ure oa t�e �art a� th� Co��ra��o� to o��er�� an� ��gui��m�n�s o� �he ���tra�t Documents �� �� ��mp�� wit� �n� o�d�r� g�v�� b� �he E�gfneer or Own�r provid�d �or in th�se �vn�r��� Uo�um��t�. g, Fa��u�� o� ��� �on��actar pro�pt3� �� ��� goo� a�� d�f�ct �� ma��rimis o� warkmanshfp, �r an� �e�e�ts of a�� ���u�� �he ����ec��ori o� which �as bee� dir���ed �� �����ng �� t�e �nq��e�r or t�� �wner. h. S�bstantia� ev�d��c� vf o� �.�legaiY�► g��cuxir�g a ��r�ur� caz� th� C�,�� �� �k�� �on�rae�. cv3.�,��ia� �o� th� pu�rpo�� �o�tract or perp�tr���,nq ���x���ru�tion oi` work under f� �i sub�tantia� ��nd��a�,ior� �h�� trie ��r►t�a��o� has made $n �r��uthoriz�d assignr�rent of �#�e con��act o� ar�y �unds due thesefrom fat th� b��e�`i.� of a�ny c�e�ditar or �ar an�r a�her pu�'pose. a• k. �f the �ontractar sha�.� �or ar�y ��x�se �v#�a�so�v�r r�o� cars� �r� the war�ir�g op�ra�ian in r�r� r���ept���.� mar�ne�. �f t�� �ont��cto� ��mmen�es �egal ��tian �gai.�nst the D�ar�e� . A copy o� �he au��er�s�o� or�eae ar a�tion af �h� �fty �oun��l shall be �erved or� the Cor�t���tor' ��ure�ies. �7hea wo�'1� �s susper�ded for ��� ��us� o� caus��� o� w�,�n tk�� cont���t is �anc�lYed# th� �ontra�t�r ����1 d�scantin�se t�x� vro�ei� or �uch pa�� thereaf as the �w�t�r s��l.l �esignat�, wh��eu�oa �i�� �vr�ti�s sn��►, at th�ir ogtia�� a�s�me �he aontra�t or �ha� portion t�,����� wh�,�h ti�� O�,rrxer ha� o�d��red ti�� C�ntractor to dis�a�tinue, and r,ua� p�r�orro ��e s�me o� �a�y�, witt� the �rr�t��n C7-7 {Bl ti-=='� ,� . _ � . r' �4�. � . T ��� }' �!� "�r'` ' • '. ' _' � � • � � _ �. conaet�� �f th� �v�t�er, sublet the w�r1c o�e �hat por��,or� o� t�e �a�rk a� �ak�r� a���r, pr�vf��d �o�t�ver� that ti�e �Sure�f�� shz��l e��rcf se ti�eir qgtion, �f at �11, w�th�n t�ro w�eks �fter the wri�t�n not�ce �o d3scor��ir�ue �h� worl� ha� beert a�r�r�d u�on �h� Cc��trac�ar ar�� upor, ��e Sure�ies or their a��ttorized ager��s. Tk�� �uret�ies, in snci� �ne�n� aha11 �s�u�te the con�ra����r' � �lace �.n �11 ��spe���, �and aha�� b� pa�.d b�► �h� Owr�e� ��r a�� wo�k p�rforme� �y ��e� �n accoacd�nc� �r��h �h�� terma o� �he Cont�ao� �ocua�c�n�.s. A11 ma�tie�x r�mais�ir�g �ue th� C�ntrac�or s� �he ��rn� o� �hf� de�a�u�� �?��11 �h�re���t� becorne �e�e �nd p�►yabl� �� the Su�e�ie� �� ��e �o�k ��og�e�sses, aub��ct �o a�]. o� ��e �erms a� the �on����t i}ocurnen��. Ir� ca�� ��ie 5u�eties dv n��, witltir� �Me h�r�ina�bove sp�ci��ed t�,�met e�er��,e� �h�,�r rig�t anc� op�ior� �o ���ume �k�� �o���ca�� respor�si�all�.tfes� ar �kta� p�rtiart t�er�a� �rhich �he O�r��� has a�der��l by th� �on�r��ta� �a �i��ontinne� tt�er� the D�r�e� sha�,�, hav� the paw�� �o camplete, b�► �o�tr8ct o� oth�rvrise, as i� ma�► d����r��na, the �or� ���ei� rd�scribed or �u�h par� tY,ereof as it r��� ���a� n�cessary, ar�� �he �or�tr��tor �ter��r� �gr�e� �hat t�� �wn�r �h�ll have th� r�.gh� �o �ak� pa��ess�on of ar�� �xs� any mater����+ p1�r�t�, �003�� equ�g�e�xt# �upp�ie�� �,nd p�op�rt� o� an�r kir,� provided b� the Contr�cto� f�,� th� g�rpoee of aa�cryir�� o� ��e work ar�� �o p�cocure other t�al�, ec��fpm�nt� ma�e���le{ 1�bvr an� p�ope��y �or the comp�etion r�� the v�ork, ar�c3 �a ct�a�rge to t�,e accou�� of �he �antractor of ��id �on��a�t e�rper��e �ar �ahor, m�t��ir���, �oo1a. eguiprner��+ az�� a3,1 expen��� inci�ental t4�e�e�.o. �h� expen�e �o ch�r�e� sha3.� be �e�uc�ed by �i�e Dwne� from �uch mo�#.�s �s �as�► b� �t�e �r rn�� be�ome du� e� a�� time therem�tear �o th� �oa��rac�oac ur�d��c arid b� �rir�ue �� ��� Co��r�c� or any p�rt tt�erea� . The [�wnar sha11 not be �e�quir�rd �o a�tait� �he �owest �id �o�r tlt� �ro�k com�����ng the �ont�ea��, but t�� axg�r�se tn �� de�u�t,e� shr,],). be the s�ctua� cost o� the owner �f �u�i� wark. I�, cas� �u�k� e�€pense� �k��,Z1 e���ec� the a�n�unt v�Y�ic� would t,�v� been �aya�l� u��er ti�e �on��e�ct i� ��� sama ha� be�n complet�d b�► ��� �ontra���r, th�n tt�e �ont�ra��or �r�d h�� Sur��ies �ha�� p�� �.he ara��n� o� �u�h �x�e�� �o the �it� ar� �otice fr�m the Own�r of �he exces� due, Wh�n �ng p�r��cu���e pr��t �� �h� v�or� ia beir�g �aae�ri�� �r� �� ti�e �vrr�e� �y ac��t��ect ar o�l�er�i�e x�ri�er`the provf��ior�$ o� th�� �ectior�� ��e �an�re��.or aha�11 �on�f�ue khe ren�ain$er of the xo�k iM co��o��itg �i��h t�e terms o� �he Cori�r�,�� Da�ume��s �n� in �u�F� ��aan�e� a� to r�o� l��.nd�r o� i.�t��c�er� +�itt� per�ormar�ce af t,he �tark by �he Dwner. �7--7.�5 F�L��I�LI�iEIQT 03� CONTRA�'T: ��r�sf�ered �a h�►v,ing be�n ful�ille�. bond or bnr�dg o� �� la�� �rk��� ��1 �h� p���� af the p�o��ct cov�r�d, by ��� Tl�e Con�ra�ct wt11 be aav� aa provide� in �t,� �vark a�td all se��,ion� o� �o��r�ct Doc�m�nts h��re C��-7 �+�) b�e� f��ished an� c�m��et�dr the final ��s����i�� made �y �h� Engine��� a�d th� ���al a��epta�ce and �i�a� pa�men� �ade by ��� O���r. C7�7_Y6 T�1�i+�SI�A���� F0� �ONVE�����E OF T�E DWN"E�� A. N�T��E pF TERM�NATION: Tk�e pe��ormanc� o�` �lxe w�rk un8�r tt�i� c�€ttrac� �a�r b� te�`minated by the Dwn�� i� �rhole, ar fro�a t�i.m� ta ��rae in pa��, ir� � a�cor�az��e �ritk� th�s �e��i�nt �rk��never the Owner sha,�� ci���rm�n� that such ter�uina�3.on i� �n tt�e �est i�,�.��e�t �� the Owr��r. Any �u��x t��eroi��t�zor� sha�,l be ���ec��� b� �at�,�ng a not#,�e o� ��rrni����.c�rt td �k�e �ontractor �pecify�.�g �h� �x�ten� t� ��ich performar�ce o� �to�k ut�de� the contract �s ��r�►i.����d�, 2►r�d tt�� �ate upon w�ic� auch terminatior� becames e��e��i�re, l��c�f�� a€ t�e not�.ce ahail �e de�med c�r�c�u�i��13► pr��ume� anc� �stab],�sh�3 when the �ett�r �.� place� i�t th� Uni�ed �tat��s �Rail b� the D►vtte�. Fur^tk�er, it ehalk �e d��rn�� coricY�sfvel� pr����e� ar�d es��b�i�h�� �.ha� su�h ter�ai�at.ian �,s ma�� with j��t cause �� ���r�i�, s�����# at�d no proof ir� �n� c�airat c�em�.nd or sui� s�aa�� k�e r�quir�d �� th� O�r�er r����r3i�i� s��� �isc��tion�►ry ac��on. B. CONTR�ICTDR A�T�ON: A�ter �r���i,pt of ��v�ics of te�mfrta�t��r�� ar�d �ac��p� �s oth�rwise t�ir��ted �y the �nginee�, the �ont�a�tor �hall: 1� �. ��rrnina�,�t�n x ��op wro�'� un�er the �ontr�,�t or� �he da�e �nd to �k�e ex�.e�� sp��if��� in th� n�t��e �f pxa�e no furt�hsr or�era �x� subcar,�r��t� �or ma��r,i�e��, �ervic�� or �ac�1���e� �xc�pt as may be r�ece���►�� �ar �om�letfo❑ o� such �o�ct�on o� the �ork �n�er the contract as is �ot ��r��,��te� � 3. �e�mina�e �t��, n���rs �nc� su�cantrects t� th� extent ��,�t they re�a��e to �he pe�r�o�r�a�nce o� vr�rk t���in�t,ec� b�* tk�e r�ot��e �f ter�in�ti�n; 4. �ran�fer t��le ta t�xe �w�er ar�� d��iv��c �� th� mann�� ��,t the t�.me� � a�d � o t�e exten� , �.�` �tx�, di�e�ted ��► the Er�g�.���r; �7-'� { 10 l • ' . . , .r . �-f . �. "�r.—'�f-�.� , i � y-" � ,. . � + �k,• � .• , . Y��, +."h4� + f F���Ly — _..+� "L" w .+ ' �+ • .. , . r � � `# fa = � '.L-� �t�< < ' , . - � S. �. the �a���icated a� unfabr�c���� p�rts, vrork� #�n pracess� ��mg3�te� work, �u���ies ar�� o�k�er tnat�rial p�odu��� #� � a�art o�, ar ���u�re� ir� cor�n�ct�on � w���l� tt�e p���or�na�tcs of, th� �ark � terrnia�te� b� th� r�oti�e of ��rrn�r,���or�x �r�3 b, the co�pie��d, or� ��►�e��.�11p �om�le�e� p�aas � �rawiag�, iaf�rta���.ar� ��t� o�h�x p�op�rt� �rhich� if the c�n���►c� ha� bee�n compi�t�d, would 3�ave �een ze�qu���d �o b� #��r���k��� �a the �,rner. �omp�et� a� ah��,I notf c� vf ger�a�.mance �� �uch �art o� the work not hmve b�er� termir�ate� by' th� terrair��tioa; �n� �. t�k� �u�h, ��ti�� �s m�y b� nec��sar�r-, ar as tl�e �agi�e�r roa�* ��r�ct, f�r the pr�te�tf�n an3 �r��sesrra�ton of the propert�► reZat�� tv it� c�r��r�ct whi��� fs in t�� pos��ssfon of th� Car�tra��o� a�n� in which th� �r�n�r �as or �ay acquire the re�t. . � . .,, . ._ _��,. : . . At a�irae _t�ot ���e�c t�a�x 3� �a�rs a�ter t�he �erroir��►t�on date m�ae��.�ie� tn the notic� of termir�a��or� � t�e �o��rac�o�c �ay submit �o th� Eng��t�er � l,��at. c�rt���ed a� ta qx��r�tt�y a�nd gaa��ty, of any a� a�i iteats vf ��rmia�t�on ir��teat�ry a�� pr�rr�a���y �iapo�e� of � e����u�iv� a� i��rfls the d��p��itfori o� �,rhich hss bser� directe� or ��x�.h�r�ze� by �1�e Engineer. �a� �a�e�r ��ha�n 1� da�� t��r���t��+ �he Dvtr�er �hai� ac�ep� ����e �o su�h item� grvvided, �ha� �he li�t �ubmi���d �ha�1 b� �r�� ject to �re�i�ic�tfo� �p t�ie ��tgfrt�er �gan �emova� o� the item� o�, if the 3�.em� ar� �tared, �ri���.� �45 �3��'� f�v� the d�te af aubm��s�or� �f tk�e i.i�t, �r�� �ny ne�e�sar� adjet�tment,e� to corr�ct the l�st �s subrni�te�� eha�l be made �r3or to fit��7. � @�'� 1�l�I] � , �. TEI�Miti�T�o�1 �I�AIM� �ditl,in �� day� a�tex r�otice a� t�s�dir��tior�, the �antrac�or shall �ubrai� hf.s �e�rm�,aa��.a�a �l�f� �a �l�e �ngineer ir� tk�e �o�m ar�d with ��� c����ic��iam pr��crfbed b� t�e� E�c��n�e�. vr���sa o�ae o� more en�enst��s 3r� vrrtti�g ��e �ranted by the ��rner u�aon req�ea� o� the Con�ractor, ��c3e i� wri��r�g w�.�hi� such �b-��a�r per��s3 or �ut�or�sed ex�er�sion �Y,e�ceo�� an� ar�� all �uct� c].a�ms sk��ii be �on�].u��ve�� �eem�c� wa�v��. C7-7 �1�� D. �M�U���; �u���c� �o t�� ��o�isi��s �f It�m �7-7.1�{��, ��� �o�t��c�or ��d Ow�er ma� a�r�� upon th� whole �r a�� par� o� �he am��n� or �rnaun�s ta be p�id �v_�h� Co��rac�or ��.-reasa� �f��h� �ot�� or pa��ia� t�rm���t��� of ���� puraua�� her�tv; p�o��ded, �hat s�ch $greed a�oun� or �mou�t� �h��l �eve� �x���d the to�al �on��mc� p�ice as �e��ced �y ��e amQunt of pay�eri�� ot�e�w�ae ma�� �nd as �ur���r re�uced b� th� �oatr��t pr�ce of ��rk ��t terrninated. The �ontra�t s�al1 b� amend�d �cc�r�in���. a�d �h� ��ntrac�o� �h�l� b� pai� the ag�e�d amount, N� amo�nt eha�� be �ue �or �os� or ar��i��p$t�d ��ofit�. No�hir�g in �7-7.��(E� he�r�a���r� prescrflaing th� �r�oun� to b� pa,�d to �he Contr��to� 3,�x �t�e e�rent of f�ilure a€ �t�� �ontractar by reasor� �f t�e t�rmination o� wo�k gua�suxz�� �o this sec�.���, �k���� �e d�emec� �o ��rn�C.t res�ri�t o�c o�h���,��� d�te�xn�,�x� o� ��i���t �h� a�ount �� araa�r��� wk�i�h m��[ �� �tgr��8 uppn �o be p�id to �he �ar���a�tor pursuan� ta this paraqr�p�. �, FAILUR� fiO AGREE: Iri k��e �ve�k� G� th� �2tilti�e �� �h� ���nt�a�tor ar�d �he Dwrner �o a��.r�e as prov�c�ed ��x C��7.15 ��1 upo�x the w#�ol� amoun� �v �e g�id t� t#�� �a�t�r�,c�ar b� r�as��x a� th� te�rmi�t�tiorz o� work pua�su�n� �o t��� s��ti�n th� �Jwr��� ���11 d��ermir��, �n th� �asi� of �n�orma����x �v2�i�abYe �o ��, the ar�ou��� 1� �n�# due to �k�e �ontr���A�e by ��a�on o� �h� ter�,�nation �,nd ���,��, pay to �he �ontx�ctor th� �mot�nts �etermin�d. �Io amo�sn� �ita11 b� ��t� �or ].�st ar ��tictgat�d pro€its. F. �EDUCTIO��: Iri arri�r3t�g �� ��e a�o�xn� dq� �he ��ntractor t�t�der �his ��cti�n� �h��re sha�l �e t��dr��t�d {�) al�. unl�.qu�dat�� advartc� �r o�lxe�r paym�nts o� ���our�t th�r�tofore made to the �or�t,r�ctor� �ppl�cabYs �o th� ���sni�a��� por�ion of �h�� �or���ca��� ��? a�n� cla��� �vh�.�k� the Owner ma� hav� a��a►�.r�et th� ��r�tra�to� in co�ne�tiori wit� th�.� con�r.n�t ��n�l (� l tt�� agreed pr i ce f or # or �he pr����ds o� ��1� of, an� m��er�,�ls, �u�plie� or oth�r t�iaga kegt �� the ��r���c���or �z B�].�, pu�rsuant te th� ��ovisio�s o� �h�� �],�uae, and not ot3�erw�.se re�av�red h� vr a�cedite� to the Owr�er. �, ADJU�TME3��': �f the ��rmi�ation l���e�r�$e� Y�� partial, p���r �o ��e s�ttl�rnen� of t?�� t�r�inated portivn af thi� ���trac�, �t�e Cc�r�tr�c��r nnay ���e wi�Y, �h� Er�g�,neer a r�queat in writi�g for an C'7�7 { �� ) •5"� � . _ � . . , � ' J .Y. r�L±,�� �1��- - 'f� r� . .� • F • . . ' F • . � � =La :/� i.. s' , `•�. * �?� r- ' . � 1 � � .� . _ �f � . - � - � - {_ ' ' . , _.�, � . .a i ' � ' equ3�ab�.e �d��st�nant �f t�ie pric� �r pri�es �p��ifi�d ira �he coz�tra�t r����ir�g to th� co������d par��an o� �he �or�tr�c� Ith� po��#.or� r�a� �e�cmfna�ed �� �he r�����e oi �er�aina�ioa � { �u�h �qtt�t�l�le �c� jus�rner�� a� ma�r �e �gre�� upon s�ta11 �� made in ��s�h pri�e a� �x����e��t� aott�t�c� �on��in�d her�in, haw���r # sh�l� �i�nit �h� x�g�t of the Owa�r and ttte �ont�ac��r to ag��� upan �he amoun� ar �►mount� to be paid to t�� �ontra�t�r fo� ��e ��nap3e�ian at �h� co�xtinu�d ���t�or� of th� ��rt��a�ct wh�r, e��d can�rac� �o�� �ot cont�in an e$�abli�h�d ��r�tr��t price for ���� c�ntinu�e� p����.or�. 0 � H. �i�} LI�l�'���ZDi� OF �2��A�'�: I�o�hi�� coa��in�� 3r� tk�ia �ec�a,on gha�� l�.�it o� a].t�r the right� w�x��h �1xe �w��r ma� laart� �o�e �er�air����on �f th�s cor,tract �tn��r C�-"7.14 hereof entitl�d "Suap�n�ior� o� Abandonm�r�t �f t�� wvr1� a��8 A�en�aer,t of Co�xtract* or any a�.��r rfgh� wh�ch Dwner ma� l�a�r� �o�e ��fau�t o� �r���h o� aon�ra�� by �on��r��tor, e C7-��.�7 5A�'��"Y Ai��HO�?S ]4�]� ��t,A,�'�'I�E�: The �or�t�a�tar sht�l,�. b� r�sp�ns��].e �or ini,tiating� �ain�a�.r���ng, �r�c� �uperv�sfr�g a11 �a�et�r precat��ian� an� programs i� c�nn���ion �r�tlx th� wo�1� �� al� �i.��� �n� �ha�� �seum� a11 �e��on�ibi�.it�e� �ox �.t��ir _ �n �or��m��x�. � The Cor�tsac�os a�a�� compXy �a�th fec�er�1, �t��e, ar�d loc�l laws, a�din�r����, t�r�� rec�u].a�io�� �o s$ �o p�otec� p�r�on �tnd �ro,pert� f �r�m a.an jur�, tn�ludir�g �eath, oac darnage ia cor,n�c�ion w�th the work. 0 0 L�'� � 1� � ' Y PARfi � - �E�IERAL ��t��I�`IONS C$�8 f�ASUR�NT ]4ND PA�CMEN'� S�C��ON �6-B ��i�C�RF�P�iEI�Z` AND PP,�1�NT ., , . �B-�.1 MEAs�]R�i4lEN'T 0� QUA�]T�'��ES: �'�e d���rmfr�a�for� csf �u�nti�ies o� �r�x�� ��r�ar�n�c� by the �ontractor ar�� auti��rize�l 1��► the �o�x��`ac� �o�um�n�s ���ept��lp com��e��d ur��er th� terma �f �l�e Coz�trae� �o�urae�ts �hai� be �ar��� by �he Engineerr �as�d �r� m�as�r��►er�t� ma�� �� �he Er�g�irlee�c. �he�e �d�a��rem�nt� �ril7. be �na�e ac�ord�.r�� �a the Or�it�d .�ta��� ��an�ar� Msae�r�m�z�ts used �� �os�xnot� pra���.�e� +er�d w�ll be �he a��ua1 length, ar�a, �o1id co�tents, n��beac�s, �►nd w�i��t� �f the m�terfals an� ���ms �n$t���etl. �8�-�.� ��?�'Y` PF�I�ES: Wrien in t,h� Prppo�a�, �`Ur�i� P�'i,ce" i� �et fo�tt�, the �aid "�nit �rice" �ha1� in�lude ��ie �u�en'i�hing t��r ti�� car�t�ca��or of a�� Ya�or, tool�, �at�ria].s, mac�iner�r� �q�igme�nt, �p�la.�r�c�� ar�d �gpur�ea�r�ce� n��es�arg �or the �onstruction a� ar�d �t�e corapl��ior� t€� � r�ar�r�er a�cep�ab�e to the Enc�ine�r o€ �11 wo�ef� �o be dor�� ur���� �hes� �o��,r�c� Do�u��€���. The "Ur�ft �ri,ce" sha11 i�cl�de ai� persna�ner�� a►�d t��porary -paeo����io� of nv�rh�ar�� ���rfa��, an� u�,de�eg�aund �tr�ac�t�re�� clear�up, �inis�ad� ov�rhe�d ��c��ns�, ba�nd, ir�sura�r�ce, p���r�� ���sx roy'a��.�ie�, r,�s]� �ue to t�e e�eraer�t� ar�� otlter c�u�s�s, delays+ prvf�ta, �njur��s, d�mag�� al��m�, �axes# ar�d a1]. other i��ms no� �pec�fica�l�► mer,�ioz�ed th�xt ma� b� require� �o ful�y �or����eu�� �a�h it�m af the t�o�ck �ample�e ir� ��ace aad ir� a satf �€ac�,or� �ar�a�itior� far operatiot�. CB-B.� LUMP �UM� �rien ir� t�e �ropo�a�, a'I,ump Surn" i� �et �ar�ri�f the sai� "Lu��a 6um" sha11 rep�e��e�� ��e �o�a�l cos� f�r th� �or�tractar to �urnish alI labor, too1�, �aatert�ls, �achinery� eqt�i�rdeat# �,ppurte�ance�, �►r�d ��i su�aid�r� wo�k r�e����ary £�r tl�� cons�xuc��,or� �,r�� a�aplet�or� �� a11 �h� �aa�1� t� pr��t�de a�omplete ar�d functiv�a�, �tem �e deta�i��c� i� ��e S���ia� �ont�rac� Do�um�t�ts �n��o� ri��►n�. ' C��B.+� SCDP� �� PAY'MEl�'�} fih� Co�tr�,ctor s�a�� r�Ceiv� �r�d a��ept ��e compe����,�on, ae h�re�n p�ron3.ded, �.� �t�ll ga�m�r�� for �ttrn,�shit�y a11 ].d�o�, too�.�, �a�teri�l�� ��� �n�i�e��a�s £nr g�,r��rA►f.z�g a11 wor�t co��emglr�t�d anc� e�bar��ed u��e� the�� �ontrac� �?��umer�t�, ��� all Yosa ar�d ci�u�►ge eriaing out of �h� n��ure o� �he ��rk or �ram �he ac��ot� a� the e�.emetxt�, �ar �n�► u�for��ee�t de�ecte o� o���ru�t�o�e wk�i�k� ma� �a���� ar b� er��ounkerec� d�t��.r�g the pro�ecutian o� #.Y�� �ror�C at� �ny► �irn� C8-8 [11 ��fore i�s f$na� accep��nce by �h� O��e�, tex��pt �� ��o��ded f� gara�raph ����.1�1 �a� a�� r��ks of wha�eve� descript��n ��fln�ct�d �x�h t�� pros�cutio� �f the ����, f�� al� �x�e��� incurred b� �r i� can�equ�nc� o£ �usp�ns�a� o� dis�ontfnua��� of s��h p�osecutian of t�e wo�k�����per�tio�s �s her��n �pecif��d, �r �ny and s1� inf�ing��ents o� pa�en��, tra������s, copyr�ght�, or othe� le�a� resexvati�n�� a�� for comple��in� t�� �or� �� �n ��c�p��b�e ma��er ��cor�in� �� the t��rns o� �h� Con��act �ocume��s. The pa�rn�nt of any �u�r�n� �r parti�3 es�imat� p�ior to final a�ce�tance of th� �ork by th� Dwn�r s�a�3 f� no �ay c�n�titut� a� a����wZ�dqment o� th� acceptance o� the wark� �at�rials� ar �q��pment{ nor �a s�y �ay grejudi�� or s��ec� th� obligatio�� �� �h� Co�trac�a� ta r�pair, correct� re�ew, or r�p�ace �� �i� own an� �ro�er e�p���� a�� de�ect� �r ���e�f��tio�� in ��e c�n���uc�iaa or �n th� atr�n�t� or qua�ity o� the material �s�� �r �q�����nt o� rnachi��ry f�rnish�d in o� abou� th� ���struc t��n �� the w�rl� u�der contract and ��� �g�urt�na��es, or a�y �am�ge du� ar �t�������� t� su�h d�fe�ts, ��i�� d��ects, irnperf��t�o�, o� d�rn��� ���x� ha�� be�n �iscov�red o� or �e���� t�e �i�a� iaspection �nd �a��gtance o� �ork or d�ring �h� ��� year guarant� ger�o� af��� fina� ���ept�n��. T�e Qwn�� sha�� b� �he sole ju�ge o� �u�� d�����s, imp�rf�ct�on�, ar damag�w ��� �he Co��r��tor aha�� �� �i��l� �o the D�ner for failur� to �o��e�t �rie �ame s� pr�v�d�d he�e�n. . C�-8,5 PAR��A� ESTIMAT�B ��D RE�AI�A��: He�we�n �h� ��� and �th day of eech month the Contra�t�r sha�l �u�mit �o th� E�gin�er a s�a��men� �howf�� a� e�t����� of t�� v��u� o� �he ��rk da�e duri�g the gr�vfous �o��h, ar es�i��te period u���r the Ca�tra�� �o��rn���s. �o� ��ter ���n t�e �Ot� d�� o� the mv��h �h� En�i���r ���1� ������ su�� estimat�, �nd if it i$ fou�d �o �e accepta��� and th� v�lue af wa�� p���or��d ���ce the ���t partia� gayrnant was made ex�eeds o�e ���dred d���a�s ($1�0.00� �� �.�tau��, 908 of such es�ima�ed �u� wf�� �e paid �� th� C������t�� i� ��� �ota� �on�r��t amou�t i� �e�� tri�n �4�0,���, or ��� o# �u�h est��ated su� �i11 b� pai� �� �he Contractor if th� �a�a� c��t�a�t �maunt i� $4��,000 or gre��er within tw�nt��f ive {25l �a�s ��te� the reg�1�� �s������ �er�od. ��� ��t� �i�� �ave �he optio� af ���p�r��� e��ima�es �n form� ��rnia��d �y t�e Cit�. �h� parti�� es�����e m�� i���ude ac�epta�le n�n��ri�h�ble n�ateria�s deli�er�� ta ��e ��rk �h��� a�e tv b� fncorpara�ed into the �ork �a a ger�anerit pa�� t�ereof, �ut �hi�h a� �h� the �i�e c� �he eat�ma�e ��ve not b��� i�s�a�le�, isuch ps����C �i�X �e a��owed oa � b���s of 85� �� �he �e� �n�o�ce value �h��eo�.i Th� �ari��a�t�r ����� furnish tk�� E�tgi���r s�ck� �r��a�cmat�an �s h� �y rec�e�e�t to aid CB�� �2} �:�1�'F-+�'1✓�"'�ri +���� _ .ii.:'.�•'* " :..r I .<_��` .�.�� ? ..._ r � _ �r ff .5 _ ' '"r i�4.�1� -t��`�.',� �+��'_S��'l{� i"{ � � �-- � ., . . „ry • r.� =�=I' _ yi. -_ � - f�:_f�� T _' .' ..•, �'r +.'_ *.l. ; ��, . t - ' i,: . rr. � ' ' "' r � - �':�Q_: r,i __'- � �, _ ' . . :#_ '•�F. _ . -� �+x.�.r'� _�1.};�7^'�y'if' .S�iy� ��7��-'�Y _. . . , , r.. � ` .�.. . „ . . �t., . , '"' . _ _ . �i" ' ... - ` _ � � . � .. � , , hf�rn aa � guid� in tk�� �ert���a�ion or �l�e p��paratior� o� pa�tial est�t����s.. It �� ur��erst��� tha� the ga��r�i�� e�tir�ate �Erom a�on�� �c� �ar��i� v��.17. be app���timate on].y, aa�d ��� �a����� �or��l�ly es�i.�rat�s ��nd p�y�a��� w�1x be s��j�ct. t�,- �o�r���fvn ia the ���i���e r�nd�r�� fallovring tt�� dis�ov�r� �f �n error i�t ar�� gr�vi�us estimate�and ��ck� est�mat� �hall rio�, in at�� resp��t, be �take� a� ar� $d��,s�i.or� o� t�e �wner af the ��ount '�� work dor�e ar o� it�s gua�.ity �f ����.��ci�rtcy, or as a►n �►ccep�ar�ce of th� wori� ���xe or the re].ease af tk�e �o�tara�to�c of �,n� o� h�ta res�onsibili�fe� u�der ��e Co�t�act �o�umenta. Trie Cit� �'es�rves the rig�� �o �3thho�� �h� p$�mer�� o� ��y mon�.hl� e�ti�nate i� the cort��actor f�f�s to perf�rm �k�e ��rk str�.��].�► i� ��cord�t�ce vrith tk�e 6pecif�c�►��,ans �r pro�risior�� of ttt#.� �o�xt��et. �6-8 , 6 WI�HHOI�DZh�G _ ri]17C�iENT: ��y�oent or� �ny es�irri�te ar e:�tima�es ma� i�e h�ld in abey�a�e i� the perfvrma�sc� �f �1�e aar���ruction o�erat�on� �s r,at ir, a��ordar��e wi�h �he ��q�i��m�t��s a� �h� Cantract Do��3tn�nt�. C��-�.7 F3NAL #CCE�T�Y�CE: •�4��nev�� t�e i�prov�m�nts provide� �ar by �he Cor�tr�c� � Documer�t� �l��ll . have be�n carnpleted �r,d a�� requiserner�ta, p� tt�� CoMtrac� ��cume��a �n�7.� ��rre �eer, �u�.fil3�d ort ��e g�rt �f ��� �arttr�ct�r, t�,e Cor��ra��or �}ial� nat��y �he .��tg�r���r �r� �ritin� tha� the indpr�rrem�nts a�� r�a�� #o� tt�e ff��l fr�ape�t�on. , � �t�e �ngix�ee� �ha�� r�atif� � the appr�p��.ate a���.��.al� af �he Ow�ear, wi�I, w�thfn �� rea�aonab�e t�m� mals� su�h �inai ir��pe�t�on, �n� i� �1�e wa�l� �.� s��.is����a�yt, i� �n �cc���aek�ie ca�xdi.�%or�, er�d ha� b��r� co�gl�ted tn� acc�r�ar�ae wtt� the t�r�s a� the �or�tra�t 1�ocu��n�s ar�� a�1 aggxoved modfficat�iar�s �.hereo�, �he Er�gir��er ��1�. �n#tia�� �he proc���irig af �he f�na� estima�e and re�om�nend f�na� ac��p�an�e o� �he �ro�e�t �z�� fit���. �a�ment ther�for a� ou�li.ned �,n C6�8.8 �1o�t, C�-8.8 1*�r��►L �A]C����: F�hnriever all �he �,m�pravem,�n�e prov�d�d for b�► th� �on�r�ct �o�ume�ts e�d �11 �►ppra�e� �o��fi�a�tfor�� �i�ex�eo� sln�ll, hane been �amp��ted and al� r�eq�tirernente �� th� �or�t��c� Dvcu��ner��� 1na�re beea fu��i�,�.�� or, t�� part of the Co�t��,�ta�, � �in�l ���id�a�� �hovt�,ng �h� nalu�e� o� �he ►�o�k w�].� �e prep�re� by ��e Es�gir���� a� �a�n �a the ne�es��ry rn��a�u��nn�nts, comg��a►��o��, an� �h��ks c�a b� �e�nd�. . A�1 ��ioa� subject to paym�r�t„ �sti��t�� uport wh.��h p�ymer�� h�s ��en made r��� r���e�sary �orrec��.o�s o� �evi�ion� ir� �1�� f�ne� � � �8-�9 { 3 ) ��� a�ou�t o� t�� ���a� �stimat�, �es� p�ev�o�s p������� an� a��,su� th�t �av� be�n dedu�ted or �etai��� u���r t�e 'pro�i�ion� a� t�e C�nt�a�t Dacum����, �ill be �a�d t� �he ����ra�tor w��hi� 6� �a�s �ft�r f��a1 acc�pt�n�e b� ��e �wner �r� � prap�� x��solu�tfcn of the� City �ou�c�Sf provided t,h� �oz��rac�o.� ha.s £utxr��shed to �he �r�ar satis�'actory ev�d�rt�� �� paym��tt �� fo���ws: Pri�r to su�mi�s��� o� th� �ir��,I �et��ate for pay'm��tt, the �or�tra���r ��2�3.� e�ee�u�� �►n �ffidsv�t, as f�trnis��d by �he ��ty� �erti�ysng th�� ��l persor�s, firm�, assocf��ior�s, �orporatfo�na, or ather o�q�ni�atians furnist��,�� �,a��r andfor r�at�ria�s h�ve 6�en pai� i� fu�I, �ha� �he wag� ��a�.e �stablf��e� �y' the Cft�r ��urtc�� f� �.he �it�► o� Fort �orth Y�as bee� pa�d, a�td thak� �here sr� �o ��aims �er�dir�g ��� persor��I �r�a�ry andJ�r grop�rt� damage�. �k�� ac�eptan�� �y the Cantractor �� tl�� l�,s� o�e fir�al paymen� as a���esafd shal� opera�.� $s ar�d s��.Xl r�l�ase the Ow'r��r �ram all claim� or �i�bz�.��..�es t��der the �or�trsct �ar any'��ing �ior�� �� �u�nist�e� or r�]�a�it�g �o �he �varlt ur�d�� Co�trac� {���ut�er��s ar any a�t ar r,eglect o� sai� C�.��► �cela��ng �� oz �onr��ct�ed �ri�h ti�e Con�.�ac�, The rn���ne� of th� finaX �a�n�n� b�► th� �a�er �hall not r�li�v� th� Can��'a�c�or �� ar�y' guar�n���s or othe� �e�o�����m�t�ts of the ��t�tra�� �a�ur��ri�s t�hich �p��i�i��,��y cont�nu� there�ft�r. �9�8.9 AL�E40A�7i p� DE���I�: It i� t��de���ot�c� th�� the Own�x' be�ieves ��. h�� e�}�lv�►ed coa�pe�e�xt Er�gir��er� and desi�p��� �o �r�pare ��� ��n�r��� Dacum�r��� ar�d a�� modifi�$tfans �f the ap�roved �ontra�t D��urn��n��. i� ,��, ther�f�r�, agr�ed �i�at the �wn��e shal� �e rre�pan���J�� �or the a�d��uac�r o� �ts awn de�,�qn featur�e, $�tff i��ency o� the Co�tx��,c� ���urn����, �h� safet�► of the �t��ta�ure� ar�d �h� �r��tiaa�a��ity of the apera��ons �� ths c�mpleted pxo�e�� � provf�ed �he Con��ca�c�or has ��mp�.i,ed �a��?� �.he r���x���m��ts of the sa3d �antra�t Docum�rt�s�� a3� �pp�oved modifi�ations ��x�reo�, ��� a�diti�ns an� alterati�r�s ther�to appraved in w'ri.���ng by �.k�� Owr�e�. �'h� �u�cde�x �f p�o�� o� suci� co�np�i�nce aha].� �� upor� ��e ��ntractar to ehow ���t h� h�9 camp��ed �t�.tt� th�s said, r�qu���rn�r��s o� ��e ��ntra�t �o��neats, appa�over] �a��f f ic�tiot�s the��of , an� �11' app�oved ��d�tioas �nd �1�er�t,���s th��re�o. �8-�8h1Q G��]ERAL GUARA2�?"S�: �ei�t�e�C �he fir��� Certi�icat+� of pa�'m�,n� ��r any p�ov��ion in �he ��r�tract 1��cu�a�n�s nor par��a3 or er�ti�e occup��xc� or �sse �� the premf�e� by �k�� Dwr�er �ha�,� const�tute �tr� �������r�ce of worY� n�t dot�e tn a��o��lan�� �ri�h t�e �ontr��t �ocu�ent� or re�.3�ve t�� ��ntractar �f lia�����y �r� re����t �a ari� �xprees wa�rr�r��iee o� �esponsi�i�ity f�� f��].t�r �at�rial� o� �o�k�nar��h�.�. The �or�tra��oz ak�aY� reme8�► an�r �e�ects ox' d�ma��s t� th� work an� �6�8 (4� -'"'7f'# YS'J�rt-:'..t.:�efl -"�Crs=�'�'1i 1"=�'S-.�W1"J���.. y��t�}:�'ry��Y�...�. -- � � - ' �.� \ti �''+ • ' . +� _ �� R �.�-r *.�'�{i-�f,.'` -.4{C4' � ^:ct �tr;�,'fa'.� s"f* N��:fi4;-Ifi:�Y�yi.'f �.,� � _ :4•:. ' .f\.` �- + � • t .-- � �'� �.i� � +'.'-r � *�#_ ' �. `� T�� .ti � . . �'n �::�. r.#.'-:_ - . , - *- �� . •�., - ' + � _ � � i . ' y .r� ' - - - .. . . •i ' � .� � . . . � ' ' - • . ' - �e� #o� �►n�► dama�e to othe� ���3t resultir�g �here��ca�n vrh�.ch sk�a�I �p�ear within a peri�d o� �ne y�ar ��eaza �he date o� �ir�al a.c��pt�nce pf t�� w�r�C t�r��es� a�onc��� pericc3 i� �p�ci���d and�ha�� furn��� a good and su��#.�ter�� m��.r�t�n�nc� �onc� 3.s� the �mottr�� of ��0 �er�er�t of the ar�o�n� o� �h� �o�ttarac� which �h�11 asaura th� pe��ormas,ce of ��e ge�x�ral �u��r�s�tp a� abav� o�t�,in�. �he owner vril� give r�o�ic� o� obs�r��d de�ec�� �i�h rea�art�ble prampt�x��e, �A--8.J.1 �L�83�DZAR�[ V��lt�w Ar��+ �nd ��1 r�ork sp�ciff�a�.ly go�r��n�d �� doau�nentarp regui�em��ta fo� tl�� prx�je�t� au�h 2�s candition� impo�a� by the �l��e�, tho ��r�er��, Cor�tr��t Da��tsn�at� ��' th��e ��ecial Contr��t �c��um�r�t�� �n �rah�.ch r�o �p�c}fic it�m �o� bi� has ���r� pr�vfc��21 for �n �he �ropossl, ghall �e �on�id�re� a� a� �ubsidi��y i��rn �� �vork, t,3�e cas� �f which �h�ll b� inclu��d �r� th� p�'ic� b��i ir� �h� Pr��p��a1� �or eaci� �id �t�m. �ur�r�ce re�t�rat�on, ro�k excr►v��i,an aanc� c�ea�n�p a�e� gen�raZ it�ms o� wo�k �rhi.�h ��J.� �n �he ��tec�ory �� ��xbsidia�c� wr��k, ��Ra . �� r��s��Lr��►��or�� �x�����r��► a� ���z�: �s�t�r��L ma�� �� �3,3,ocate� ur�d�r �rarion� bi.d �Ltern� in �he Proposal �o �s��bl�eh u��� grice� �ar misc�Ila�te�u� place�ent o� m��e��.a�.. Thes� mat�ria�s st��Z�, b� u��ed o�ly �rh�r� �ire�ted by� th.� E�gi.x��e� f dep�r�dir�� on fieZ� cor�d��io�e. P�y��e,�t for suis���la��e�u� place�n�nt �� m�t�rial �ri13. �e m�c�� �or or�l� �hn� a�mo�n� of m�t�r�a]. used, mea�ure� to the nea�est ofl�W�e��il unit. Pa�rm�n� f��c ���ceL�arteot�� �la��rnent of mataria� $ha�� �� iM a��ordanc� witkx �h� �en��ea7. Cor�tra��� Da�urn�r�t� regar�le�� of the a�tuai �a��r�� ua�d �oar the �a�o�e�� . C�-6.13 �t�c��tD ri�cfl����S: Contr�c�or $�a�� ]�eep �rr �ee�oxc� a ca�y �f a�1 �pe�if,�cs��on�� pYans� �dde�da, �aodi�i.ca��or�s, �i�og �r�wing� �r�d �am���� �t �he site, ir� good a�cd�r ar�d ���o�a��d to �h��r ��1, �h�nge� ma�a durir�g the cor�s��u�ti.o�x pra�e�s. These �ha�1 1�e de�,irrered to Engineer �p�n ��mplatioa �� ��1� �7Ar�C, � C�-8 C5� ���� �� . ���������N���� ���������� �� ���� � : �-�. r SEC'TXON C1: SUPPLENIENTARY COIiTDrT��NS TO PART C- GEIiTERAL COI�TDIT�4NS A. General These Supplementazy Conditio�s amend or supplement the Genexal. Cond.itions of the Contract and ather provisions of the Contract Documents as indicated below. Provision� wluch are nat so amended or supplemented remain in full force and affect. �h i B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), shauid be deleted in its entirety and replaced with the fallowing: Partial pay estimates shall be submitted by the Contractor ox prepaared by the Ciiy on the Sth day and 20th day of each month that the work is in progress. The estimate �hall be proceeded by the Czty on the l 0� day and 25th day respective�y. Estimates will be ga.id within 25 day� follawing th� erid of the estunate period, less the apprapriate retain:age as set out below. Partial pay estimates may include acceptable nonperishable matez�als , . � delivexed to the work place whioh are to be incor�porated into the woxk as a parmanent � part thereo£, but which at the time of the pay estimate have not been so installed. If such __ rna�erials are included witivi.n a pay estirnate, paymeni shall b� based. upon SS% of the net _ voice value #hereof. Th� Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verifica#ion or th� preparation of the pay estimate, Fox contracts of less thau $40Q,000 at th� time 4f execution, retainage shall be ten per cent .(10%}. Far contracts of $400,000 ar more at �he time of execu�aon, retai�age shall l�e five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement wi.thin five (5) business days �ftex receipt by Cantractor o� the payment by City. Contractor's failure to mak� the requi�ed payments to subcontractors will authorize the City ta withhold future payments from th� Contractor untal compliance with this paragraph is accampli.�hed. It is understood that the partial pay estimates will b� approximat� anly, and all partial pay estimates and pa�nent of same w�ll be subject tQ car�ect:on in the estimaie xendered %llowing the discovery of #he mis�ake in any previous esfimate. Paxtial payment by Qwrier for the �unount of woxk done orr of its quality or su.�ficiency ox acceptanee of �he w�rk done; shall not release the Contractar oi any oi its respansibilities under �the Contract Documents. �_� The City reserves the right to withhold the payment of any partial estimate if the Con#ractor fails to perform the work in strict accordance with th� s�ecifications or akhex � � provisians of this con�ract, C. Part C o Ganeral C�nclitions: Paragraph C3-3.1 l. of the Gen�rai Conditians is deleted and replacad with D�3 of Part D- Special Canditions. . D. C3-3.11 1NSUTtANCE: Page C3�3 (6}: Delete subparagraph °`g. LOCAL AGENT FOR IlV�URANCE AND SQNDING" Revised Pg. I 1 fl/24/Q2 E. Cd-6.12 CONTR.ACTOR' � RESPONSIBLITY F�R D�4MAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and re�laced with th� �allvwing: Coniractor covenants and agrees to indemniiy City's engin.eer a.nd arclutect, and -the:ir personnel at the project site for Contractor's sole negligenc�. In additian, Contractar cov�nants and a�rees �o indernnify, hald harmles� and c�ef�nd, at its own expense, the Owner, its officers, servants and employees, from and against any and all clai,ms or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, �e work and services to he performed hereutider by Contracto�, its officers, agents, employees, subcantractors, licensees or invitees, whet�ier or not unv �uch inlu�v, dama�e or dea�h _�r eaused._ in whole or in_�art. b� the n��i�ence or nlle�ed ne�li�ence of dwner, its of�cer�. servants�_ar emn%vees Contractor li�kewise covenants and agrees fo indemmify a�d hold har�nless the Owner from �nd against any and all injur�ies to Owner's officers, servants and empioyees and any damage, Ioss or dest•rructian ta pr�perty o� tha 4wner azising fram the performanc� af any of the terms azzd eonditions of this Cantrac�, whether vr° nat a�a� such iniury or damaPe is, caussd in whole ar i�t na�t bv the ne�li�etace or� adle�ed ne�1'i�ence ofOwne�°, its a�cers, sepvurtts or emvlovee� � In the event Owner receives a kvritten claim �or damages against the Contractor or its subcontractors prior to final �ayment, final payment shall not he made utxtil Cantractor either (a) submiis to awner satas�aetory evidence that the claim has been settled andlar a releas� from tha claimant invalved, or (b} provides �wner with a letter frQm Contractox's liability insuranc� carrier that the claam has been re�'erred fio the insurance carrie�. The Dixector may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public wark from a Contractor agaitast whom a claim� for damages �s outs�ding as a result of work perfo�ned un.der a City Cantract. F. INCREASED OR �]ECREASED QUANTITIES: Part C� General Condi.taans, Section C4a4 SCOPE OF W�RK, �'age C 4-4 (1), revise paragraph C4-�.3 TNCREASED OR DECREASED QUANT�TIES to read as follows: . The Owner reserves the right to alier the quanti�es .of the work to be performed ar to extend or shorten the unprvvem�nts at any time when a�d as found to be necessary, and the Cantractor shall perform t1�e work as altered, increased or decreased at the Unit pric�s as established i�n the contrac# documents. No allowance will be made for any changes in lost or anticipated profits nor sha1l such changes be cansid�red as waiving or invalidatin.g an.y condition� or provisions of the Contxact Docurnents, � Variafiions in quantifies af sanitary sew�r pi�es in depth categaries shall be interpreted herein as applying to the o�exall quantities of sanitary sewer pipe in each �ipe size but not to the various �.epth categories. � Revised Pg. 2 i 0124IO2 G. C3d3.11 INSURANCE: Page C3�3 (7): Add subparagraph "h. A.DDITIONAL IlVSURANCE REOUIREMENTS" a. The City, its oificers, employees and servan�s shall be endorsed as an additional insured. on Contractar's insurance policies except�ng employer's liability insurance coverage under Contractor's waxkers' compensation insurance policy. i�` b. Certificates of insurance shall be delivered ta the City of Fart Worth, contract �� admi$istratar in the respective department as specifi�d in the bid documen�s, 1000 o T'hrackmorton Street, �ort V�orkh, TX 761 p2, prior to commencement o� wark on the colrteacted project. c. Any fail.ure on part of the City to rec�uest r�quired insura�ce �ocumentatian �ha11 nat canstitute a waiver of the insurance requ�rert�ents specified herein. d. Each insurance policy shall be endarsed to provide the City a minimunn fhirty days notzce of eancellatian, non-xen�wal, anci/or ma#erial change in palicy te� or eoverage. A ten days notice shall be acc�ptabie in the e�ent of nan�payment of premium. � e. Insurers must be authorized to do busineas in the State of Texas and l�ave a cutrent A.M. Best rating o�A: VII or equiva.lent measi�re offman.cial strength and solvency. f. Deductible limits, or sel� firnded retentian Iimits, on each policy must not exceed __ $10,000.00 per occurxence w�iless atherwise approved by the City. �. Other ihan �uvorker's campensa�ion insurance, iva. lieu of traditaanal, insurance, City may consider afternative caverage or risk tr�atment m�asures thxough i�nsuranca paols or risk retention groups. The City must approve in writing any alternative co�erage. h: Workers` cnmpensation itzsurance policy(s) co�ering employees employed on the project shail be endorsed wit.�. a waiver o£ subrogation p�roviding rights oi recavery in favor af ihe City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor"s insurance. j. Contracior's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self funded ar commercial ca�verage maintained by City shall nat be called upon to contribu#e fio loss recavery. k. In the cauxse of the proj ect, Con#xactor shall repa�rt, a n a tzmely manner, to City's o£�feially d.esignated contract administrator any knowrf �loss occurrence which cfluld give rise to a liability claim or lawsuit or which could rasult in a property Ioss. Revised Pg. 3 10/24/42 1. Cvntractor's liabilit� shall not be Iimited #a the specified amounts o�f aansurance required ner�in. m. Upon the request oi City, Con�racto:r sha,ll provide complete capies af ail insurance policies required by these contract documents. H. C$�8.4 SCOPE OF PAYMENT: Delete C8-$.4, Scope Qf Payment at page C8�8{J.} is deleted in its entirety and replaced with the following: The Contractor shall r�cai�a and accept the compensa�iaa as herein provided, in fiill pay.men� for furnishing a11 labQr, tools, ma#eria.�s, and incidentals fox performing all work contemplated and embraced under these Gvntract Documents, �or all lass and damage arisin,g aut af the nature of the work or frorn the aetion a� the eleinents, for any unfaxeseen d�feots or obstructions whzch may arise or be� encountered during fhe prosecu�ion w�ich may arise or be encQunterad auring the prosecution a£ t�e work at any tim,e before its final accegtanoe by the Owner, (except as provided in paragraph CS�5.14} for all �isks a� whatever description connected vvztb, the pro��cu�aon of the work, far all expenses .inciu�ed by or in cansequence of the . suspension or discon�n.uance af such prosecu�ion of the working operations as herein specified, or any and a11 infri.ng�ments of patents, trademarks, copyrights, or oihex lega.l reservations, and for completing the work in an acceptable manner accarding ta the t�rms of th� CQntract Dactunents. The pa�ment o� any current or paztial estimate priar ta th� f nal acceptance of the work by the Qwner shall in na way consiitu#e an acknowledgment of the acceptance of the work, znaterials, or equipmen#, nor in any way prejudice or a�'fect the obligatians of �he Ca�at�actor ta repair, carrect, renew, or repl�ace at his own and praper expense any defec�s or unper�ectians in the constructian ar ua the strength or qua�ity of t�a material used or equi�ment or machinery furnished in or about the construction of the work under cnnbract and. it,� appurtenances, ar any damage dus or attributed to such defects, wluch defects, imperfec�zons, or damage shall have been discovere� on or before .the final inspec#ion and aceeptance of th� wQrk or during th� two {2) yea3r guaranty period after the final accaptance. The Owner shall be ihe sole judge of such defects, imperf'ections, or dasnage, an.d �lze Cont�actor shall be liable to tb�e O�wner for failwre ta correct the saYne as pravided h�rein. I. C8-8.1� GENERAL GUARANTY: Delat� C8-8.10, General Guaranty at page C8�8{4) is dele#ed in its entirety and replaced with the �olIow,in,g: Neifher fi1�e fina! certi�ioate of payment noz- auy provis �on in the Contract Doouments, nor partial or entire occupancy ar use of tha pre�nises by tb�e �wzier shall constitute au acceptance of work no� done in accordanoe with th� Contract Documents or reIi�ve the Contractor of liabil�ty in respect to any express warrn.nties or responsibiliiy i'or faulty materials or work�manship. The Gontractor sha11 remedy any defects or datnages in the wark and pay for any damaga to other vvark or property resniting therefrorn which shall appear wzihin a per�od of two (2) years from tlte date af f nal accaptance o£ the work unless a longer period is specified and shall furnish a gooc� an.d sufficient maintenanc� bon.d in the arnount of 100 percent af the amaunt of the conttact Revised Pg. 4 10/24/Q2 which shall assure the performance of the general gua7ranty as above autlir►ed. The Owner will give notice o� observed defects with reasonable prom.ptness. Any reference to any shorter period of time of warraiity contained elsewhere witJain the �pec'�ications shall be resolved in favor of t.his specifications, it heing the City's intent that the Coniractor guarantee its work %r a pe�iod o� two {�) years following the date af aeceptance of the project. In the Special Instruciions to Biddars, TPW contrac�s place the following in lieu of the e�isting paragraph 2. . J. Part C� Genexal Conditions, Section C2-2 INTERPRETATYON AND PREPAR.ATION . QF PRDP�SAL, Page C2�� (4) exchange paragraphs C2-�,7, C2�2.8 and CZ-�.9 with the followiing: C2 2.7 DELIVERY OF PROPO�AI.: No proposa� wi11 be considered unless it is delzvered, accompanied by its proper Bid Security, to the Purchasing Manager or his representa.tive at the official locatinn and stated time set forth in the "Notice ta Bidders." It is the Bidder's sofe respansibility to deliver the proposal at the proper time �o the proper plac�. The rnere f�,ct �hat a praposa� was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each prapasal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and th.e name ox descriptian of #he project as d�signated in the "Notace to Bidders." The enveIop� slaall i�e addr�ssed to the Purchasing Manager, City of �ort Worth Purchasing Di�ision, F,O. Bo� 1�027, Fort Worth, Texas 76102. CZ-2.8 WITHDRAWING PROPQS.ALS: Pro�asals actually filed with the Purchasing Manager ca�n.at b� withdrawn p�ior ta the time set �or opening proposals. A request �or non-cansideration of a proposal must be mac�� in writing, addressed ta the City Managex, and filed with him prior to the tim� set for tha a�ening vf propasals. After all proposais. nat requestecl for non-consideration are opened and publicly read aJ.oud, the propasals for which non con�ideration requests have h�en praperly filed.may, at the op�ion af the Own�r, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION QF PROPOSAL�: Any bidder may moclify �is propasal b� telegraphic commwaication at any t�me priox tn the time set for opening proposals, pravided such telegraphic communicatian is received by the Purchasing Manager pr�or ta the sazd piroposal opening time, and provided fi�rther, that the City Manager is satisfied that a written at�d duly authentieated conf'urnatian of such telegraphic communicatian ov�r th� signature of the bidder was mailed prior ta th� proposal opening tim�. Tf such confirmation is not received wi#hin f�rty-eight (48) hours after the proposal apening time, no fiar�her consideration wi1l be given to the proposa,� K. C3p3.7 BOND� (CITY LET PROIECTS): Reference Part C, General Conditions, dated November 1; � 987; (City �et proj ects) make ihe followiug r�viszans: Revised � Pg. 5 10/24IO2 1. Page C3�3(3}; the paragraph after paragraph C3-3.7d Other Bands should be re�ised to read: In order for a surety to be acceptable to the City, the sureiy must {ij hold a c�rtificate of authority irom #he Uni#ed States secretary of the treasury to �ualify as a surety on obfigations permitted or r�quired ur�der federal law, or (2} hav� obtained r�insurance far any liability in excess af $'[ D0,0�0 irom a reinsurer that is authori��d and adrnitted as a reinsurer in the state af T�xas and is the halder of a certificate af authorify from the Untied States secr�#ary of the treasury to qualiiy as a surety on a�ligatians permitt�d or requir�d ur�der federal law. 5atisfactory proaf af any such reinsurance shall be provide�d to the City upon request. Th� City, in its sole discre�ion, will determine the adequacy of the proof required herein. 2. Fg, C3�3(5} Paragraph C3-3.11 II�TSURANCE de�ete subparagraph "a. COMPENSATIaN IlVSURANCE". 3. Pg. C3-3(d�, Paragraph C3�3.11 INSURANCE deXet� subparagraph "g. LOCAL AGENT FOR INSURANCE AND S�NDTNG". L. RIGHT TO AUDIT: Part C� General Conditions, Sectzon CS�$ MEASUREMENT AND PAYN�NT, Page C$-S (S), add t11e following: C8-8.14 RZGrHT TO AUDIT: {a) Contractor agrees that the Ci�,y sha1l, ut�.ti� the expiratian o�three (3) years after fiz�al payment under ihis contract, have accass ta and the right to e�amine and photncopy a7ny directly pertinent books, documents, �apers and �ecards af the Coni7ractar in�olving transac�ans relating to this coniract. Contractaz agrees that the City shall ha.ve acoe�s dur�ing normal working hou�rs to all necessary Contractor facilities and shall be provided adequate and app�opriatc work spac� in arder to canduct audits in campliance witii the provisions of this section. The City sha11 give contractox reasonable advance notice o� intended audits. (b) Cantractor further agrees ta include in-a11 its subcontracfis hereunde� a provision to �lie effect that the subcontractor agrees th.at the City shall, un1i� f.he expirafian of three (3) years after final payment under t1n,e subcantract, have access to aud the rig�t to exa.mine and phatocopy any direc�ly pertinen� books, documents, pa.pers and xecords o� such subcantractor, involving transactions to the subcoz�tract, and furthe:r, that City shall have access during narmal working haurs to all subcon�ractor facilitias, and shall ba pro�ided adequa.te and appropriate work space, in. ordex ta conduct auciits in compliance with the provisions of this article. Ci.ty shall give suboontractor rea�onable advance �no�ice of intended audxts. (c) Con�aatar and subcan�xac�ar agiree to photocopy such dacuments as may be requ�sted by the City. The C�ty ag,rees to reimburse the Cantxactar for the cost of copies as fallows: � Revised Pg. 6 � aza��az � 1, 5Q copies and under a IO cents per page 2, More than SO copzes - SS cents �or ihe first page plu� fif�:ee1� cents for eaoi� p�.ge ��ereaft�r M. SITE PREPAR.ATION: ,,- The Contractor sha11 cIeaar rights-of way or easements of abstr�,tction wlrich must be �remaved to-make pos�ible proper prosecution of the work as a part of this pxaject consixuction operafions, The contractor's attention is d%reeted to pa�ragraph C6-6,1 D work T witbin easements, page C5-6(4), part C- G�neral Conc�iiians af the Water D�partment ; I Ge�eral Cantract Doaument and G�neral Sp�cifications. Clearing and restaratian sha11 be considered as inciden� ta construction and all costs i�ncurred will be considered to be included in ihe Linear Faat price o� the pipe. N. Raference Part C- C�enerai Conditions, 5ection C6�6.8 BARRICADES. WARNINGS AND WATCHMEN: 1. Wherever tlie ward Watchmen appears in this paragraph, it shall be cha�ged ta the word flagmen. 2. In the first paragraph, lines five (�) and six (6), change the phrase take all such othex precautionary measures to take all reasonable necessa�y measu;res. O. MIl�TORZTY/WOMEN BiISINESS ENTERPRISE COMPLIANCE: Reference Part C(G�neral Conc�itians), Section C3�3.2 En�itled "MZNORITY BUS]NE�S ENTERPRISE/WOMEN-OWNED BUSINESS EN'T'ERPRT�E CaMPLiANCE" shail be deleted in its entirety and replaced with th� following: LT�aon request, Contractar agrees to provide ta Own�r complete and accurate in%rma�ian regarding actual work pez�'ormed by a Minarity Business Enterpri,se (1VIBE) and/or a Woman Business Enterprise (WBE} on the contract and payment therefore. Contractar fi�rtiier agrees ta permit an audit and/or examina.tion of any books, records or fzles in its possession fi$at will s�tbstantiate the acival. work performed by an MBE and/or WBE. The misrepres�ntation of facts (other #han a negligent misrepresentation) aud/ar the comu�ission of fraud by the Contractor will be gro�nds fox termina�aon of tb.e con#ract and/ar initiating action unde:r appropriate fedaxal, state or locallaws or ordinances rela�ing to false staiem�nts; further, any such nusrepresentation (other #han n�gligent misrepresentation) and/or commissivn of fraud will result in t�.e Cantraetor b�ing determined to he irresponsible and baared from participating in City work for a period a� time af not less than thee {3) years. � Revised Pg. 7 1 Q/24/02 p. ��,Y_+��'��f!..'Y�ii ��,��`���...���_.� {�;�,�`�;�� ,a_:[ ��`r,v�.ci�i��FC������ie�n� ��..�r. I f��.����f;5��lr,•,v;��-�±,..T. . . . �::•� ��� �--�-� -�--� --,,,,......-._. .,._. . ... . -.��.-- �-_.�-- , .t ... _,_ __....-- �---�-:.... :_.: .._. . .. i .. 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'iji�t����3>i�:��-�sh�����t4����;:�:;��a�.�ic�1� v�<<i�ti•s l�i4iCl��4�!�L:.!\1��+���r���;��r.�-7=�t��� t�4vnrti;s�;:i�afl���E�"�.�?�i�'n_�si��={371 �- �t-.-, . ���I�'�I{4I��i��1�'°�1c���r,���r_i�S��cG��i�;1 k;.���1;����:i���:=:-:�'};�-,j��'ti��r��i�ir�����f,:����t��c:i;:��'=���;'�.�s:_f�1tt_?�� � �rU��i 4.;� � `� ..: �'' �}fQ��. ��: h.'';�i1x-9�` hi�s�i�i,��'r—, c � ". .. _ -- - - ��'; .���-3 ... t,i.� �!# � L s�r:� ��..1''I�.�� ��4��r��ra+�ii�f=��].�[l it������y ���« �L�� ��r��i.i�-�3��:�t.;��-:t«���4��=�lf��l�;q � � �[iL��.ci�iS1'4�E[�.1'�J�� C.���ii1:?t��'��4�lCj_1:.�'�kliiS4�'r3;?�[�.`S:i�.;li�i7,,.;:�?� �17i.��'.[';'�� ��_�' ��4�i�1����;�i���.�-�5a��1�.��=�Gi���ti�i�n� �wl�i���tt�:.��i����E�t������t�ai] ��.i�io.ci: �r�vhi��:�7cti�� ���.rs-�'c.�s; ��i�:����i;���ii=i�; ��;i�1ril�v�T; i,�J:l'i���L3� �:{]Tl[l's�f'�=�3"��lt,� �C!131�3�L���.�'!l�'l k���:�rCt}l]fJ'C�[xl��t1�5 C�i~.��il(4C14ti'.'����7-`?�;Jj_�`�',?�i �i€�ti��Y�I�si�;l���.C"��c��; ---� - � - - . _ ._ . . . . . . . . _ _ . �,4�.'�°i.. � :i 9 .��` ,S°k'�:�� } � 4_� �-� � S:�'7:�'r'�^..�, "* � �S{9.."�n Re�vise� Pg. $ I0/24/02 PART D � SPECIAL CONDZTIONS TABLE OF CONTENTS _ ITEM 11 � D-1 D-2 D-3 D-4 D�5 D-6 D-7 D�8 D-9 D-10 D� 11 Da12 D-13 D�14 D-I S D-16 D-17 D-18 D�19 D-20 D-21 D�2� D-23 D-2� D-25 D �G D-�'1 D-28 D-29 D-30 D-31 D-3� D�3� Dy34 D-35 D-36 D-37' D-38 D-39 D-4Q D-41 D-42 TABLE OF GONTENTS General Project Designatior� Right To Auclit Project Signs Purging and Sterilization of VPater Lines Wags Rates CQordinataon wi�ih Fort Worih Water Depar�ment Dewatering Crossing af Exisiing Utilities Exis�ing Utilities Exploratory Excavations . Tes� Holes Subst�tutions Concrete Sidewalk and Driv�eway Replacement Cr�zshed Limestone Backfill 2:27 Concrete Pavement Repaar (�2-19) Pavem�nt Repai�r in Parking Area Trench Safety System Sanitary Sewer Mar�hales Sanitary Sewer Services RTater �ervice� Removal, Salvage, and Abandc�nment oiExis�g Facilities Valve Bloc�ing Ductile-�ron and Gray-Iron Fiti�ngs De�ectable Wam�ng Tapes Concrete Cylinder Pipe and Fiti�ngs Type of Casing Pipe Minority/Women Bu:�iness Enterprise Compl�iaace Valve Cut-Ins Connection of Existing Mains 2-Inch Temporary Sarvice Line Easements and Permits Highway Requirements �oncrete Encasement �onneciion ta Existing Str�a.ctures Bid Altematives ' Site Prepaxation Submission of Bids Cancrete Riprap Temporary Pavement Repair Interpreta�zon and Preparation of Praposal PART D - SPECIAL CONDI"TIONS TABLL OF CONTENTS ITEM D-43 D-44 Drt45 D-46 D�47 D-48 D�49 D-SO DP51 D-52 D-53 D-54 D-55 D-56 D-5'� D-58 D-59 D-64 D-61 D-62 D-63 D-64 D-65 D-b6 D-6'� D-�8 D-69 D-70 D�71 D-i� D�73 D-74 D�75 D-76 D-77 D-78 D�79 TABLE OF CONTENTS Bonds (Ciry Let Projects) Bonds (Develaper Let Project�) Bazricades, Warnuings and Flagmen Turbo Meter With Vault and Bypass Installatinn Disposa,l of SpoiUFill Material Temporazy Eraszan, Sediment, and Watear Pollu�ion Control Ope;n Fire Lxne Xnstallations Hydro Mu�ch S�eding and Sodding Te�evision Inspection af �anitary Sewer Lines Water Sample �tation Additional Inst�rance Reqwirements Warkers' Compensation Insrarance 4perat�ing and Maintenance Manuals Tranch Excavatiori, Backfill and Compac�zon Shop Drawings Post�Consiarruction Television Inspec#ior� of Sanitaty Sewers Specification Refe�re�ces Vacuum Testing o� Sanitary Sewer Manholes Samp�es and Quality Cantrol Testing Pratection af Trees, Plants, and Sai1 Partial Estimates and Refiainage Work Near Pressuxe Flane Boundaries Proj ect Clean-up Project Sche�.u�e � 1 %Z " & �" Capper Services Pratection ofExisting Curb and Gutter Confxactar'� Responsibiliiy for Daznage Claims Public Notification �riox to Beginn.ing Constr�xction Traffic Control HMAC Testing Proeeduxe Pre-Construction Neighborhaod Meeti�g Tncreased or Decreased Quan�ities Construction Stakes Sanitaay Sewer Serv�ice Cleanauts Pratec#a.ve Manhole Caating Far Ca�rxosion Protec#ion 1Vletering Water During Construction Pipe I�nstalled By O#her Than Open Cut pART D - SPECIAL CONDITIONS D-1 G�en.eral. Subj ect to modi�ications as herein coniained, the Fort Worth Wafier Departrnent's General Contract Document� and S�ecifications, effec�ive J�y 1,1978, with t�e latest revisians are made a part of the Can�ract Documents �or this project. Tlxe P�ans, Special Crnaditions and Provi�sions Dncuments, and the rules, regulations, xequi�remex��s, ins�ruations, drawings rnr details referred to by naanufacturer's name, n�ber or ident'�"ication included th�rein as specifying, referring or irnplying proc�uot can�rol, performanee, qualiiy, or other shali be binding upon the Contractor. The specifications and drawi.zags shall be considered cooperaiive; therefare, work or material cailed for b� one and not shown or mentioned in the o�her sha11 be accozr.�plished or fuxnished in a:faithful ma�naa.ex as though required by all. 'I'he order or precedence iu� case of conflicts or discrepan;cies between variaus parts of the Cantract Dvcunaents subjecfi to the ruling of the Engineer sha11 generally, but not necessarily, follow the guidelines listed balow: 1. Pl.ans �, Contract Docuz�e�.ts 3. Gexa.eral Cantraet Documents and Specifications The following Special Conditions shall be applicable to this project and shall gavern ove�r any confliets with fihe General Contract Documents und�r tlze provisions stated abov�. D�� Proiect Desf�nation: Constrnction under these Spacial Documents shall be pe�'armed w�der �tt►e Fort Waz�th Waie�r Department Project Desigaations: Water Project Number PW160-060160151850 , Do3 Rip.ht To Audit: RIGHT TO AUDTT: Part C- General Condi.�ions, Section C8-8 MEASUREMENT AND PAYN�NT, Page CS-8 (5), add the follawing: "C8-8.14 RIGHT TO AUDIT: (a) Cantractox agrees that the City shall, un�il the ex.piration of three (3) years after �inal payment under tlaas contrac�, have access tc� atid the right to exarnine and photocopy any direct�y pertir��exrt books, �OCUTll�llt5� papers and records of the Contractor invol�ing transactions relating to this caniract. Cantractor agrees that the City sha11 have access dUring norn�al workiug �ours to all necessary Contractar iacilities and shall be provided adequa.#e a�d ur�,�„r� �ats work space in order io eonduct audits xn co�liance with the prpvisions o�this sec�ion. The Ciiy shall give contractor reasonable advance nntic� o�Fi.��tendect audits. (b) Cnntractor further agrees ta includ� in aJ.l its subcontracts hereunder a provision to the effect that the subcontractnr agrees tliat tha City sha11, uniil the e�cpization of three (3) years after final payment u�der the subcontract, have access to a�nd the right to exa,rnine and photocopy any directly' pertinent books, docurn.en�s, papers and records of such suboo�tractor, involving tzansactions to the subcontract, a�ad further, that City sha11 �!3iJ have access during norma� wari�ng houxs to all subco�t�actor facilities, and sl�a.11 be provided adeq�te and appropriate work space, in arder to conduct audits in com�liance wiily the prov�isiuns of this article, Ci�y shall give subcantractiar reasona.ble advance notiice of intend�d audits. (c} Can�raator azad subcontractor agree to photocopy such docurnents as may be reqaested by the City, The City agree� to reimburse the Contsactor for the cost of copies as £ollaws: 1. SQ copies and under - 10 cents per page 2. More than 50 copies - 85 cents %r the first page plus fifteex� cents for each page thereaf�er. D-4 Pro�ect Si�ns: Project Signs are requixed at all l�cations which will be under constxuction for more than tlxirty (34) ca�endar days as indica�ed in Part B Propasal. Praject Signs sha11 be in accflrdance with Figure 30 (dated 5-28-89) of the General Cont�act Docurnents. The signs may be ra�ounted on skids or on posts. The exaet �ocatians anc� �anethods of mounting s�alt be approved by the engineer. Any and a11 costs �or the required ma,terials, labar, and equipment necessary fox the fiirnishing of Project Signs shall be ennsidered as a suUsidiary cost o£the praject and no additional compensation will be a�lowed. D-5 Pur�Un� and Ster3lization oi Water Li�es: Be%re being placed into service all newty aanstructed waier �ines shall be p�r�ad and sterilszec� in accordance with E2-24 of ihe General Contract Docume�r��s and Specifications �c�pt as modified her�in. The City will fizrnish all watex fox INTTIAL cleaning ax�d sterilization of water 1in�s. Ali ather znaterials fnr construction af the proj ect, including appropriately sized "pipe cleaning pigs" and chlnrinated lime (HTH) shall be funnashed by the Con�ractox. Chlorinated lirne (H'I'H) shall be uscd in sufficient c�zan�ities to provide a chlorine zesidual of fifly (5D} PPM. The residual of free chlorine �ha11 be rneasured after 2A� hours and shall not be less than 10 parts p�r mil�ion of free chlorine. Chlorinated water s�all be dispa�ed of in the sanitary sewer system. Should a sanitary sew�er not be available, chiorinated �vater sha�l be "de-chlorinated'° p�ior to disposal. The line �ay not be placed in s�rvioe unti� two suceessive sets of sannples, talcen 24 haurs apart, have met the established s�andards of purity. Purging and sierilizatioza of the water lines s%all be cansidered as incidental �a the projeat and all costs incurred w�ill be considared to be includ�d in the linear foot bid price af the pipe, D-6 Wa�e Rates: �ection C3�3.13 ofthe General Conctitions is deleted and replaced with the %llowing: (a) Tha conhactor sha11 comply with a11 requi.xements af Chapter 2258, Te�as Government Code, including the payment of $ot less than �ha rat�s deterrnined by the City Council af the City of Fort Worth to be the pre�ailing wage rates in accordance with Chapter ��SS, Texas Govez�ment Code. Such �revailing wage rates are inc�ud�i in �hese contract docwments. {b) The contractox sball, far a period of three (3} years following the date of acceptance of the work, maintain recard� that shavv (i) the name and aceupatian of each worker emplayed by the contxactor in the constrq.ction of the woxl� praviided �or in this contract; and {ii) the actual per D-2 diem wagss paid to each worker. These record5 shall be apen at all reasonable hours far inspect�on by the City. The pra�visio�ns of A-3 Right to Audit pertain to tlus inspection. {c) The contractor sha11 include in its subconiracts and/or shall otherwise require all af its subcontra.ctors tv comply with paragraphs (a) and (b} above. (d) With each partial payment estimafe or payroll period, whicheve� is less, an affidavit sta#ing that the con#ractor has complied with t1�e requirements of Chapter 2258, Texas Gavernrnent Code. The contractor shall posf the prevailing wage rates axi a canspicuaus place at the site of the proj ect at a11 times. D�� Coordinat�on with Fort Warth Water Deua.rtment: During the const�uction nf this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shali be req�red to coordina.te vv�th the Wa#ear Department to determine the b�st times for deaciivating and aativating those lines. D-S Dewaterin�: 'Fhe Contractor sha11 be r�sponsible far deternnining the method a� dewatering operation for the vvaterr or sewage flows from the existing mains and ground water. The Con�xactarr sk�all he responsible for damage of any na.ture �res�Iting from the dewat�ring operations. The D�SCHARGE frona azxy dewateririg operation sha11 be conducted as approved by the Engineer. GroUnd water sIaall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a constructior� a,nd ai1 casts incurr�d will be cansidered ta b� included i� the linear foot bid price of the pipe. DQ9 Cross�n� of E�stin� Util�ities: Wher� a praposed water line cras�es over a sanitary sewer or sanitary sewer service line andlor a praposed sew�r line crosses over a water �ine and #aae clea�r veriical distanoe �s less than 9%et barrel to barrel, the sanitazy sewer or sanitary sewer service �ine s�aail be znade watez tight or be constructed a� ductile iron pape. Tha required length o� replacement aha11 be deter�nined by the Engineer, The material %r sanitary sewer main.s and sanitaay sewer laterals shall be Class 51 Duct�le Jxon Pipe wa�h polyethyiene wrappin.g as specified in Ma�erial Standaz�d E1-6 contained in the General Contxact Documents. Tlae maierial far sanitaay sew� sezvice 3ines sl�all be ext�a stren,gth cast iron soil pipc vvith polyethylene wrapping as sp�cified in �Che General Contract Docuznents. Adapter fittinga sha11 be a ur�thane or neoprene coupling A.S.T.M. C.-425 with series 340 Stainless Stee� cos�pression straps. Payment far work such as hackfill, f itings, t�e-ins and a11 other associated appurtenants requir�d, sha11 be included in the linear foat price of appropriate bid item. I D�3 D-10 Exis�in� Ut�litie�: The p�ans show the loca#ions of a11 known surface and substtrface stntctures. However, the Owner assumes no responsibility £or failure to show any or a1I of these stxuctures an the �1ans, or ta show them in t1leir exact loeation. It is mutually agreed that such failure shall not be cansidered su�ficient basis for clairns far additional compensation for �xt�a wa;rk or for increa,�irng the pay quantiries in any manner whatsae�rer. The Contractar shaIl be responsible £or verifying �he locatia�s of and protecting a11 existin$ utilities, service lines, or other properky crossed or e�posed by his consfiruct�on operations. Cantractor shall make a11 neeassary provisions for ihe suppart, protection, reloca�ion, and ar t,�rnporaty relaoation of all utility poles, gas �ines, tele�ahone cables, utility services, r�rater mains, sauitary sewer Iines, electrical cables, drainage �ipes, az�d a� other u#ilities a.nd structur�s both above and below ground during construction. The Coritxactar is liable for a11 damages done ta such existing facili�ies as a result of his operations and any and all cost incurred for the protecrian and or temporary relacatian of such facili�ies sha11 be iancluded in fhe cost bid per 1ir�ear foot of pipe installed. NQ ADDITI4NAL COMPENSATTON WII.L BE .ALLOWED. Whare �xisting uixlities or seivice lines �re cut, broken ax daxnaged, the Cont�actor shall replace or repair the u�ili�ies ar service Iines with the s�rne type c�f ariginal materi.al ax�d construction, or better, unless o�herwise shown or noted an the plan,s, at his owz�. cast and expense. The Contraatar shall immediately no�f}r th� Owner of the damaged ui�lity ar setvice li�e. He shall cooperate with tl�,e oumers of all utilities to lacata existing underground facilities an.d notify the Engineer at onee of ar�y conflicts in �gractes and aligtunent. In case it is necessary to change ar mave the property of any owxier of a public utility, such property shall nat be rnoved ar interfered �uvith un�il ardezed to da so by the Eng�eer. The right is reserved to the owner c�f public u�ilities to enter upon ihe limits af the pro3ect for �e purpose of rnal�ing such changes or repairs, of �heir property that may be nnade necessaxy by perfarmance af this cnntract. De11 Exnlaratory Ezcava�Ffions: In addition tn those areas as may be designated on the Drawings, it sha11 be the Contractox's xesporasibility to excavate ar�d locate existing utilities which may affect construction of the water and/ar sewer facilities. A11 exploratory excavations shall occur �'az enough in advance to pex�nit a�y �ecessary , reiocation to be made �rith i�num delay. All costs incurred by the Contraetor in ma.l�ng exploratory �" excavations sha11 be cansidered to be inciuded in tl�e unit �rice hid for cozasi�acting oi waterlsewer l�i�ae or the assoc'rated structures. .D��� Test Holes: The xna.i�er oi subsurface exploratiori to ascertain the nature of 1he soils, inaluding the amount of xock, if any, thraugh which this pipeline installation is to be made is the respansibility af any and all prospec�ive bidders, and any bidd�r on tIus prnject shall submi,t his bid under #3ais condit�on. VVh�etb.er pxospective bidders perfarm this subsurface e�plorat�on j ointl�r or independently, and whether they m�ake such determinatiana by the use o:f test holes ox otY�er means, shall be left to the discret�on af such praspective �idders. The cost af t�ae rock removal and other associated appurtenants, if required, shall b� included in the Iinear �oot bid pz�c� of the pipe. D-4 D-13 Substitntions: The specifications %r xnaterials set ont the min;mum standard of quality wb,ich the City believes necessary to procure a sat�sfactory projact. No subs�itu�inns vvill be perx�ni.tted until the Contractnr �as xeceived wr�itten permission of the Engineer to mak� a subs�itu�ion for the material which has been specified. Where the term "or equal," or "nr approved equal" is used, it is �understood that if a rna.terial, product, pr piece of equiprnent bearing �t1�e name so nsed is f�nished it will be approvable, as the partic��lar trade name was used :for the pu�pose af est.a.blishing a standard of quality acceptable to the City. Xf a product a� any a�.er name is proposed %r use, the Engu���r's appro�al thereof rnust be obfiained before the propased subsfitute is procured �y the Can�ractor. V�k�ere th� tarm "or equa�," or "or approved equal" is not used in the speci�cations, this does not neeessarily exvlude altern��ive i�enas or m�a.#erial ar equipment which ma.y ac�omplish the intended piupose, Haweve�, the Contractor shall have �he full responsibility of proving #hat the prvposed substitution is, in fact, equal, and the Engineer, as the representa�ive of the City, shall be the solc judge of the accepia.bility of substitutions. The provisions of this sub-sect7ion as related ta "Substitutions" shall b� applieable to a11 scc�ions o�these specificatians. Da14 Conerete SidevvalE� and Drivg�v�y Renlacement: At locations in the project where mains are required ta be placed under �xisting side�valks and/or drivewxys, such sidewaZks and/or driveways shail be campletely replaeed iar the fi�i e�isting width, betvv�en e�czsting cnnstructian ar e�pansion joints with 300U# cancrete with reinforctng steel an a sand cushion in accordance with City of Fart i�Vorth Tzansportatian/Public iNorks Department Standa,rd Specifications for Construction, Item SU4, A� loa�tzoxas where mains are xeq�ed to be placed u�n,der existixi.g curb a�d gtitte:r, such curb and gutter shall be xeplaced to match type and geametry ofthe removed curb and gut�e� and sha11 be installcd in accordance wi� City of Fort Worth Public W�rks Department Standard Specification for Construction, Item 502. Payment for cuttting, backE'i11, concrete, £nrnung mat�rials and a11 other asaociated appu�rtenants �equired, shall be inoluded in the price bid. D-15 Crushed Lin�tone Bacld"ill: Wh�xe specified on the plans or dir�cted by t�� Engineer, cr�tshed limesiane sha11 be used for trench bacicfill o� this projeot. The material shall cos�form tn the apprapriate attached fig�re and D-item. �ayment for crusb,ed lim.estone baal�'x11 in placa gha�l be oonsidexed subsidiary to ax�d shall be included in the linear faot przee bid of t� appzt�riate BID TFEM(S} unl�ss otherwise dir�cted hy the Engineer. D�lb 2:27 Concrete: Transpartaiion and Pub�ic Worlc� Department typical Sections fo� Pavement and Trench Repair for U�ility Cuts Fig's 1 through 5 re%r to using 2:27 Concrete as base repair. Since t1�is callAout inoludes the word "aoncrete", the c4nsisten,t in1,�.�YxC�l�an of the Tra�sportati.o�a P�ablic Warks Depax�znent is that this raho speaifies two (2) saak� af cement per cubi� yaxd of concrete. Vllitli th.e exoep�ion of the c�men� content, all ather requiremerxt shall xneei ar ex.cc�d Transportation and Public Works Department standard speci�cat�cm item 4U6 Class D Concrete. � D�1� Pavement Renair fE2�X91: (E2-19): 'I�e �anit price bid under tize appropriate bid i#em of the propos�l sh�all cover all cost �or providing pavement repair equai to or superior in cornpositian, thicicness, etc., to e�sting �avement as detailed iaa. the Public Works Departrrzent typical sections for Pavexnent and Tzenoh Repa�x for Utility cuts, Figz�xes 1 thrtiugh 5. A11 required pa.ving cuts shall be zn�de with a cancrete saw in a true and $traight line on both sides ofthe trench, a miminr�um of twelve (1�} inches outside the trench walls. The trench shall �e bacl�ilied and ihe top nine (9) inches shall be �lled v�+ith required rn�terials as shown on paving details, compacted and level with tlae fia�ished street surFace. This �inished grade sSaalt be znaintai�ed in a serviceable condition un�1 the paving has been replaced. A11 residents' dxiveways shall be accessible at night and ovex weekends. It has been determined by the Transportation and Public Works Departrnent that the strip of exis�ing HMAC pavement between the existz�g gutter and tha edge of the trench pavemerit repair will not nald up if such strip of existing pavern.�nt is two (2) feet or fess in width. Ther�fore, at the locations �a the project whexe the trench r�rall is �ee (3) feet or less fro�n the lip of the exist-�ng gutter, t�e Coniractox sk�a,ll be required to remove th� �7cis�ing paving to such gutter. TI�e pa�ament repau� shall then l�e ar�ade frorn a minirrtum distanc� nftwelve (12} inches ou�tsid� �he tre�ch wall nearest ihe eenter of the street to �he gutter line. The pavement sha11 be replaced wi�thin a nna�rimum of five (5) v�rnrking days, providing jnb placement conditions will permit repaving. �� paving cor�di�io�ns are not suitabie far repaving, in the npuxion of the Owner, the repaving sha1� �re dvne ai the earli.es� possible date. A permit nc�ust be nbtained from tha Departrnent of Engineering's Perxnit Deak by tt�e Contractar in confozxn,ation with Ordinance No. 3449 andlor �rdinance No. 7'92 to make utility cut in the �treet. City I�spectors will inspect #h� paving repair after consfxuc�ion of each water and/or sanitary sewer main replaoement. D-1$ Pavement Repair in Parking Arca: The unit price bid under appropriate BID ITEM�S) o£ the Praposal sh.a11 cove�r all cost for }�ro�riding pavement repair equal ta or sugerior iu� composit�an, thickness, etc., to exi.sting pavement. All �required paving cuts shall be made wi,th a concrete saw in a tz�uue a�d straight tine on both sides oithe trench, a rninimurn of twelve (l.2) izac�es outside the taretioh w�1ls. Th� tr�nch shall be baekf'�11ed and the top nine (9) inches shall be fi11ed w�i�tt� crushed limestone base nnaterial, compacted and 1eve1 with the finis�ed adjacent surface. This finis�Zed grade shall be xnaintaine�. in a serviceable candition, ivatil �he paving has been replacec�. DM�.9 Trench Sa£etv Svstem: �. GENERAL: This specification covers the �rench safety requirements for all iren.ch excava�iona in order to proteot �vorkers fram ca�veWins. The requirements of this item govern a11 trenohes for mains, manhol�s, vaults, service lines, and a11 other appurtenances. �a� 2. STANDARDS: The Iatest version of the U.S. Depar�nieni o�Labor, Occupational Safeiy and Health Adminis�ration Stanc3arrt�, 29 CFR Fart 1926, Subpart P-Excavations, are hereby made a parfi of this speci�icafiion and sha11 be the minitnum governiung requirements for trench s�fe�y, 3. DEFINITZONS: A. TRENGHES: A trench is referred to as a narrow excavat�on made helow �he surface oi tha ground in which ihe dep� is greater than the width, where the vsridth rr�easured at �he bottom is not greater than �fteen (i5) feet. If forms or other structures aze installed ox aonstructed in an exoavation so as to reduce the dirnensian measured from ihe foz�s or struc#ure to the side of the e�xcavation to iifteen (15) feet or less at the bottom o£the excavatian, the excavation is also considered ta be a trenoh. B. BENCHING SYST'EM: Benching xneazxs excavating the sides of �, txen.ch to form one or a sexies of harizontal levels or steps, usually witla vertiaa]. or near-vejrtical suriaoes betvveen levels. C, SLOPING SYSTEM: Sloping means excavating to form sidas of a trench that are �ciined away from the excavation. D. SHIELD SYSTEM: Shields used in trenches are generally referred to as "trench boxas" ar "trench shialds." Shield means a structure that is able to withstand the forces imposed on it by a cave-� and protect workers within the str�zcture. Shields can be permaaient sfructures or aan be designed to be portable and mave along as tkze wozk grogresses. Shields can be ei�her pre�a;an.ufactured or job built in accordance wi�h OSHA standaxds. E. SHORING SYSTEM: Shoring means a�tructure suc1� as a metal hydraulic, mechanical or timber syste�n that supports the sides of a�rench ax�d vvhich is designed to prevent aave-ins. Shoring systexns are generaily comprised of cross�races, v�rticat rails (uprigh�), horizontal rails {wales) and/or sheeiang. A�. MEASiTREMENT: Trench depth is the vertical measurement frorn the top of the e�isting graund to thc bottom of the pipe ox structures. The quantity of trench safety s�+stems shall be based on the lineax foot amount of trench dep�h greatex than five (5) feet. 5. PAYMENT: Separate paynr�ent wili be made only when �enc� excavations exce�d a dep�th of five (5) £eet and slaall be full cornpensation far sa£ety systazx� design,labor, tools, 3naterials, equipment and ' incidentals necessary for the installa�ion and xemoval of trench safety s�st�rns. Dn�O Sanitary Sewer Mant►oles: The �stallation, replace�nent, and/or rehabilitation of san:itary sewer manholes will be x�uired as shav5m an the plans, and/ar as described in these Special Contract Doc�unents in, addition to those lncated in the field and identi�ied by the Engineer. A11 rnanhnles shall be in accordance w�ith sections E1-14 Materials f�r Sanifiary Sewer Ma.nholes, Valve Va►�lts, Etc., and E2-14 V�u1t and Manihole Conistruction of the General Contrac� Docunaents ar�d Speci.fzcatians, unless amended or superseded by requirements o� this Special Canditzan.. 1. Goncrete Collars: Concrete colIars �nvhen indicated on �he plana wi�l be required as per Fi�. 12X . 2. Watertight Manlaole Tiaserts: Watertight gasketed manho�e ixaserts shal� be installed in sanitary sevver '' rnanholes when indicated on the plans, Inserts shalI be consi�oted m accordance with Fort Worth Water D-7 Department �tandard ElUO-4 and shall be �tted and ins�alled accnrding to the manufacturer's reaornmendations. 3. Lif�-Holes: All Iii� holes shall be plugged w�ith a precast concrete p1ug. The 1ift hole shall be seaIed an the outside of the rnanhoIe with Rarn-Nek or an approved equal sealani. The lift hole shail be sealed on tl�e inside of the manhole with q�,iick �etting cement grout. 4. Final Rim Elevations: A. Manhole rims in paxlcways, lawris, alleys, aad other i�npraved lands shall be �t an elevation no� more than one (1) nor less than one��alf (1/2) inch above th� surrounding ground. Baclrfill s�a1l provide a unifarm slope fram the top of xnanhole casting for nat less than t�uree (3} feet each direction to exis�ing �inisH grade of the ground. Thc grade of all surfaces shall be c�ecked for praper slape and grade by string Ii�ing the �n�ire area regraded near the manhole. B, Manholes in apen fields, unitnproved land, or drainage courses shall be at an elevatian showzi on the drawings or minimum of 6 inches above grade. S. Manhole Covers: AlI licis sk�all have pic� slots in lieu o£pic�C holes. Manhole frames and cavers shall be McKinley, 'Pype N, with indented top design, or equal, wi.th pick slots. Covera sha11 set fl�sh with the rim aithe frame and s1na11 have �.o large�r than 1/&-inah gap between fihe frame az�d cover. Bearing st�rfaces shall be machine iinished. Locking rnan�ole �ids and frames wi�ll be rest�ric#ed to locations within the i00 year flood p�a.in azad areas speoifically dessgnated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acc�pta,ble £or use whare Locking l�ds�are specifi�d. 6. Shallow Manhales: Shallow manhale construct�ion will be use�. when nnanhol� depth is four {4) feet ar less. A11 shallow rnanhales shall be built in accordance wit�i �'ig, 106 or per �'ig. 103 but w�ith a#lat slab top (no carFes seetions will be a.11owed}. Al� sha.l�ow rnanholes sha11 have a��" x 40" oast iron lid and frarne with piok slats. NOTE: MAN�iOL�S �'ER F�G. 105 WII,L NOT BE ALLOV�ED. 7, Manhale Steps: Nfl Manhole steps are to be installed on any Sanitary Sewer Manhnle. $. Exterior surfaaes of all manholes shall be caated witb two rn�op eaafis of coal tar epoxy paint, Koppers "Situmasiaa Super Setviae Black", Tn.emec, "46�450 Hea�vy Tn�mecol", or equal to a minimum of 14 mils dry fzlm thickness. 9. Mat�hole Joiu�t Sealing A. General: All i.nterior an:dlor exterior joints on concrete rnanhale sections construeted for the City of Fort Worth Watsr Depar��ment, exaluc3ing only the joints using a trapped type preformed Q-ring rubber gaslcet sha11 requirc bi�urnasric j oint sealants as pex attached �igure M, B. Materials: This sealant shall b� pre�ozrned and trowelable bitumast�a as naa.nufact�red by Kent-Seal, RamaNek, E�Z 5tick or equal, The join� sealer shall be supplied in either e�clxuded rope�fcrnn of suitable cross-sectiona� area or flat�tape fozm and shall be sized as reconnmended by th� �aanufacfiurer and approvec� by ihe Engineer. �he joint s�aler shall be prateetec� by a suitable remavable r�rrapper axid shall not in any way depend on oxidai�on, evapora�ion, or any other chemical action far eitber it� adhesive properties or coh�sive strength. T'i�e,�oint scaler sha11 remain totally flexible without shrinking, hardening, or oxsc�z�ng regardless of the leng�h af trme it is exposed ta the elements. Tlae naan.ufact�er sha11 furnish an affidavit �attesting to tk�e successful use o:f tl�e product as a prefbrmed flexibls joint sealant on. concrete pipe and manhoSe sections for a period af at least five years. M�:3 C. Installation o�Joint Sealani: Each grade adjus�amm.�nt rzng and xnanhole frame shall be scaled with the above speoified rnater��.ls. All surfaces to be in contaat with the joint s�alant sball be tharoughly clean of dart, sartd, rnud or other foreign matter. A primer shall be applied to a11 surfaces pri,ax to installing the joint sealant in accorc3ance vsrith the recommex�dations by the rnanufacturer. T.he pro�ec�a�e wrappex shall rernain an the joint sealatxt until immedia,tely prior to placement of the pipe vr� th,e trench. Ai�er rem�oval of the protectiv� wrapper, the jois�t se�lant shall be kept clean. Iustall frames and cover ov�r manhole opening with the �o�tom of the ringa xesi�ng on �ituzn�a,stic joint sealer. Frames and grade rings shx11 rest on� two (2) rovvs {inside and outside) of bitu.mastic j oint sealer. 10: Sealing aradlar Adjusting Existing Manhales: Excawate (xectangula�r fu11 dep#h saw cut if in pavement} adjacer�t to the rnanhole to expose the entire nnanhole frame and a minixnum of 6 inches of the manhole wall keaping the sides nf the trench nearly veztical. A. Remove rnanhale franae fronn the manhoSe structur� and observe the condition of tl�,e frarne and grade rings. Any frarne ar grade ring tlaat is not suitable for use as detez�ined by the En.gineer shall be replaced. Grade rings tha# are con�tructed of brick, block, oz mat�rials other than precast ea�.crete shall be replaced w�it1�. precast concrete rings, or whe�re necessa�y and approved by t1�e Er�gineer, a precast flaitop section. . Preeast concrete rings, or precast concrete flattop section will b� the only adju�stments aIlowed. B, In i�rick ar block �manholes replace the upper portion of the manhole to a point 24 iu�.ches below the fram�. If the walls ox cane section below this level are structurally uxisourid, nati£y the Engineer pxior to rcpl�cement of �he grade rings and rnanhol� frarne. F.�cisting brickwork, i� c�a�aa,aged by #he Coniraetor, s1�a11 be rep�aced at the Contractor's �p�e. C, Wire brush manhole frame and exposed manhole sutfaces to zemove dirt and loose debris. Coat ezcposed manhoie surf'aae5 with an approved bonda�ng agexrt £ollawed with an application of a quick setting hydraul�c cerxient to provide a smaoth worlan,g surface. D. If the in�ide diameter of the matshole is too large to safely support new adjustment rings nr iraane, a flattep section shall be i�nstalled. E. 7oint suriaces between the fiame, adjustment rings, and cone sectian. slaall be fr�e oidirt, stanes, debr�s, and voids to �nsure a vvatertight seal. Place a flea�ibl.e gaeket j oia�� material in two concentric rings along the inside and outside edge of eaah joint, or use troweial�le material in lieu af preformed ga�ket material. Position the bu�t joint faz eaah length of joint material on opposit� sides of the manhole. Na steel shirns, wood, stanes, or any mate�rial not specificaily accepted iay the Engineex may he used to obtain final surface elevation of the xna.nhole frame. F. In paved areas or fiutu�re paved areas, casl�ngs sha111�e installed by using a straight edge not less than ten {lq) feet lang so that the top of cas�ing will camfozm to the slap� and �'inish elevation af the paved surfaee. The top of th� cas�ing shall i�e 1/8 inch below the finislaed elevation. Allowances for the cQmpression of the joint rnaterial sha11 be made to asa�re a proper fmal grade eJ.evation, G. Al,l exposed exterior surfac�s shall be coat�d wit� two map coats af coal tar epoxy paint, Ko��rs "Bitumastic Super Service Black", Tnemec, "46-450 Heavy Tnemecol", or equal to a n ��mum of 14 �� a�y �r� ������5.. .� 11. Measurement and Paym�nt: A. The pri�e bid £or new/xeplace�ent rnanhole installations shall include a111abar, eqtuprr�ent, and materials necessary for canstrr�ction of the manhole including but not li�i�:d to joint sealing, lift hole sealing and extcrior surface coating. B. The price bid fox adjustir�g and/or seaXing of exis�ing manholes shall incJ.u�e all labor, equipment, and materials necessazy far a�ijUs�ing aand/or sealing the manhole including but not lunited io joint 5ealing, lifthole sealing and exterior surface coating. C. Payment for concrete col�a�rs and watertight manhale inserts, if required, will be made separately, based on the appropriate bid items. D�21 Sanitar� Sewer Services: Any reconnec�ion, relocaiion, replacerr�ent, or new �anitaiy sewer serviae shall be required as shown on �he plans, and/ar as described in �ese Special Contract Documents in addition to those lacated. in the fieid and it�entified by the Engineer as active sewer #aps. The service connections shall be constructed by th� Can�raatar utilizing standard factoxy manufaotured tees. �'ac�ory rnanufaahued saddle taps may be �s�d, but only a� directed by the Eng'rneer. The decision to use saddle taps as opposed to tees shall be mad� an a case by case basis. The Contraotar sha�l be responsible fox coordiaaating tk�e scheduling of tapping crews with building owners and the Engineer in order that the work be perforn�ed xn an expeditious nianner. A rnini�urn. of 24 hours advanoe notice shail be given when taps will be xequired. Severed service oonnect�ans shall be ma�i�ntained as specified in secixon CG-6.15. 1. SEWER SERVICE RECONNECITON: When sewer service reconnectior� is aalled for the Contractor shall vertically adju�t the existing sewex sez viee liz�e as required for reca�nec�ion and fi�rnish a new tap. The iittings used for verticai adjustment shall consist oi a maxi.mum b�nd of 45 degraea. The tap shall be located so as tc� line up wi,th the ser�ice �ine and avoid any horizontal adjustment. All sanitary sewer service lines shal� be replaced to the property line or easenn,ent line in alleys or easements, ta the back of curb in streets, ar aa direated by the Engineer. Procedures listed below foz �ewer �ervice Replacert�ent shall be adhered to for the installation af ar�y sewer service line iz�cXuding tIae incidental four (4) feet o� saz�vice line which is in.cluded ira the prica bit� f�r Sanitary �ewer Taps. 1'ayment far work such as backiill, saddles, tees, fittings, incidental four (4} feet of sexvice line and a11 other associated appurtenances required sha11 be izacluded in tla�e price bid fox Sazaz�ary �ewer Taps. 2. SEWER SERVICE REPLACEMENT: A11 building sswer serviees encountered during consi;ructian shall be adjusted and/or repiaced by the Con�ractor as directed by the Engineer as required %r there conneciion of the sewer service line. If'the sevaer servica line is in such eondition or adjusl�n�nt nen�ssitates th� r�placement of the sewer serwice 1ine, all wark shall be perfortned by a 1ic�nsed plurnb�r. The leng� of the replaoement sha11 be deter�ned by the Eng'rx�eer. Al1 sewer services shall be installed at a minimum of twa (2) p�rcent slope ar as appraved by the Engineer. Conneotion ta the exisfiin� sewe�r service Iine shall be made wit� appropriate adapter fit�ing. The fitting shall be a uretlaaz�e az neoprez�.s coupling A,S.T.M. C�4�S wii�► sexies 300 stait�less steel compression straps. Payrnent for wark and materials such as hacl�ll, pipe, �ittings, and a11 other associated worle for service replacements in excess of four (A�} lineax feet sha1l be included in the linear foot price bid for sanitary sewer service linc. Payment for all v�rark and rnaterial involving th� "tap" sha116e included in the price bid for sgnitary sevver se�vice taps. D-10 D��2 Water �ervices: The relocation, replacement, or reconnection af water services will be x�quired as shown on the plans, andlor as dese�ibed in �hese Sp�cial Csmtract Documen�s in addition to those Iocatec1 in the field and iden�ified by the Engineer. A11 service's shall be constructed by the contractar utilizin�g approved �actory xnannfactured tap saddles (when required) and corpora.tion stops, type K copper wa#er tubing, curb staps with lock win�s, rneter boxes, atid if required approved manufactured service branches. All materials used sha11 be as specified in the Material Standards {E1-17 & E1�18} contained in the Genez�al Coniract Document�. A11 wafier services to be replacad shg11 be iristalled at a minimum depth of 36 inches belovv final �rade. All existing 3/4-inch water service lines w�ch ara ta be replaced shall b� rcplaced with 1 inch Type K copper, 1-inch diametex t�p saddle when requirecl, and 1�inch corporaiion. All services whioh are to be r�placed or relocated shall be installed with tt�e servica main tap and service line being in line with the service rneter unless �therwise directed by the Engine�r. A minimum of 2� hours ad�vance notice shall be g7iven when service interrup�ion wil� be requirer� as specified in S�ction CS-5.15 INTERRUPTION �F SERVICE. All water servioe meters shall be aremoved, #agged, and collected by the contractor for pickup by the Water Department for recondit�oning or replacement. After inst��la�ion af the water service iva ihe proposed location and receipt of a meter from the project inspector the oontraator slaall insta,ll the meter. The met�.x box sha.il be reset as necessary ta be flnsh with exis�ing ground or as otherw�isc directed by the En�eer. All such work on the outlet side af the service zn,eter i�eyond �ive (S) f�et sha11 ba performed hy a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement ofr reioeation is required when the �- exis�ing serv�ice is lead or is too shallow #� avaid breakage during street reconstruaiian. The contrac�ar ! shall replace the existing sezvice line with Type K copper from the main to the meter, curb stog with lock wings, and corporation stap. Payxa�ent for all work and materials such as backf ll, ixtttings, �e K copper tubing, curb stap with laek wings, se�vice line adjusirnent, and any relncation ofup to lZ�inches from cent�r Iine existing meter location to center li�e propased rneter Iocation sha.U, be included in the Linear Fnot price bid for Copper Service Line from Main ta fiv� (5) feet behind Meter. Any vertiaal adjusi�nent of customer service line within the S font area shall be subsidiary to the service installation. Payment for all work azad materials such as tap saddle (if required}, cozporation stops, and fitCsngs sha11 be in.cluded in the price bid far �ervice Taps to Main. 2. WATER SERVICE REC�NNECTION: Water service recar�uiection is required when the existing serv�iee is copper a�d at adequate depth to avoid braalcage during sireet reoanst;tuction. The eontra�tor sha1�� adjust the existing ^wafier service line as required for �reconnect�on and fitrnish a new tap �rith corparation stop. The contractor wi111�e �aid for ane (1) Sernice Tap to Main for eaah service recormected plus far any copper service line used in excess of �ive (5} faet from Main to five (5) fee# b�hind the Meter. ' D�11 3. WATER SERVICE METER AND METER �OX RELOCA'T�ONS: When the rep�acemen.t and relocation of a water service and m�ter box is required and t�e lacation. o� th� rn�eter and meter box is moved mors tha� twelve (12) inches, as �easured f�om the center line of the existing meter Iocation to center fine of the proposed meter location separate �ayznent will be allor�ved for the relocation of service meter and meter box xelocat�or� Centerline i� defined by a line extendecl from the service tap thruugh the meter. Oz�y relocatians m.ade perpendicular to this centerline vwill be paid £or separaiely. Reiocations made along tk�e centerline will be paid for in feet of cnpper service iine. When relocation of service meter and meter box is required paymenfi for all work an.d materials such as backfill, fittings, five (5) feet of type K capper sezvice and a�l xnaterials, labor, and equipment used by and for �he licensed plurnber shall l7e included in the price bid for the service meter relocation. All o�er costs wi11 be included in o�er appropriate bid item(s), Tlus itern wi11 also be used to pay fox all service rnetcr and rneter bax reloca�ions as required by the Engineer when t�e service line is not �eix�g replaced. Adjuslxn�n� of only the �neter box and oustornex service �inie wit�in 5 feet distance behind the meter wi11 nnt jus�ify separate paymeni at �,ny tirne, Locations with �n�lti�le �ervice branches will be paid for as one searvi,ce meter and meter box relacatian. 4. NEW BERVICE; When new ser�vices are required the contxactor slaa�. install tap saddle (when required}, corporation stop, type K co�per service line, curb stop witk� locic wings, and rneter box. Payment for all vaork and materials such as backfill, fittings, type K copper tubing, and curh stop with loek wings sha.�l be inoluded in the Linear Foat priae bid far Service Line firom Mai3n to Meter five (5) fe�t be�ind the meter. Payrnent for a1t work and materials such as tap saddle, corpQration stops, and fittings sha11 be included in the price bid for Service Taps to Mains. Payment for aiI work and materials such as fiuvishzng az�.d setf�ung new meter box s�all be inaluded in the price bid %r furnish and set xneter box. 5. MUL'TIPLE SERVICE BRANCHES: When mul�iple service branches are requir�d the con�ractor shall furnish approved factoxy zraaau.factured l�ranches. Payxnent for multiple sezvice branches will includ� furnishing and insta�ling the muliiple service branch only axzd a11 other cost wi�l be included in other appropriate bid itern(s). 6. MULTIPLE STREET SERViCE LIl�TES T� SINGLE SEI�VICE METER: Any multiple service lines with taps servieing a single service meter encountered during canstruction ahall be re�iaced with one s�rvice line that is applicable for the size of the existing seivice meter �,z�d approved by the Engineer. 1'ayrnent shall be made at the ur�� bid price iu� the appropriate bid ite�n(s). D�23 Removal. Sal�a�e, and Abandnnment af Existing Facilities: Any r�moval, salvaging and/or abaudonn�ent of exi.stiz�g iacili�ies wi11 necessaxily be required as shov�m on the plans, and/or described in these Special Contract Documents in addit�on ta those located zn t�e �ield and iden�.�ed by tk�.e Engineer. This wark shall be d,one in accardance wi,th Secf�on E2-i.5 D-12 Sal�aging of Material and E2-27 Removing Pipe, of tk�� G�neral Contract Documents and Specifications unless am�nded or superseded by requirements of this Special Canditidn. 1, SALVAGE OF EXISTIl�FG WATER M:ETER AND METER BOX. Existuig water mster and rneter box shall be re�naved and returxied #o the Water Department warehouse by tl�.e cor�tractox in accordance with Sectian E2�1.5 salvaging of rnaterials. Backfill material for tha void meter box sha�l �e suita,ble excava�t�d rnaterial app�oved by the Engineer. S�rfaae restara�ion sha11 be compatible with existing surroundi�ng aurface and grade. If water rnain is to remain acti�re, the cnntractar will be required to plug watex service lir�e at m�in. 2. SALVAGE OF EX�STIlVG WATER NIETER AND CONCRETE VAULT LID: Existing water meter and concrete vaul� lid shali be re�noved ar�d returned to the Water Departrnent warehpuse by tk�� cant�actor in accordance with Sectian E2-1.5 salvaging o�materials. The concre�e va.ult sha11 b� de�molished in place �o a poix�t not less tk�an � 8-i�nches be�ow finaf grade. '�'.he conereie vault shai] then be bacicf'i�Sed and compaeted in accordax�ce with bacl�ill method as specified in Section E�-2.9 Bacl�'ill. Baakfill material shall be suitable excavated material approved by the Engineer. Surface restoxation shall be campatible with existing surroUnding surface and grade. 3. SALVAGE QF EXXSTING FiRE HYDRANTS: F�cistin� fire hydrants sha11 be removed and return�ed tn t�e Water Depa�nient warehouse by the cnntractor in accordanc� with Section E2-L5 �ahraging af , Materials. Tb,e void shali be b�.ckfilled and coz�apacted in accardance with bacl�ill method as specified in Section E���.9 Bsckf"ill. Sacl�ll Ynaterial sk�al] �e suitab�e excavated material approved b� the � Enguaeer. Surface res#aration shall be compatible with existuag surrounding surfaae and grade. 4. SALVAGE OF EXISTIl�TG GATE VALVE: Existing gate valve and valve l�ox and 1id shall be removed and returned to the Water Department warehouse by the oantra�tor in accardance with Section E2�1.5 Salvagirig of Materiats. The �oid area caused by #he Va1ve removal shall be bao�illed and avmpacted �ixx accordance with bacl�'i11 method as speaif ed in Sec�ion E2-2.9 Baakfill. Backfill material sl�all be suitable e�rcavated material approv�d by the E�gineer. Surface xes�ora�ion s1u�11 be cnmpatible with exis�ing sutraundi�ng surface and grade. If the valve is in a aancre�e vault the vault shall be demalished in place to a point no Iess t3�an 18" below �'mal gra.de. 5. ABANI�ONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned b� first closing the va��e to the fully closed position and demolishing the valve �ax in pIace to a point not less than 1 S-inches balo�r fi�al grade. Conc�e�e shall then be used as backfill material tQ m�tch existing grade. 6. ABANDONMENT OF EX�STJNG VALTLTS: Vaults ta be demoli�shed in place s1�a11 hav� the top slab an.d lid removed and vault walls demolished ta a point nat less �han 1$" below final grade. The void area caused shall then be baakfilled and coznpacted in accordance with backfill method as specified in Section E2-2.9 Bac1�'i11. Ba�kfill material sha11 be suitable excavated xnaterial approved by the Engineer. Surface restoration sha11 be compatible with the e�isting surrounding surface and grade. 7. ABANDONMENT OF MANHOLE�: Manholes �o k�e demolisl�ed in p�ace shall have all pipes enterir�g ar existing the structure plugged with lean canczete. Ma�oles tops az cone sechon shall be rernaved �a the top of the fii11 barrel diameter section or to paint not less tl�an 18�iz�ehes i�aiovv final grade. The struc�re shall then be hackfilled �n.d cornpaeted in accordance with baokfi�l method as specified in Sscbion E2 2.9 �3ackfill. Backfill material ma.y be either clean w�shed sand of clean, suitable excavated material ap�rroved by Engivae�r. Surface xesttnra�.on. shall be coxn.patible with sturound'uag D-13 surfaae. Payment fax work involved in backf'illing, pluggin� of pipe and a.11 ather appurt�nani required, shalI be included ian. �kze appropriate bid itemsj. 8. REMOVAL OF MANHOLES; Manhales to he removed sha1l h.ave all pipes entering or ex�iting the str�cture disconnaof�d. The oomplete manhole including, top ar Cone Section, a11 full barrel diamete7r sect�on and hase sectinn sha11 be removed. The ex.cavation shall the�a be backfilled and aornpacted in accordance with bao�'ill method as specified �a Section E2-2.9 Backf'ill. Bacicfill mat�rial may� b� v�►ith Type C Back�ll or Type B Backf'ill as approved �by the Engineer. 5urface restoration sh�.Il be cnrnpatible �vith s�u�rounding s�axface. 9. CUTTING AND PLUGGING OF EXISTING h�IAINS: At variaus locaiians on tbis pxoj ect it �xuay be requixed to cut, plug and i�lock e�isting water ma,ins/sezvices or sanitaty sewer ma.ins/services in order to abandon t�ese lines. Cutting and plugging e�sting maivas andlor services ak�l be considered incidental and aI1 costs ine��tred will be considered fa be inclucled i� t,�e linear foat bid price of the pipe, unless sepaxate trenohing is required. 10. REMQVAL OF E;XZSTING P]PE: �Vhere removal af th� axastzng pipe is required. It shall be the Contracior's respo�asibility to properly dispose of al1 removed pipe. All rernnved valves, fire hydrants, and meter �oxes sl�aall be delivered to Water Departrneni Field 4pera�ions, Starage Yard. 11. PAYMENT: Payznent for a11 work and material involv�d in salvagi�ng, abandc�ning and/or �emo�ing of existing faailit�es shall be inaluded in th� lin�ar foot bid price of the pipe except as fvllaws: Separate payment will be made £or remova� of alI Fire Hydrants, Gate Valves I6-inoh arid larger, and 5anitary Sewer Manhvles regaxdl.ess of loeatian. Payment wi11 be mad� �or salvaging, abandnning and/ar remavi�g of all other ezc�sting facilities when said facility i� not being replaced in the same trench, i,e., when remo�a� requires a sepaxafi.� trenching aperation. D�24 Val�e Blockin�: All valves shall have cnncrete blocking for support. Valves shall have polyethylene wrapping per Ma#erial �pecification E1�13 and Constructian �pecifieation E2-13 installed prior to concrete blocking. No separa�e payment wi11 be made for any of the work involved for this item. and all costs iricurred will be considerr�d ta be included in the bid prive of �he valve. Dd�� DuctiYe��aron and Grav��ron l�ttin�s: Reference Part EZ Construcrion Speci�ca�ians, Section E2-7 Installing Cast �ron Pipe, �ittings, and Specials, Sub s�ctian E2�7.11 Cast Iron Fittings: the first Paragraph sha11 be re`+ised to read as follaw�: E2-7.11 DUCTII,E-IRON AND GR�iY-IRON FITTINGS: A31 ductile-iron and gray-iran fittings sha11 b� furnished with cement mortar lining as stated in Sect�on �1�7. The price bid per ton o:F �ttings shall b� payment in full for all fi�ings, joint accesso�ies, polyethylene wrapping, horizontal concrete blocking, vertical tie-down ca�crete blacking, and concrete cradle nenessary for construcf�on as designed. All ductile-iron and gray-iron fittings, valves and specials shall be �rrapped with polyeihylene wrapping cor�'ornvng to Material S}�ecification E1-13 and Construotion Speci�cat�oz� E2-13. Wirapping sball prec��e horizontal concreta blocl�ng, vertical tie�down cancrete blockia�g, and concrete cradle. Payment for the polpethylene wrapping, harizonial concrete blacking, vertical tie-down concrete blocking, and D-l.4 concrete c�radle shall be included in bid items for valves ar�d fittings and na at�� payznent wi.11 be allawed. D-26 Detect$ble Warnin Ta es: Detectable underground utility warning tapes which can be laoa.ted from the surFace by a pipe detector shall be installed directly above nan-metallic watex or sanita�y aewer pipe. Th� de�r;ctable tape �all ba "Detect Tape" manufactured by Allen Systems Inc. or approved equal, and shall consist of a minimurn #hicknesa 0.35 mils solid alumi�au�a� foil encased in a pro#ective inert plastic jackst that is impervious ta all lmown alkalis, acids, chemical reagents and solvents �aund in the soil. Tlae minim�rn ove3ra11 thic�ess of the tape shall be 5.5 mils. and tke width shall not be less than 2" inches with a minimum �nit weight of �-1/2 pounds/l "/l OQ0'. The tape shall be color codeci and imprintad with the message aa follows: Tvue of Utiliiv Color Code Le�ends Water Sewer Safety Blue Safety Crreen Cautio�a Buried Water Line Be1ow Cau�ion Buried 5ewer Line Below Installa�ion oi det.�ctable tapes sha1� be per rna�ufacturer's reaommendations and sha11 be as close to ihe grade as is practical for op�muxn protec�ion and detectability. A11ow a rninimum of 18" inches �etween the tape and the pipe. Payrnent for wozk suah as backiill, bedding, blocking, detectable tapes an.d all other associated appurienanees required shall be includ�d in the linear foot priee bid af the appropriate BID TTEM(,S). D-2'� Concrete Cvli�tder Psne and F�ttin�s: Concrete cylinder pipe on this project sb�all be Class 154 AWWA C-301 pre�tressed concrete oylinder pipe a.� specified on the plans and ma�au.factured in accardanee vvith Material Standaxd E1-4 coutained in. the General Contract docunaents, Payment for work such as backfill, bedding, blocicing, excavatian a�d all other assoczated appurtenances; required, shall be included in the Lia�ear Foot price o£the �ip� and ' lump s�.m for the pipe fittings in the appropriaie BID ITEM(S}. D��R T�e of Casiu Pi e: 1. WATER: The casin.g pipe for open cut and bored or tunneled section shall be AWWA C-�00 Fahricated Eleairically Welded Stee1 Water Pipe, and shall confo�n to the provisions of E1-15, Ei-5 and E1-9 in Material5pecifications af Genera,l Contract Documents and Specifica�ions for Water Department 1'rojects. The sieel casing pipe shall be supplied as follows: A. For the inside and outside oi casing pi�e, coal-tar protective cvating in accordanee with fihe r�quirements a� Sec. 2.2 and related sec�itms iva AWWA G-203. B. Touch-up after �eld welds sha11 provide cnatin� equal to t,�ase specified above. C. Minzmum thickness for casing pipe used shall be 0.375 inch. Casing Spacers (centering style) such as manufaciured by Cascade Waterwnrks Manufa�#;uring Company, Ac�vanced Products and Systems, �nc., or an appraved equal sha11 be used on a11 non- concrete pipes when installed in cas7ing. Installation shali be as recomrn�nded by the manufacturer. D-IS 2. SEWER: Boring used on ihis pxoject shall be an accozda�ce wi�h the ma�erial star�dard E1-15 and Construct�on standard E2-15 as pex Fi�. 110 of the General Contraet Documents. 3. �AYMENT: Payment for alI materials, labor, equipment, excavation, concrete grout, backfill, and incidental work sha11 be included in the unit price bid per fnot. D-29 1V�T3nuritvlWomen Business Enternrise CamAi�ance: Re%rence Part C{G�neral Condi�ions), �ectiox� C3�3.2 Entitled "MINORT�Y BUSINESS ENTERPRiSE1WOMEN�OWNED BUSINESS ENTERPRI�E COM�LIANCE" shall be deleted in its en�irety and replaced vvith the following: ITpan request, Contractor agrees to prov�ide �o Owner com�lete a�ad accurat� infoxmat�an regarding actual work performed by a Minority Busi�n.ess Enterprise (MBE) andlor a Wonaan Busix�ess Enterprise (WBE) an the �ontract and paynnent therefore. Contractor ft�rther agi�ees to permit an audit az�d/or exaxanninatirnn of a�y books, recoxds oar files in. its possession that will substantiate the acival work performeci by ar� MBE andl�x WB�. �he �nisrepressntation of facts {other fihan a negligenf misrepresentation) and/ax the cornmission of fraud by the Contractor wzll he grounds for termination of th� contract andlor ini�iating aclaon under appropriate £ederal, stat� or locallaws or ordinances relating to false statennents; fiu-�her, any suck� �nisrepresenta�ion {otl�er than negligent misrepresentation) and/or commi�sion o� fraud will xesult in the Cont�actor beiz�g dttermi�ed to be irresponsi�ble and barred from participating in City work far a periad o�time of not less than three {3) years. D-30 Valve Cut-Ins: It rnay be necessary to cut-in gate valves to isolate #ne vvater rnain from whioh the extensxan and/or repl�cement is tv b� connected, This may require closi�ng valves in other lizxes and putting consumers out o� servic� for that period of time necessary to cut in the ne�v valve; tlie wnrk must be e��edited to the ufxnost and aIl such cut-ins musi be coordinated with the engiz�eer in charge of inspection. A.� consumers shall be individuall�y ad�rised p�ior to the shut out and advised of the approxirnate length of tiz�e they rnay be withaut service. Payxnent for woxk such as backfill, bedding, fittings, blooking and all other assoaiated appurtenan�s required, shall be included in tlae price of the appropxiate bici items. D-31 Connection of Existjng Ma'rus: The Contractor shall determine the exact lnoatian, elevation, configwration and angulation of e�cisting water or sanitaxy sewer lines p�rior to rnanufaatuxing o� �he co:nnec�ing piece. Any differences in loca�ions, eleva�on, con�'iguratioz�, and or angulation a£existing lines between the contraot drawings and what may be encountered in. the said wo�rk shall be considered as incidetital to canstruction. Where it is required to shut do�vn existing rnains in order to make propased conn�ctions, such do�vn time shall be onnrdinated with the Engin��r, and all eiforts sha11 be rnac�e tn I�eep this dawn time ta a minimum. In case of shutting down an existing main, the Conttactor shall z�oi��Fy Mr. Jos�ak� Gagliardi, Manager, Consi�ction �ervices, Phone 871tr8648, at �east 48-hours prior to the �ui�ed sk�ui dawn time. The Coni�actar's attentiox� is directed io �aragraph CS-5.151N'I°ERRTJ.PT�ON OF SERV�CE, Pags C5-S{5), � _: PART C- GENERAL CONDIT,IONS OF THE WATER DEPARTMENT GENERAL CON'�'RACT DOCUIv�NTS AND GENERAL S�ECIFICATIONS. The Contractar shall noiify the customer both personally and in writing as to the loca�ion, time, and schedule o�the service ir�terruption. The eos� of removing any existing concrete blocking s�all be iu�cluded in the eost of connection. Unless bid s�paxatel� all cost incurred sha11 be rncluded in the Iinear foot price bid for the appropriate pipe size, D�32 2 Inch Te���raro Service Line: The 2-inch ternporary �ezvice rnaim and 3/4-inch servica lines sha11 be installed to provide temparary �water service io all buildings that will necessarily be raquired to ha.ve severed water service during said work. The contractor sliall be responsible %r coordinaiing the schedul� of the tempor�ry sen�ine con�nec�ions and perrnanent service recann�etions with the bUilding ovcmers and the Engineer in order tlaat the worl� be perform�d in an expediiious marmer. Severed water service must be reconnected wi#lain 2 houre of discon�invance of service. A 2 inch tappin�g saddle and 2-inch corporation stop or 2-inch g�te valve with an appropriate fire hydrant adaptear fitting shall be required at th� temporary service point of cannectian to the City wxter suppl�. 'T`k�e �-inch temprnrary scrvice rnain and 3/4-inch service liu�es shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service lia�e shall be clea�aed and steri�ized by usiag chlorine gas ar chlorinated lime (H'I'H) prior to installatia�, A two-inch met�r vcrill be fixrnished lay the Water Departa�ent Meter Shop and instalied by the Contractor at its point a�cannecL�o� to the City water supply for record keeping pwpases dnly. The out-of�ser�ice meters shall i�e xemoved, tagged and collected by the Co�traetar for delivery to tb.e Water Departm�nt Meter �ho}� for reconditior�in� ox replacement. Upon restoring permanent service, t�e Contractor shall re- install the meters at th� correct location. Th� meter �o� shail be reset as necessary ta be flush with t�e existing ground or as oth�rw�ise directi�d by the Engineer. The ternporary service layovt shal� ha�e a minimum available flaw rate of 5 GPM at a dynamic pressure vf 35 P5I per s�rvice tap. 'T�iis cri�eria sha11 be usec� by the Contractor to defe�tnine the Iength oi tsmparary service allnwed, number af service taps and number of feed points. When the ter�poraxy service is required for more than one Iocat�an the �-inch �emporary service pipes, 3/4-i�z�ch serv�ice li�ries and the 2-inch meter sha11 b� moved to �lae next successive project 1oca�ian. • Payment for vvork such as �'ittings, 314-inch s�rvice lin,e�, asphalt, harricades, all service cQr�nections, removal o�temporaiy seraices and all other associated appurtenants required, skiall be inctuded in the appropriate bid item. D-33 Eas$me�ts �nd Permits: Easements and permits, both tsrnporary and pertnanent, have been secuzed for #�is praj�ct at fhis tirne artd made a pa�rt �}aereto. Any ea�einents ancUor permits, both temporary and permanent, that have nat been obtaaned l�y the timc of publication shall be secured before cans1xuction starts. Na work is to be dnne iri areas r�c�uiring easements and/or permits u�ti1 the necessary easements are obtain�d. The Contractor's attention is directed to t�e ea�ement de�cription and perrnit xequ�rements, as contained herein, �long witk� any special canditians that �nay have been irnposed on these easemants and perrnits. �=��iy1 Where the pipeline crosses privately owx�ed properiy, tha eas�menta and consiruction areas are showza. on the pZans. 'I'he easement� shall be cleaned up after use and r�s�ared to t�eir origina.l corzdi�ons or better. In the event additional wark room or a.ccess is required by the Con�ractor, it shall b� the Contractor's responsibility to obtain written perniission �rom the property owners involved for the use oF additional property re.�u�ed. No additional payment will be allowed �or this item. D-34 Hi«hwa� Reauirements: The Texas Department ofTransportation requirerner�ts pertaini�g to the construc�ion of this proj�ct are enclpaed herein and made part af these specifications. D�35 Concrete Encasement; Concrete enoasement sha11 he Class E(15D0 psi) cancretc and for sewer Iine e�oasements sha.11 conform to Rig. 113; for water lirie encasernents i# shall confarm to �'ig. 2Q of the General Cont�act Dacuments. Requirements for such encasernent are specified iM Sec�icrns E1-ZO and E2�2(� of the General Contract Documents. Payrnent for work such as forming, plaeing, and �'inishing including al.l labox, tools, equipzx�ent and rnateri�l necessary �o comple� the work s1�all be included in the linear faot pri.ae bid for Cancrete Encasement. D�36 Conneetian to Existin� Structures: All cannec#�ons between propQsed and exisiing faoilities, shall consist of a watertight seal. Concrete us�d in the conn�ct�on shall be Class A(3000 psi) concrete and meet the requirements oi Seation E1�20 and E2-20 of the General Contract Documents. Prior to conerete placement, a ga�ka�, R.AM�Nek or approved squal shall b� installed around penetrating pipe. Paymvnt far such work as conneating to existing facilities including all labor, tools, equipment, and material necessary to complete the vsrork shall be included in �lie linear foot price of the appropriate pipe BID ITEM. Da3'� Bid Alternati�es: The Proposal section of these documents is axxaYaged to aliow tlae Con�actor to base his bid on either ductile iron pipe or pre tensioned concrete cylinder pipe. The Contractox shall in.dicate type of pipe ta ba used. However, regardless of the general type pipe specified by fib.e Cantxactor, at ceztain laeat�ons a s�eaific type of pipe has been specified on the plans. All cost for this shall be considered as subsidiary anfl no additional compe�sation will be allow�d. Dti3� Site Prenaraf�on; The Contractor shall alear xights-of-way or easements of obsix�c�ion which must be remaved �o make passible proper prosecution of the work as a part of this proj eot cons�.iction operations. The contractor's attention is directed to para�raph C6-6.10 work w;ithin easeznenis, pa�e C6-6(4), part C� General Condiiions of the Waier Department Genera.l Con.�ract Dacument and General Specificatioins. D-18 Clearing and restoration shall be oonsidered as incidental ta construction and a11 cos�s incurred will be considered #a be included in the Linea.r Foot prioe of the pipe. DT39 Submission of B�,{�S: {N�T LTSED) D�4q Conerete Ri�ran: l. GENERAL: The follor�ving sha11 gov�rn the fiunishing and placing o:F conarete riprap as shown on the plans or as d�rected by the Engineer. , 2 MATER.TALS: Concrete for riprap ahall be placed i� accordanc� with the details and ta the dixnensians shown on the plaxis or as established by the Engineer. Unless atherwise shown a�a the pla�ns, concrete riprap shall be reinforced using wire or bar reir�forcernent. The co�crete sh�ll be 3000 k'SI at 28 days, Class A. VV'ire �reinforcexnent shall be six (� by si� (6) inch No. 6 plain eleciric welded reinfarciug fabrzc or its equal. A rrunim�xm lap of six (6} inch�s shall �e �tsed at all splices. At the edge af tk�e riprap, the wire fal�ric shall not be less than onc (1} inch, no rnore than three (3) inches from the edge of the cancrefe and shall have no wire projecting b�yond the last member paral]el to fi�e edge of the conczete. Reinforcennen� sh�ll he supported properly throug�out the placement �a maintain its position equic3istance fram the top and bottom surface of the slab. � �f the slopes and bottom of the f.rench %r toe wa.11s are dry and nnt consolidated properly, the Engineer may require the ex�.tire area to be sprinkied, or sprinkied and consoIidated before the conctete i� plaoed. All surfa.ces s%all be moist when cancrete is piaced. At�er the concret� has been plaeed, compaeted, and shaped to confar�n to the d�izn�nsions shown on the plans, and after it has set sufFiciently ta avoid slunnping, the surfaae shall be %nished with a wooden float to secure a reasonably smooth surfaae. 3. PAYMLNT: Pay�nent £or cancrete'riprap in place shall be made at the unit price bid in the Proposal multiplied by �the quaa�tity of r�zaterial used. Bid prica will be fuIl eompensation for placing a�l materials, and for a.Illabor, tools, equip�nent, and incidentals necessary to cornplete the work. Paytnent �or all necessary excavatinn below natural ground, and bottom or slope of the excavated channel wiil be included in the bid price. D��1 Tempo��ry P,�r!e�gnt Reuair: The Cantractor shall pravide a tempoaraxy pavement repair immedi�tely after �re�nch backfill and compac�.an using a mir�imum a�' 2-inch hot mix asphalt over � m`�mwn Qf 6 inches of compacted flex base, TYtas temporary repair shall be ralled tn provide a smooth transition between the existin� pavement and the temporary repa.ir. A11 a�phalt and fLexbase ma�erial used shall camply wifi11 all appropriate Transportation and �'ublic Works standard specifications including, but not lirnited. to Item 312 "Hat Mi� .Asphaltic Concrete" and Item 2Q8 "F1exiBle Base". The unit price bid under the apprapriate bid item o�the prapnsal shall cover all cos�s for providing �em�tarary pavement repair for all strE�ts cuts prior ta st.reet recanstruction. D-19 D�4� Int�rnretation and Prenaration of Prono,4a1: Part C- Genera� Conditions, �ection CZ�2 INTERPRETATION AND PREPAI.tATIOAi OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C�.-2.9 with the following: C2-2.'1 DELNERY OF PROPOS.AL: No propasal vcrill be cansidered unless it ia delivered, accarnpanied by i�s proper Bid Security, to i�he P�chasing Maxzager ar his representat�ve at the o�aial lacation and stat�d time set fnrih in the "Notice to Bidders." Zt is th� Bidder's sote responsibility to deli�ex tb.e proposal at the proper time to the proper place. The merre fact t�zat a proposal was dispatehed will not be considered. T�e Bidders must have the proposal. actually delivered. �ach propasal shall be in a sealed envelvpe plainly x��arked with tlae word "PROPOSAL," and thc name or desarip�ior� of the project as deszgnated in the "Not�ce to Bidders." The �nvelape shall Ue addressed to the Purchasing Manager, Gity of Fort Worth Purchasing Division, P.O. Box 17027, Fort Warth, Te�s 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals aotually filed with the Purchasing Manager eannot be wi�drawn prior to tlze time set for openiz�g proposals. A request for non,-considera�,o�a of a propos�l must be made in vvriting, addressed io the City Maaaager, and filed with him prior to i�ae time set %r the ope�ing af proposals. After all praposals na� arequested for non-consic�e�ratian are opened and publicly read aloud, the propasals far which non-consideration xec�uests have been proper�y filed may, at t1�e op�ion of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODI�'ICATION OF PROP4SALS: Any l�idder rnay modify his propo5al t�y #elegraphic comrnunication at any time priar to the time set for opening proposals, pravided sueh telegrapYria aoznmunication is reoeived by the Pux-chasiz�g Nlanager prior to the said propo�al opening time, and pro�rided fiu�ther, that the City Manager is satisfied t�at a vvz�itte7n and duSy authenticated confirrnation n� such telegraplaic communicafion avez� t�e signature of the bidder was mailed priar to lhe praposaZ opening �ime, if such oonfirmation is not received within foxty�eight {�48) hours after the pxoposal opening ti�ne, na �'urther consideration wiIl be gi�en to the proposal. U�43 Bonds fC�tv Let Proiects�: Referenae paxt C, General Conditions, da.ted �ovember 1, 1987; (City let prajects) malce tk�e following revisions: I. Pg. C3-3(3); the paragraph after paragraph C3-3.7d--Qtk�er Bonds shpuld be revi.sed to read: No srsrety� will be aecepted by the Owner wluch are at �the time in default or delinquen# on any bonds or vvhich are interested in any lit�ga�ion against the awner. All bonds shall be made on the forms fi�i�shed by the Owner and �he surety shal� be acceptable ta the �wner� In arder for a surety ta be acceptable to the City, (I) the name of th� starety sha�1 be incl�xded on. the curreni U.S. Treasury Li,�t of Acceptable Suxeties [Circulax 87U], or (2) the surety must have capztal and surplvs equal to ten times th� amount of tb.e bond. The surety ix�.ust be licen.sed to businese in �lae state of Texas. 'T'1ne amount of the bond shall not exceed the ar�ount shown, on the Treasuzy list �r one-tenth (1110} of the tatal capital and surplus. If reinsurance is requir�d, the campany v�rriting the r�insurance muat be authori�ed, accredited, or trusted to do business in Texas. 2. Pg. C3�3(5) para�aph C3-3.11. INSURANCE delete subparagraph a, COMPENSATIQN INSURANCE. D-20 3. Pg. C3-3(G}, Paragraph C3-3.11 INSiTRANCE delete subparagraph g. LOCAL AGENT F4R INSURANCE AND BONDING. D-4� Sonds fDeveloner Let Proiectsl; Reference Part C, General Con.ditions (Developer let projects); make the fo�towing dele#ions. Pg. C3�3(2) paragraph C3-3,5d Other Bonds; In xhe fifth line of the paragraph hegi�ning No auretzes wi�l. ., delete the words the City of Fort Warth. Pg. C3-3(5), para,graph C3�3.9g Local Agent In Tnsurance and Bonding: Delete the entire sub-paragraph. D-4� Barricadss. Warnin�s a.nd Fla�men: . Referenc� Pari C n General Conditions, Section C6�6.8 BARRICADES, WARNINGS AND WATCHMEN: 1: Wherever the word Wa�chm�n appears in this paragraph, it sha]1 �e changed to the word tTagmen. 2. In the first para�raph,line� five (5) and six (6), aharige the phxase take all such other precautionary measures to take all reasonable necessary measuzes. D`46 Turbv N�[eter With Vault and Bwass Iinstallation: All combinal�on turbo meter installations wi11 be per attaehed Figure 33 unless othexwise di�ected by the Engineer. The contracto� shall use Bilco Type 7-3 Mode130"' x 36" Stee� 5ing�e L�a�Doors or appraved equal unless the vault daor is subject ta vehiau�ax tbraffic i.e�: zn a stre�t, parking Io�, or driveway. � The appropriate size �xbo nnetex �ith strainer and check valve iirequiz�ed wiIl be furnished to the Contractor free af charge; however, tlie Contractor vvill be rec�uired to pick up these item{s) at the Fie1d Operations Warehouse. Payment for a11 wozk, xnaterials, and all necessary appurten.an.ces �rom bypass te� to bypass �tee which are required to pra�nide a coznplete and functional Combinat�on Turbo Met�r Installation compl�te r�vi�h Bypass and Cs�narete Vault shall be included in th� price bid far each. D�47 Disnosal of Snoil/FiII Material: � Prior to the disposing of any spaill�ll material, the contractor shall advise thc Directar of the Deparfm�nt of E�gineering, actxng as tl�e City of Fort Waxth's Flood Plain Adrninistrator ("Adffiinistr��or"), of t1�e loeatian of a11 sites where the contractar intends tn dispose of such matezial. Contractor s�all not dispose � of such m�aterial until the praposed sites have been det�rmined by the Administzator ta meet th� requirem��s of the Flood Plsin Ordi�nance af the City of Fort Worth (Ordinance No. 11517). A11 �� disposai sites must be approved by the Adntinistratar to ensure thai filling is not occurring within a flood plai�. witb.out a permit. A fload plain perrnit can be issued upon appraval of necessary e�tigineering sludies. No fill perrnit is required if clisposal sites are not in a fload plain. Appraval of the contractors " disposal sites sha11 be evidenced by a Ietter signed by the Adz�ninistrator stating thafi the site is not ir: a i lcr�own flaod plain or by a Flood Plaain �i11 Per�m�it authorizi,ng �li within ihe flood plain. Any expenses � n-zi associated with obtaining the fili permit, including any necessary engineerr�.g studies, shall be at confractors' e�sense. Tn the event tha� the contraetor disgoses of spoillfili rna�:ria1 at a site without a�11 pernut or a I�tter from tkae Administrator appxoving the disposal si�e, upan natifiication by the Direator af the Deparhnent af En�nEering, Con�racto� shall rernno�e the spoiU�ll material at its expense ar�d dispase of such xr�aterials iz� accordance with the Ordinances of the Czty and this section. D-4� Temt�orary Erosion. S�dime� and Water Pollation Control; f D�SCRIPT�ON: This iteix�. s%.� cozasist of temparaxy soil srasion sedizx��nt and water pollu�ion contral uteasures dee�ed necessary by t#�e Engineer for the dur�.tion o� �Yi� coni�'aet. These cox��.'ol measures shall at no taro.e be used as a substitute for the p�rrnanent conira� measures unless otherrwise di�ected b3+ f�he Eng�neex and they shall not include measures taken by the CONTRACTOR to contral conditions created by �is constructian opera�ions. The ternporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw muloh, asphalt mulch, plastic liners, rubble lincrs, baled-hay retards, di�Ces, slope drains a.nd t�ther devices. 2. CONSTRUCTION REQUIREMENTS: Tbe E�.gineer has t�e authority tn define eradible earth and the autharity to limit the s�ar£ace area of erodible-earth materia] exposed by preparing right-of-wa.y, clearing a�nd �-ubbing, the surface a,rea of erodible-earth material expased by exaavation, barruw and to direct the CONTitACTOR to provzde temparary pollut�on-control measures to prevent contamination af adj aeent streams, other water courses, lakes, ponds or other areas of water impoundment, Such work may involve the construction of tennparazy berms, dikes, dazns, sedz�nent basins, slope drains and use of temparary rnulches, mats seeding or other control devic�s or me�hods direated by the Engineer as neaessary to coniral soil erasian. Tennparaxy pollu�ia�-con�xol xz�easures shall be used to prevent or correct erosion that may devsiop dwring con�ructian priar to installa�ian af pern�.nent pallutian-cnntrol features, but are not associated wit� pexx�aanent cox�.txal £eatures ax� the pro,�ect. '1'be Eng�iz�eer w�ill lim�it the axea of pzepaxing right af way, cleaz-i�g ax�d grubbing, ex.cavalaon and borrow to be propar�ianal to th� CC?NTRACTOR' S capabili.ty and prog7ress in keeping the finish gra,ding, mulching, seeding, and other suck� gernaan,ent pollut�ion-control measures current in acoordance with the accepted schedule. Should seasonal conditions make such �imitations unrealistie, temporary soil-erosion- control measures �11 be pe�r£ortn�d as directed by the Engineer. The az�aount o£ surface area o£ erodible- earth ma.terial e�posed at one time shaIl not exceed 750,000 square feet for each elccavatian operation, 7�0,000 square feet for each materzal souroe operation (othez t#�an frorn coznmercially opsrated sources}, 750,000 square feet for each preparing oiri�ht-of-way operation or i50,000 square fee� £or each ciearing and grubbing operation, unless otherwise shor� on the plans or with prior approva� by the �n.gi�eer in writing. TFie CONTRACTOR shall also conform to the following practices and controls. All labor, tools, equipment and inaidentals to complete the wark will not be paid %r directly but sha11 be considered as subsidiary �vork to the variQus items included in the coniraci. (a). Waste or di�gosal areas and construction roads sha11 be located and co�shucted in a mannex that wi�l. nninimize the amour�t af sedirnent er�tering s�raams. (b). Frequent fordings of live streams wi11 nvt be permitted; therefore, temporary bridges or o�tier siru.ctures sha11 be used wherever an appreaiable nu�ber af strearn orossings are necessary. Unless otherwise approved in w�riting by the Engineez�, mechanized equipm�ai shall not be operated �n live straanas. D-2� (c). When work areas ar matcrial saurces are lacated in or adj acent ta iive strearns, sack� areas shall be separa�d from the st�earn by g dike or other barrier ta keep sediment frorn. entering a flowing stream. Care shall be iaken during the construotian and removal of such barrier� to minim�ize the muddying of a strearn. (d). All waterway� sha11 be clear�d as soon as pra,cticable af falsework, piling, debris ar other obstructions placed during construction opexations that are not a part of the fit�shed work. (e). The CaNTRACTOR shall take sufficient preaau�ions ta prevent pollution oi s�reams,lakes and reservoi�s with fuel�, oi1s, bitumens, caloium chloride or other harmftai tnaterials. He shall canduct and schedule his operations sa as to avoid or minimize siltation of streams,lakes snd reservoirs and to avaid interference with movement af migratory fisk�. 3. SUBMPI'TAL: Prior to the start of the applicable construction, the CONTRACTOR sha11 suhmit for approval hie schedules for accomplishment of soil-erosinn-conixnl worlc �nd his plan to keep the area of erodible-earth material to a minimurn. He s�al� alsa sul�mit for acceptanc� his proposed rnethad of soil- erosion cantrol on canstruc�ion a�nd haul raads and rnaterial sauraes and his p�an for disposa.l of �raste materials. No work shall be started until the soileerosian control schedules axxd methads af operatians have ��en reviewed and approved by the Engineer. A�, MEASUREMENT ,AND PAYML�NT: All wark, materials and equipment necessary to provide temporary eros�on co�lxal shall be considered s�sidiary ta the cantract and no ex�a pay will be g�iven for this worl�. D-49 Ouen Fire Line Instal�ations: All open fire line installatiaz�s wi.11 be per attached Figure 32 unless o#herwise diz�ected by �e F.�ag�i�neer. 'The appxopriat�: size detector ahecl� naeter, 3/4�inch rneter and class B' meter bax will be furnished to the Coni�actoz' free o£ charge; hovvever, ihe Contractor wi11 be r�q�ired ta pick up the iterr�s at the Fieid Qperakions Warehous�. �� Payrnent for a11 work, materials, and aYl r�ecessary appurtenances �ram the Ci�.y side flange coupIing , adapter to the cvstorner side ga�e valve aad bo�; including ineidenta151inear feet of pipe, which are required to pravide � caxr�plete and func�ional open i'ire line izastallation shall be inclzaded in #he price bid for each, Paymen� for the City side gate valve or tap valve depending on which is required wi11 be paid for under , the appropriate �bid item(s). D-50 Hvdro Mulch Seeclin� �nd Soddin�: Any sodding or hydro mulehing required will be done in accordance with Fort Warth Public Worl� � Depaz�ment Standard Speci�taations itezn 118 and 120. �', � �in fihe opinion ofthe Engineer, additinnal seedi�g a.r�dlor sodding is required due to #he Contractor's construction, this wi11 be seeded and sadded at the expense of the Cont�actar. D-23 Payment far woxk and all associated ap�urtenants requiured, shall be included in the appropriate bid items(s), D-�1 Televisian Insnec�ian o#' Sanita�r�v Sewex Lines: 1. G�NERAL: Prior to the reconstz�totion, sorrze no�ed sections sar►itary sewer Iines shall be clear�ed, and a television ynspect�on axad dye tasts pezformed to ider�tify any act�ve sewer service taps, o�ther sewer laterals and their location. Work shall consist of furnishir�� al1 Iabor, matezial, and equiprnent necessary for the cleaning and inspectinn af th� sevver lines by rneans of closed�circuit televisio�a. Satisfactory pr�cau�ians shall b� taken to protect �e sewer lines from damage that might be inflicted by f.�ie irnproper us� nf cleaning equipment, 2. I�GH VELOCITY 7ET (IIYDR4CLEANING) EQUIl'MENT: Tiie hi�-veloci�y ser�ver line cleaning equipment shall be constructed for easy and safe operatian. The equipment sha11 aIsn ha.ve a select�ion of tWp pr mOre iugh�VelpCity riOZzle6. The nozzl�s shail be capable of producing a scauring action from 15 to 45 degrees in all si�ze lines designated ta be clea�ed. Equipm.ent shali also include a high velacity gun for washing and scouring manhole wa11s and floor. The gun shall be capable of pr4ducing flows from a fine spray to a solid stream. Th� cc�uiprnent sha11 carry its ovv� watex tank, au�liary engi�es, pumps, and hydrauliaa�ly tlriven hose reel. Hydraulically Propellec� Equipment shall bc of a movable dam type and be oonstr�cted in such a vs+ay that a portion af the daxr� may be nollapsed at an� tims during tk�e cleaning operat�an to prot�:ct against flooding of the sewer. The mavabl� dam shall be equal in diarneter to the pipe being cZeaned and sha.11 }�rovide a fl�xib�e scraper around th� outer periphery to insura removal of grease, If sewer cleaning ba�ls ar other equipment which cannnt be collapsed is used, special, precautian� #o prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present �n t}ae sewer ]ines shall be utilized to pravid� necessary fluid for hydraulio cleaning devsces whenever possi�le. 3. CLEANING PROCEDURES: The designated sewer manhole seafiions shall be cleaned using high- velocity jet �quipment. The equipment shall be ea}�ab1e ofremaving dirt, g�rsase, rocks, sand, and oth� materials and obsiiruuc�i�ns frnm the s�w�er l�nes and manholes. If cieaning oi zua entiure section cannoi be sucnessfixlly per%rmed from one manhole, the equiprnent s1�a1� b� set up on the ather nnanhole and cleaning again attempted, if, again, suocessful cleaning cannat be performed ar the equzpment fails to traverse the entire manhole section, it �avill be assurned that a major blackage e�ists and the cleaning effort shall be abandoned. VJ�en additional quantities of wa�r from fire hydrax�ts is necessary to avoid delay in nor�al working procedures, tk1,e waier shall be conserr+ed and nnt used unnecessarily. No fue hydrant shail be obstrueted in case of a fire in the area served by #I�e hydrant. Before using any water frorn the City Water Dis�ribution System the Contractor s�all a�ly fax and receive permission from the Water Departm.e�a�. The Contracior shall be xespansible for the water meter and related aharges for t�.e set up, including the wat�r usage bi11. All expenses slaall be aonsidered incidental to cleaning. 4. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rc�ok, geease, and other salid or semisolid material reaulting from the ciea�ing operation shall be rerno�ed at tbe dowrtstrear�a m�nhole of the section being cleaaned. Passing rn�terial fram rnanhole section to manhole section, which could causa line stoppages, accumulations of sand in wet wells, or darnage pumping equipment, shall nat ba ��rmitted. All salids or semisolids resulting from the cleaning operations sha.11 be remaved frozn the site and dispused o� at a site designated by the Engineer. All mat�rial� sha1l be removed froan tb.e siie no less D-24 often than at the end of each workday and disp�sed of at no addit�onal cos� to the Ci�y. i3�der NO circutnstances will the Contractpr be allowed ta accwnuiate debris, e�c,, on the site of work beyond the sta,ted time, except in totally enclosed contain�s a�nd as ap�rroved b� ths Engineer. UNDER NO CIR.CUMSTANCES SHALL SEWAGE OR SOLiDS REMOVED TI�EREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAIlVS OR SANITARY SEWER MANHOLES. 5. TELEVISION INSPECTION E(�IJIPMENT; The televi�ion camera used for tb.e inspection s�all be one speci�cally designed and constructsd for such inspectian. Lighting for the camera sk�all be su�fable to aliaw a clear picture oi the entir� p�riphery of the pipe. The camera shall be operative in 100% humidity condition,�. The camera, televisiorrl moni�ar, and othex cornponents of the vid�a system eha11 be capable of producing picteue qualiiy to the satisfaetian of the Engineer; and if un.satisfaetory, equ�pment shall be removed and no pa.y�nent will be made for az� ux�satisiactory inspection. 6. EXECUTI4N: A. TELEV�SION INSPECTION: The carnera shail be moved through ths line sn either rlirection at a moderate rate, stopping vc�hen necessary to peimit praper docurnent�,tian af any sewer servic� taps. Ia no case wi1l be television camera be pulled at a speed greater than 3U feet per minute. Manual winches, power vVinches, T'� cable, and powe�red rewinds ar othex devices that do nat obstruct the aarnera. view or int�rfere with proper documentation sha.11 be z�sed to move the camera thraugh the sewer Ii�e. Whe� manually operated winches are used to pull the televisian camera through the line, telephones or other suitable mea�s af comrr�unicatinns si�a11 h� set up befween the two rnanholes af the section being inspected to i�sure good communica�ions betwe�n members of �he erew. The impar�a.nce oif accurate disi�nce meas2airements is emp�asized. M�as�zrement for location of sewer serv�ice taps shall be abov� gro�nd by means o:f a rneter device. Ivlarking on the cable, of the like, which would require intezpalatian for depth of ma�ahole, wirl not be allowed. Aoau�racy of the dis�ance m�eter shall be checked by use of a wallnizig meter, roll-a tape, or other suitable device, and the accurracy sb.all be satisfactory to the Engineer. The City makes ne guarantee that all of the sanitary sewers to be entered are clea� for th� passage o� a camera. The nnethodg used far securing passage of the camera are to be at the ap�ion af the Coniractor and �he costs mnst be included in the hid price fnr Televisian Inspectinn. The cost af retxieving the Television carnera, under all ciroumstances, when it becarnes lodged during inspectior�, sha1.I be incidental to Television inspectian. B. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kep� by the Conlxactor and will clearly shaw the lacatian in relatian to an adjacent manhoie oi each sew�r service taps observed duzing inspection, In addiiion, other points af significanc� such as locations of, unusual aonditions, roots, stvrm sewer conneotions, broken pipe, �resence o£ scale and corrosian, and a�her discernible featuues wzll be reeorded and a copy o� such xecords will be supplied to �he City, B.1 Phaiographs: Instan� deyeloping, 35 mm, or other standard�size photographs of the television picture flf problems shall be talren by the Coni�aotor upon req�est of the Engineer, as lo�g as such photographing does not interfere with the Cantractor's operatiorc�s. � B.2 Videotape Recordings: The purpose of tapa recording shall be to supply a visual and audio record of problern areas of the lines that may Ue replayed. Videatape recordi�g playback sha11 be a the same D-25 spead that it was recorded. The television tapes sha11 be fiu�ished to the City for review immediately upon comple�ian nf ihe television ins�ectiun and may be retainecl a maxirnurn of 30 cal�ndar days. Equipm�n� shall be provid�d to the City by tha Contractor fox review of the tap�s. Tapes will be returned to th� Con�ractar upon com�rletioz� of revievv by the Engineer. Tapes sha11 not be erased vYithout the permissinn of the Engin,eer. If the tapes are of auch paor quality t�at the Engineer is unable to evaluate th� oonditian af the sewer line or to locate service conneetiQns, the Contractrn� sha11 be reqnired to re-telsvise a�id pro�ide a good tape oi the lin� a# no additional cost to the City. If a good tape eannot be provided of such quality t.�at can be r�viewed by th� Engineer, no payment for television this portion shall be made� Also, no payment sha11 be made for portions Qf lines not ��lev�ised ar portioz�s where manhales cannot be negotiated v�ith the television camera. L7pon compleiion ofxevxew oithe tapes by the Engineer, the Contractor will be notified as to w�ich sections of the sanitary sewe�r ar� to be al�andoned. Tapes will be returned to ihe Con�racto� up4n cample�ian of review by the Engineer. A.11 costs associated with this work shall be incidenta.l tn unit pr�ces bid for Items under Te1e,v�ision inspection of the proposal. C. PAYM�NT O�' CLEANIlVG AND TELEVISION INSPECTION OF SANITARY SEWERS: The unit price for Cleaning and Television Tnspection of sanit�y sewers shaIl be fuli compensa�ion for all casts connected with cleaning and providing the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer eanditions, and for praviding gppropriate rneans for review of �e tapes by the Engineer incl�ading collection and removal, txansportation and clisposal of sand and debris from the sewers to a legal dump site. Th� prirnary purpose of cleaning is for televisxon inspection and rehabiliiatio�; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of tine shall be incidental and no payment sha�i be rnade. Payment shall be rnade for all segment� of good tapes accepted by t�e Engineer after t�e re`+iew. No additional payment will be �ade in the event the Contracto,r has to puI1 the #elevision eamera frorr� two direetions - ta obtain and prAvi de � aaceptable tape far review by the Engineer. The city makes no guaxantee that a11 of the sanitary sewers to be eiatered are clear for the passage of a carn.era. The methods used for securing passage o�the cam.era are ta be at the optian of the Cantractor a�xd the costs must be included in the bid price for TV Inspeotions. The cost ofretrieving the TV Ca�nnera, under a11 circumstances, when it becomes ladged during inspec�ion, sha11 be incidantal � TV Inspection.. The itern sha11 alsa include all aost of instal�ing and mainta��ning any bypass puz��g requi�red ta pxavide zel�able, regular sewer sezvice to the area residents. All bypass purrapiu�g shall be imcide�.tal fio the pcoject. D-5� Watcr Samnle Statian; D-26 GENERAL: All wate�r sampling statzon installat�ons will be per attached Figure 34 ox as required in large water mete�r vaults as per �'igur� 33 unless otherw�ise directed by the Engineer. The appropriate water sampling station wili be fiimished t� the Cont�actor free of charge; however, the Cantractor will be rec�uired to pic� up this item. at the Field Operatior�s Warehouse. PAYMENT FOR FiGURE 3�4 INSTALLATIONS: Payment for all work and mat�rials necessary for the insta.11atian of the 31�4�inch type K cnpp�r service line will be sha11 be included in t,�ie priae bid far copper Service Lina from Ma�n to Metex. Payment for a11 wark and ma.terials neoessary for ihe installation tap saddle (ifrequired}, corporatioa� stops, and fiti�ngs shall be included in the price bid far 5ervic� Taps to Main. ', Payrnent for aJ,l work and materials necessary for the iHst�llation o� the sam,pling stat�on, concrete support bloek, curb stop, fittings, and an incidental5�feet of type K copper service line whiek� are required to provide a aomplete and funaiional water sa�npling sta�ian shall be ir�cluded in the pzice bid � for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and matcrials nec�ssary for the installation tap sadcile, gate valve, and fittings shs11 be included in tiie price l�id for Service Taps to Main. Payment for all work and rnaterials necessary for t�e installation of the sampling station, modification �to the v�ult, fittings, and a11 type K copper ser�rice line which are required to pravide a cornplete and � iunetiona� vvater sarnpling station shalI be included i� the pr�ce bid faz Watex Saxnple Stations. DP�3 Ad�fional Insurance Reauirements: a. The City, its officers, employees and servants sl�ll be endorsed as an, additional insured on Cantractar's insurance policies excepting employer's liability insuranae covexage under Cont�actor's � workers' comperlsa�ian insiaz�ance policy. b. Cert�ificates of imsuxa�ce shall �be delivered to the City of Fart Worth, con�ract admini��rxtor in , the respective d�pariment as sp�ci�ed in the bid documents, 1000 Throck7marton Street, Fart Worth, TX �, 76102, prior io comm�ncer�ent of work on the coniract�d praject. c. Any failure on part of the City t� request required insurance docum,entation sha�l not canstitute a waiveir of ihe insuza�ace rsqui�rezx�e�nts spacifZed herein. d. Each insurance policy sha11 be �ndorsed to provid� the City a minirnum thirty days notice of cancellation, nvn�renewal, anrl/or rnaterial change in policy terms ar coverage. A ten rlays notice sha�l be acceptable in the e�ent of nan-payrnent of preznitum. e. Insurers must be authorized to do busin.ess in the 5ta.te of Texas and have a cur�rent A.M. Best rating of A: VII or equivalent measure oi financial strength and solv�ncy. � f Deduc�ib�e limits, or self funded retent�on limits, an each policy rn�st noi ea�ceed $10,000.00 per acc�nrence unless ott�ezvvise appraved by the City. D-2�' g. Other tban. woxkez's compensation insurance, in lieu of tradiiional ins�,erance, City rnay consider alternative aov�rage px ris�C treatnnent measuras thro�zgh insu�rance pools or risic retention groups. The City must apprave in writirzg any alternative covcrage. h. Workers' cornpensation it�tarance policy(s) co�ering amplo�ees empiayed on the project ahall be en.darsed wit�a a waiver of subro�ation provic�ing rights of recovery in fav4r of t�e City. i. City sha,ll not �e responsible for the direct payment of insurar�ce premium costs for cont�actor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection a,nd any self-funded or cornrnercial coverage xnaintained by Ciiy sha.11 not tae called upan ta cantribute to lass recov�ry. k. In tk�.e coUrse of ihe project, Co�ai�actor shall �report, in a timely rnanner, to City's officially designated contract administrator an,y kuowxz loss occu�renee whicl� could gi�e rise to a�iability alaim or lawsuit or which cauld result in a praperty loss. 1. Contractor's liability slaal� not be limited to tl�e specified aamounts of insurance required herein. m. Upon the rec�uesi of City, Cont�ac#or sh�ll pra�ide compiete copies of all insura.nce policies required by these cantract documents. D-�4 Workers' Camr�en�atiau Inst�rance: A: Can#�actor's Worker's Compe�r�sation Insurance. Contractor agrees to provide to the Owner {Cit�r) a ocrtificate showing that it has obtained a policy of warkers compensation insurance covering each af its ernpinyees emplayed on the praject i.n compliance with stat� �aw. No Notice to i'roceed will be issued rtantil the Contractor has complied with this sectian. B: �ubcontractor's Worker's Cornper�sation Insurance. Contractor agree� ta require eacb and every subcontractor who wiIl perform work on tlae project to provide to it a c�rtifieate frarn such subcon�ractor s�aiing that t,�e subcontractor has a policy of �cvorkers cornpensatian insurance cavering each einployee employed an the project. ConCractar vviIl not permit an�r subaontractor to perForm work an the praject until such certi�cate has been acquired. Coniraotar sha11 provide a copy af a.l� such certificate to t�e Ovv�er (City). C. Workers Compensation Insurance Coverage 1. Definitions: Certificate of coverage ("certificate"). A copy of a certificate oiinsurance, a certifieate nf authnri�r to self-insure issued by the Texas Workers' Compensafiipn Comrnissian, t�r a co�verage agreement {TWCC-$1, TWCC-82, TWCC-83, or TWCC�84), showing statutory woxkers' cornpensation insurance co�erage for the person's or e�ntzty's employees providxng services on a project, far the duratian of the project. Dura.tion of the Praject. Includes tb�e tiu�� from the beginning of the �uvork on the project until the contraator's/persoz�'s work on the pro�ect has been completed and acc�pted by'the D�ZB c�y. P�rsons pro�riding services on the project ("subcontraator" in section 406A96)-ineludes all persons or entities perforrning all or part of the �ervxces the contrac�,o3r l7as undertalcen to perform on the project, regardless of whether that gerson conixacted directly with the contractor and regardless of whether that person has employees. 'I'4�is includes, without limitation, independent cnntractors, � � su�icantractors, leasing companies, motor cannie�r�, owner-aperators, employees of any auch entity, or emp�oyees of any entity which f�nushes peraons to provzde services on the proj ect. "Sez-vices" iu�alude, withaut limitation, providing, hauling, ar delivering eguipment or materials, or pro�idin,g labor, iransportahon, ar other services related to a project. "Servi.ces" does nat inciude ao�ivities unrela�ed to the project, suc� as food/beve�age vendors, office supply deli�eries, and delivery of portabl� toilets. �. The contr$ctor shall provide coverage, based on pzoper reporting a� classification codes axad payroll amounts and filing oi any cnverage a�reements, which meets the statu�ory requirernents of T�xas Labor �� Code, Sec�.on 401.011(44) for all employees of the contractar providing servzces af the proj ect, far the duration of the project. 3. The Cantracfor must provxde a certificate of coverage to the gov�rnrnental entity priar ta being awarded the conlx�d,ct. 4. If the aoverage periad s�own on the con.i�ractor's current certificate of coverag� ends during the duration o� the pzoj ect, t�e cnntractor rnust, priar to the end of the coverage period, fi1e a new certifiea#�e of coverage with the City showiz�,g that coverage has baen extendad. 5. T`�e contractor shall abtain from each person providing services on a proj ec�, and provide to the City: (a) a certi�cate oi coverag�, prior to �at person beginning wark an the proj ect, so the governmenta.l entity wi11 have on �ale certificates of cove�rage ahovving coverage for all persons pro�+iding sezvices nn the proj�ct; and (bj na later tban seven days after r�aeipt by the contraator, a new certificate of coverage �howing �xtenaion af covera.ge, if the coverage period shown on the cu�ez�t certificate of ' covarage ends during the duration of #�e p�roject. 6. T'he cantractor shall retain alX required certificates o�coverage far the duration affihe project and for on� yeax thereaft�r. I 7. The contractar shall not�£y the City in vvriting by certif'ied mail or personal delivery, within ten (10) days after the contractar 1�n.aw ar should have laaown, of any change that materially af�'ects the prdv�ision af caverage of any person providing services on the praject. 8. Tha contrac�or shall post on each project site a no�ice, in �Iie text, form and manner prescribed by the Te�ras Worker's Campensat�on Cor�nission, inforrnrng all persons providing sexvices an fhe project that they are required tv b� covered, and stating how a persan may verify coverage and repart Iack of coverage. 9. The con�ractor shall contractually require each person with whaxn it contracts ia provide services on a praject, to: D-29 (a) provicie cov�rage, based on prn�per raporting on tb�e classz�catian oades and payroll axnoux�ts aa�d filing af any ca�erage agreements, which meets tlxe statutory requixement� oi Texas labor Code, Section �401 A11{44} for all of its employees pravidvng services an the project, far the dwratian of the prajeat; (b) provide to the con�ractar, prior to that person beginning work on �e proj ect, a certificate nf cov�rage showing �at coverage is being provided. �'or all employees af the person provading services Qn the project, for ihe duration qf t�e project; (c) provide the contractor, prior to the e�zd of ihe coverage period, a new cert�f cafi� of coverage show�ing extension o� coverage, i£ the coverage period shown on th� current certii�icate of co�rera�e ends during the duration of tha project; (d} obtain from each other person vc�ith wharn it contracts, and provide �o the cont�actor: (1) a certificat� of coverage, prior to the other person begiz�ning work on the paraject; and (2) a new certificaie of ooverage showing extex�sion of coverage, prior to the end a£th.e coveraga period, if the co�verage period shown on ihe currexxt certificate of coverage ends during th� duratian of the praject; (e) retain aI1 required aertificates of coverage on file �ox tlie duration o£t�a.e project and for one yea�r ther�after. (� notify the G`ity in writing by certi�ed rnaiI ar personal delivery, within ten (IQ) days after the person knew or shauld have Irnown, of az�.y change that materially affects �e provision of coverage of �ny p�rson providing services o� the projeet; a�n.d (g} contractually require each person with whom it cox��racts, ta perform as requir�d by paragra.phs (a) -(g}, wit1� r,he certificates of covexage to be prov�ided to the person for who�n they ar� providing services. 1 D. By signing this e�ntraet ar providi�g or causing to be provfded a certificate of covera�e, th�e contractor is representing ta tlae City tb.at all employees of �thc cont�a,ctar who vvi11 provide services on the praject vvilt be cavered by wor�er's connpensation caverag� far the duratinn ofthe project, th�t the coverage will be based on pxoper repoxting of clas�ification code.� and payroll amnunts, and il�at a11 caverage agreernents will be filed wit� the appropriate insurance carrier ar, in the case o� a sel#' insured, with the Texas Woricer's Comp�nsation Cornmission's Di�vision oi Self-Insu�ra�nce Regula,tion. P3rovi.d�izzg f�lse or �nisieadiz�g informa�ion may subj�ct the can�raatar to adininistrative penalt�es, crixninal penalties, civ�il penalties ar other ci�il actions. 11. The coniraetor's failure to co�n.ply wiih any oi tb.ese pxovisions is a b�reac� of contract by the contractor wl�ich entitles #he City to declaze the contract vnid iithe contractor daes not rernedy the �reach within ten days a�er receipt oi notice uf breach from t�ie City. D. �'astiva.g of Requir�d Worker's Corv�ensatian Co�erage. T�e cnniraator �hall post a notice on eaah project site i�nfarnvng all person.s pravxding services on th� project that they are r�c�uired to be coverecl, and stating how a person rnay verify cu�rent coverage and report failure ta provide cov�rage. This notice daes not satisfy otlzer posting requirements i�aniposed by tlae Texas Warker's Comper�ation Act or other D-30 � �? Texas Worker`s Compenisa�ion Corn�issian rules. 'I'izis notice must I�e printed wi#�a a t�t]e i€z� at least 30 point bold type and te�t � at least i9 point normai type, and sha11 b� in both Er�glish and Spanish and any other langua�e cornmon to the worker population. Th� t��t for the notices shall be the follav�ring te�t, �►ithout any additional words or chang�s: REQUIRL�D WORKER'S C4MPENSAT�ON COVERAGE "The law req�ires that eaci� person working on this site or providing se�rvic�s related to this construction project must be cavered by worker's compensat�on insuranee. This ineludes persons providing, hauling, or delivering equipment nr ma�erials, or providing lal�or or �ra�nsportatian or other service relat�d to th� pxoject, regardless of the ident�ty af ib.eir ermployer ar status as an ernployee". "CaII the Texas Worlc�r'� Compensation Cornrnission at 512-�4aQ-3789 to receiee info�ation un the l.egal requirement for coverage, to verrfy whether your employer has pro�rided the required coverage, or �o report an employer's failure tQ prnvide coverage. DP55 Ouera�in� an.d Maantenance Manuals: A. The Coniractor sha11 provide five copies of comp�.ete "O & M Manuals." Al� information should be bound iri five separate ioose-leaf bindegs and delivered to the Own.er at I�ast i.w'a weeks prior to final ia�pection of�he project, ' B. Far each produc�, equipxnent, ox system the folloavraag data shall be pravided {unless deemed inappropriate by the Engineer): i� 1. A general deacrip�ion of the equipsnent or systern listing t1�e major components, intended service, and . other gener�l data. 2. Teahnical daia iacluding nameplate da�a., design para�neters, ratings, eapacity, perfarmance ciata, operatian curves, characteristics and the like. Clearly distixlguish betv�re�n infarrr�atinn which daes and does nat appty. 3. List of warnings and cautians to be observed during installation, operation, and maintenance. 4. Fu11y detailed installafiion and operating instructions including special tools required, alig,nment instructions, start�up and shut-down sequ�nces. 5. Maintenance, service, and repair inst�uct�ons includir�g mai�tenance and service sched►�les, rnaterials and me�aods for perfonrx�ing roui.ine, special, and annual service. 6. Troubl�shooting guide and check list indica�ing common failures, test methods and pmcedures for determining camponent fault or failure. '` 7. Spare paxts list indicating part and order nu�mber w�ith name and address of supplier. Include aurtent price� of replacement parts and supplies. $. Typewritten test reports inclnding material and sy'stem tests performed. Includix�g date of test, testing paxty, wi�tnesses and record of test coaditions and reaults in test reports. 9. Diagraxn.s to include con�rols, wirin�g, installation or operation of �he equipment or system. D-31 I0. Copies of all "REVIEWED" shop drawings. I].. Copies of all manufacturer suppli�d warra�xties and �arantees. C. 'T�e contractor should submit two preliminary capies of i�he operation anc� maintenance manuals to the Er�gineer at least six weeks prior to fin,al pxoject inspeatian %r review. One copy nf the documents will be returned to the Can�ractor rnarked "APPROVED" or "REVISE AND RESTJBNIlT." �f it is n�arked A�'�'ROVED, th� contractor only needs �to pz�o�vide four additional copies. If i# is rnaxlced "REVISE AND RESUBNIIT," repeat fhe "O & M Man�xal" snbmittal in accordance v�rith this item. DA�6 Trench Excavaiion, Backfiil and Comuaction Trench excavation and backfill under parking lots, dri�eways, gravel surfaced raads, vwi�thin easements, and with�n existing ar future RQ.W. shall be in accordance with Sections E1-2 Bac%�il� and E2-2 Excavat�on and Backfill of the Greneral Cvntract Doc�rrk�ts a�d Specifications except as speci�.ed herein. 1. TRENCH EXCAVATION: In accordanca with Section E2-2 Excavation and Sackfill, if the stated maximum trench wid�s are exceeded., either through accident �� othezwise, and if the Engineer de�ermines that the des�gn Ioadings o�' f.�e pipe will be excaeded, the Can#ractor will b� required to sup�art the pxpe with an improved trench bottom. The e�pense of such rem�clial measures shall be entireiy the Contractox's own. A11 irenching operations sha11 be confined to the width of permanent rights-of way, p�rmanent eas�m�nfis, arid any temporary construct�on easements. All excavatio� shall be in strict compliance w�th the Trench �afety Systems Sp�cial Condition of this document. 2. TRENCH BACKFILL: Txenches which lie outside of existing or futuxe pa�emen� sha11 be backfilled above the top of the embedmer�t material with T�ype "�" baekfill mate�rial. Excawated mat�rial used for Type °G" backfill must be mechamicaily cornpacted unless th� Contractox can fiunish the Enginee� with satisfactory evidence that the P.L ofthe excavated material is l�ss thaxi S. Such evxdenca shall be a test report €rom an independ�nt testing �aborratory and must include representarive sam�les of saiis in all i�.volved areas, with a Ynap showing the location and depth oithe various test holes. if excavated rnateriat is obviously granular in nature, contain�ing ]ittle or no plastic ma�erial, the Engineer may waive th� �est report requirement. See E1-2.3, Type "C" ar "D" Backfill, and E2-211. Trench Backfill for additiar�al r�quirements. When Type "C" back-fill matena� is nat suitable, at the dixection of the Engineer, Type "B" backfill maiezza� sha�1 be used. In general, all backfill mat�rial for trenches in e�aistuag paved streets shall be in acco�dance with Figure A. San,d ma�erial specified in Figure A sha.11 be obtained fram an approved source and sha1l cansist of dura�le parCicles free of thin or �longated pieces,lumps of clay, soil, loam or vegetable matter and shall meet the fnllowing gradanon: Less than l. 0% passing the #200 siave P.X, -10 o:r less D-32 Additionally, the crushed limestone embedment g�radation specified zn Section E1�3 Crushed Lim�stone far Embedment af #he General Cantract Docurnents and Sp�c�ifications shall be re�laced wi#h the iallflwing: � , Sie�e Size 1" 1f2„ 3/S" #a #s % R�t�lIlea. 0� 10 �Q-75 �5-90 �a�iao 95-100 A11 other provisxons of �his section sha11 remain the same. 3. TRENCH COMPACTION: A11 trench backfill shall be piaced in lifts per E2-�.9 Backfill. Trenches which lie outside e�.stang or fitture pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S,T.M. D698) by means af t�m.ping onfy. Trenches which ii.e uuder existing ar future paveinent shall be backfilled p� Figure A wi�h 95% 5tandard Proator D�nsity by jet�ing, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +�4% of its optirnum moisture conten�. The top �wo (2} feet of sewer line trenches and the top eighteen (18) inches of wat�r line may be rolled in with heavy ec�uipment tix�es, pravided it is placed zn lifts appropriate to the material l�eing used and �.e operation can 1�e performed withvut damage to the ix�stalled pipe. The Ci#y, at its own expens�, will perfarm t�ench campaction tests per A.S.T.M. standards on all trench backfill. Any retesting requ�r�d as a result of faiiure to compact the backfill material to �neet the standa�rds will be at the expense of th� Contractox and will be billed at the commercial rates as detexmin�d by the City. These soil density tests shall be perFoz�rned a# two (2} foat vertical intervals beginning at a level two (2) feet abave the fop of the installed pipe and continuing �o �te iop of the compl�ed backfill at intervals along the lxench not to exceed 30U linear feet. The Gontractor will be responsible for pro�iding access and irench safety system tfl the �evel of �razxch backfill #o be tested. No extra compensa�ion w�ill be allowed for exposing the backfill Iayer io be tested or pr�viding tren�h safety system for test� canducted b� the City. 4. MEASURENiENT AND PAY�ENT: A11 material, including any and a11 Type "B" backfill, and labor costs of excavat�on and backfill will be included in the grice bid per linear foat of water and �ewer pipe. D-57 Shou Drawin�,s: 1. Subrnit seven (7) copies af shop draw�r�gs,layout�, rnanufacturer's data and mate�rial sahedules as may be zequized by the F�agineex for his re�ri��ay. Submittals �a.y be ck�ecked by and stamped with the appxoval af the Contractar and idenfified as the Engineer may x•equire. Such rerri�w by th� Engineer shall inciude cheeking for general con�armance with t�e design concept of the prnject ar�d general compliax�.ce wit� ir�formatian given in the General Gonixact Documents. Inciicated �ctions by the Engineer, which may result £rom k�is review, sha11 not canstitut� concurrence with a�y deviat�on fram the plans anc� specifications unless such devia�ions are specifically ideta,tified by the z�aethad describ�d below, and ���� further shall no� relieve the Contractag af responsibility for errors or omissians in the submitt�d data. Pracessed shop drawing submittals are not chan�e orders. The pwpos� af su�mittals by the Contractar is to demons�ra�te that the Contraatox underatands tkie design concept, �nd �that h� dernonst�ates 1u� understandin� by indicating which equipznent a.r�d ma.terials he intends to fixrnrsh and install, and by detailing �he fabrication and installatzon xnethods he intends to use. If de�riations, discrepancies or aoi�fliCis beiweeri 5ub121i.ttalS and t13e de5igl� di�aWingS antUoi SpeCi�Gaiions are discoveTed, either prior to or after submittals ar� processec�, t�ie design dravv�ings and speci�cations shall govez7n. Tf�e Cantraetor sha11 be r�sponsible �or ciirnensions vu'hich are to be conf�med and carrelaied at the jab site, £abrication processes and iec�iques nf oonstxiation, coarclination of his vvork vwith that of other t�ades and satisfactory performance his work. T�e Contxaetor shall checic and veriiy a�l rneasurements aad review submittals prioz tQ being sub�itted, and sign or initial a staternent included wi�h t�ie submittal, which signif"ies cornpliar�ce rvith plans a.nd specifications a�.d dimen:sions suitable for the application. Any deviation frdm the specified aritaria shall ba expressly stated in wr�i�g in the submittal. Three {3) copies oi the approved subrnittals shall be refa.ined by the Contractor until completion af the prnj ect and presented to the City in bound fartn. 2. 5hop drawings shall be submitted for tl�e follavving iterns prior to insta�laiion: List the required submittals here Adclitional �hop drawing rec�uirements are described in some af the rnat�rial specificat�o�s. 3. Add�ess for Submittals - The submittals shall be addressed t� the Chief D�sign Engineer: (Proj ect Mana�er) City of Fort Worth 1Q00 Throclrnzortan For� Worth,1"X 76�,0� D�S� Post Construction Televisxon Insuection of Sanitary Sewers A. Gene�ral, `i'k�is speoial condatioaa oovers t�e fiunishing of all neoessary materials and equipment to perform post-conslruction television inspectian of all sanitazy sewar lines instailed under this contract. Tk�s television ins�ection is co�►sadered as a part of tf�e final inspection. A satisfactory inspeciion is required hefora ths pxoject is coz�.sidered cornplete. B. Material: 1. VHS farmat videocassette reco�ding equipment �.nd �apas are xequired fox video taping. The t�levision camera used for the inspection shall be speci�ically designed and co�astructed for such inspec�ion and shall pro�v�ide a color picture. Lighting far the camera sha1l b� suitable �o a11ow a clear picture of the entire per�phery o�the pipe acceptable ta iY�e Engineer. Th� carnera sha11 be operative in 100 percent humidiiy aondi�ions and shall have a min,izn.um of 6001ine resolution. 2. Recording equipment shall be �quipped wi�h data xecorder capable oithe �a�lowing: a. Date and time b. Foota.ge c. Project narne, contract number, aontractar, and inspection firm d. Location, nnain/lateral numbe:r, and statian number D�34 C. Execution: 1. T'lie ConLractar shall obtain the se�vices of a qualified independent cornpany to perform the televisian inspection. 2. T`he Cozitractor shali pro�ride traffic control during inspec�ion operatians � maintai�n public tra�'ic and safety of all personnei. 3. The Co�tractor sha11 elean a11 construction d�bris, sand, and gravei from the sewer to be inspected. 4. Satisfactory pr�ca�►tiona sk�a.il be taken to protect the sewer lines frvm damage �liat might be inflicted by the improper use of in�pection equiprnent. Any damage doz�e during inspec�ion shall be r�aired by the Can�ractor. There shall b� no additional paymen.t for these repairs. 5. Tnternal Television Inspectian a. The inspection shall be done on.e sewear seGtion at a time. The sectian hein� insp�cted sha11 �e isolated from the rema.inder of the sewer in a xnanner approved by the Engineer. Any defects found shall be repaired hy the Contractor and then re-inspected. Thexe shall be na additional cnmpensation allowed far such repair or re-inspec�ion. b. The camera -shall be moved thrnugh the 1in� in either direction at a uniformly slow rate, stopping a� all defect� �a allow adequate evaluation by the Engir�eer. In addit�on, the camera shall be stopped at each service connection. c. Cost for excavation #o retrieve inspection equipmeni shal� be the resporzsibility of the Contractor. The City shall no� be liable for any costs relative to retxieving inspect�on equipment from the sewer system. �d, Sani�ary sewer mains must be laced with enough water to fill all 1aw points. The television ax�spection must be done imrn.ediately follawing the lacing af the rnain �nvith no water flow. Sanitary sewage rnay be used to propel the camera i.f'the main. is live. However, flaw rnay be restricted in a manner approved by tlze Engineer when neoessary to provide a clear image nf the sewer being inspected. e. Telephoz�es, poz�table radios, CB, walkie talkies, ar ather elec#ronic means oicomana.unication xnust be sei up whe�re voice or manual communieation is not feasible. 6. Viewing a. Tk�e television inspeation companp shall provide faci�ities for the purpoae of viewing the monitor while the inspection is in progress. b. The Engfncer shall witness the televisian inspectian. 7. Record Lags a. The video�ape of each sewer segment �hall no�e on �he tape the proj eot name and numbar, the rnain ar lateral nurnber, the b�ginning rnanhole statior�, t3�e ending znanhole sia�.an, the time and D-35 The following i� an addendutn ta E1-17, Conber Water Service Lines and Cotaber A11ov Caunlin�s: All fittings used �or 1�/a" and 2" water s�rvices lines sha.11 b� compression �ttings of ihe type prod�ced with an intermal "gripper ring" as manufaotured by tk�e Ford Meter Box Co., Inc., Mueller Company, or ap�roved equal. Approved equal products shall submit shop drawings and man.ufacturer'� catalog in�foxrnation fnr approval. Con�racf�r shall make a,ll cuts ta the copper tubin.g with a copper tubing cutter tool specifioally designed %r #his purposa in order ta provide a clean, square cut. The use o� hacl�saws ox any other type of autter will not be allowed. Prior to installing the compression fittings, the copper tubing will be rnadc raund by the use of a "rounding tube" speci�'ical�y made for fhat purpose. Payment for all work and matersals associated wi�h 1%Z " az�d 2°' appper services shall be included in the prioe of the appropxiate bid item. D-G8 Parotsc�on af Exi.sfiin� Curb and Gutter: On projects w�era water services are to i�e r�placed but the street is not scheduled for a full x-econstruation, th� Contractar sba11 not disturb �he �xisting curb and gutter. Water services sha11 be instailed using a"gapher" or similar rneans tha# wi11 not disturb the exisiing curb aud gutter. If the exastiaag curb and gutter is damagec�, it sha11 be replaoed at the Can�ractor°s �xpense ta the nearest construct�ion joini in either dir�c�ian. Na separate payment wi11 be made �or work and �nateriais necessary to proteot the existing curb and gutter and all costs incurred wi�l be considcred io be subsidiary to #he contract. D-69 Confractor's Resnonsi�ilitv for Dama�e Claims: Part C— G�n�ral Condinons, Section C�-6.12 shall be revised to read as foilows: Contractar coven�ts and agrees to inde�mify City's enginecr and architect, and their personnel at the project site for Contractor's sale negl�gence. In �d.dition, Cantrac�nr eovenants and agrees to indenanify, l�o1d harmless and defend, at it� own ezcpense, t�e Qwner, its of�icers, servants and employees, froxn and against any and all ciaims or s�.its for property lass, properiy damage, personal inj�ary, incIuding death, a�ising out of, or alleg�d to arise out of, the wozk axid seiv�ices tn be perfor�ned hereuz�dear by Cantractor, its officers, agents, employees, SU�CDI1tC'�.C�tOTSy licensees or invitees, wheiher or not anv such iniurv. dama�e oY deaih is caused. in wiaode or in �art. bv the �ae�ligence or alle�ed ne�li.�ence nf Owner, rts nti`icers, servants, or emvlovees._ Con�raotor likewisc covenants and agrees to indemnify and �o1d haxmless th.e Own�r frozn and against any and all injt�ries to Owner's officers, servants and empIoye�s and any darnage, loss or des1ruction tn property of the O�mer arising from the performance of �y of tYie terms and conditions flf this Cantract, whether or not anv such iniury ar dama�e is caused ira whole ar in r�u�t 15v tl'ie ree�e�l'i�e�ce ni� alYe�ed ne�li �r�ce of Owner� its o icers. servants or emnlavees.. � the event Owner receivas a�ritten claim for darnages against the Contractor or its su�contractars pzior to final pa��nt, frnal payment shall not be nnade until Contrac�or eit�er (a) subrnits to Owner satisfactory ev�denoe t�hat the claim has been ssttled andlar a release frorn th,e ciaimant involved, or (b) prov�ides Owza�r wif1� a letter from Cantrac�ar's lialailzty insuranae ca�rier tha.t the claim has been ref�rred io the insurance carrier. r �� 'I'be Director may, if he deerns it appropria#e, refuse ta accept �ids on other Ciiy af Fort Worth public worlc from a Contractor against wliom a clairn for dainages is autatandi.ng as a resuli of work performed under a City Contract, D�90 Public Noti�catxnn P�rior to Be�innin� ConstxuGtxan � Frior to beginning const�ucf�o� on any block in the project, tk�e cont�actor sha.11, on a block by hlock ,- basis, prepare and deliver a natice or flyer af t�e pending conslxuction io the frant donr of each residence or business that will be impacted by construcl�an.. The notice shall be prepared as follows: The not��cation nofiice or flyer shall be posted seven (7) days prior to begiu�ing any consixuction activity on each block in fi.�e pralect area. Th� flyer sl�all be prepared on the Can�ractor°s letterhead a,nd shall include tlie following informa�ion: Narne of Project, D4E No., Scope of Praject (i.e. type of consl�ct�an activity), act�aal co�,struction dura�ion within the block, the name of t�e cont�acto�r's forezna� and his phor�e numbe�r, ilae name of the City's inspector aad his phone number and the Ciiy°s after hours phane number. A saz�aple of the `pre-constr�ction notification' flyer is attached, 7`�e contractor shall subrrtit a schednle sho�nving the construc�ion s�art and finish tim� for each block ai tl�e project to the inspector. In addinon, a copy of the flyer shal� be delivered to t� City vnspector for his review priar to being distribufed. The contractor will not be allowed to begin ennstruction on aray block Unti] the flyer is delive�red to a11 residents of the black, An �lactronic versicm of the sample flyer can be obtained frorn #he constraction offlice at 891��306. All work involved �cvith the pre-e€anstruetion notification flyex shall be consid�red subsidiary ta the contract price a�d no addi�ona,l compensation shall be made. D �'�1 Traf�Zc Control: The contractar sh�ll be �espansible for pmviding, fallowang, and mainta.inixig a traffic cont�'oI pian during the consf�,uction of t�us projeet consistent with the provisions se# forth in the "198U Texas Manual on Uniform Traf�'ic Control Devices for St�eets and Highways" issued �under the authority of the "�tate of Texas Unifarm Act Regulating Traific on Hi.ghways," cadified as Article 6'i01d Vernon's Ci�il �tatues, pertinent sections heing Section Nos, 2'�, 29, 3Q and 31. Tkxis traffic control plan shall be suhmitted for review and apgroval to Mr Char�es R. B�kett, City Traific Engineer @817�871�8774 at �east 14 working days prior to t�xe preaconstruction conference. Although wor� will not begin unt�l tLe traffic control plan has been reviewed �nd approved, the Coniracior's tfime will beg�n in ac�ordance with the time frame esiablis�ed i� the No�ice to Contractor. The Contractor will not remove any �egulatozy sign, iva�,st�uctional sign, street name sign or other sign which has been erected by the City. T`he Cantractoar shall not install any sign on a city post, po1e, or shuct�rs without fir�t obtaining writt�n permission from the Engineer. I� it is deterrnined that a sign mus� be remo�'ed io permit r�quired canst�ruc�ion, the Contractoz� shall cantact the Transpartation and Public Works Department. Signs and Markings Division {phone number 871-8107), to remove the sign. In the c�e of regulatozy signs, the Cantractor must rsplace the permanent sign with a temporary sign meeting the requirements of the above D-41 re�erenced manual and such tempora�y sign must be installed p�ior to ihe removal of the permaneni sign. If t,�e temporazy sign is not insta�led co�rrectXy ar if it does nof ineet the required specifications, the parmar�ent sign shall be left in place until the tempn�raty s%gn requirements are met. When construction work is compieted ta the extent that th� permanent sign cari b�: reinstalled #he Coniractar shall again cantact the Szgn� and Markings Division ta reinstall the permanent sign and shall leave lus temporary sign in place until such reins�allation is completed. D a72 H1�IAC Testin� Procedure The eontractor is requi�ed to submit a Mix Design for both Type "B" and "D" as�halt that wi11 be used for each proj�ct. This should he submitted at the Pre-Con�t�eiction Conference. This design shall not be more than two (2) years ald. Upon sul�mittal of the design mix a Ma�shal (Proctor) will be �alculated, if one has not been previnusly calculated, for the use during dervsity testing. For type "B" asphalt a maximum af 20% rap rnay �e used. No Rap may be used in type ��Ds, Upon a�proval of an asphalt mix design and fhe calc�ulation of the Ma�rshal (proctor} the cor�txactax is approved for placement of the asphalt. The cantractor shall cantact the City Labora�ory, tlaraugh the inspect�r, at least 24 hours in advance af the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a:rolle�r to es�tal�lish a rolling pattern that will provide the xeqt�.ired de�.sities, The zequired D�nsity for'i`ype "B" and far Type "D" asphalt will be 91 °�o af the calculat�d Marshal (proc#or}. A Troxlar Thin Layer Gauge wiil be used for all asphal# testing. After a rolling pattern is esfahlished, densit�es should be taken at locations not �ore than 300 fee# apart. The abave requir�rnent applies to both Type "B" and "D" asphalt. Densi�ies on type "B" must be done before 'l�pe "D" asphalt is applied. Cores to determir�e thickn�ss of Type "B" asphalt must be taken before Ty�pe "D" asphalt is applied. Upon comp�etion of the applieation of Type "D" asphalt add.itional cores must be taken ta determine tlie applied thickness. D �i3 Fre�Construction Nei��borhood I�Ieet�iu�: .A�er the pre-construc�zon co�t�ferenae has been held but be%re constntction is a.11owed tti hegin on this pro3ect a public meeting will be held at a locatian to be determined by �he �ngzneer. The contractor, inspector, and project manager sha11 meet with a11 affected residents and present the projeated schedule, incl�ding const�uc�ion sta�t date, and answer any canstruction related ques�ions. Evexy effort will be mad.e to schedul.e tlie neighborhood mae�ing within the two weeks following the pre-construction canference but in no ease will constxuction be allowed ta begin aut�I this meefing is held. D�9� �.creased v�r Decreased Ouani�t�es; Part C- General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4 (1), rev7ise paa�agraph C4-4.3 INCREASED OR DECREASED QUANTITIES tv :read as follows: D-42 "C�-�4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the righ� to alter ' taae quantities of th� w�rk to be pe�£o�rmmed oY to extend or sharten the improvements at any time when and as found to be n�cessa�y, and the Can�actar sha.11 per%rm fhe work a� altered, increased or decxeased at the wut pric�s as established i�n the cantract documents. Na allawance ; i wi11 be made for any changes in anticipated pra�is nor sball such change� be cansideared as waiving or invalidating any conditions or pro�i.sions of the Coni�cact Docume�ts. Variations in quantities af sanitary sewer pipes in depth categaries shall be intexpreted herein as applying to the overall quantities o� sanitary sewer pipe in each pipe siz� but not ta the various dapth categorie�. D-75 Canstrnction Stakes: ThP City, through its 5urveyor or agent, will provide to �he Con�ractor constnict�on stalces or oih�� customary methods of marki�ngs as may be £ound consi�ent wi.fh pra�essianal prra,ctice to establish line and grade for roaelway and utility constrnction and cente7rlin�s and benchmarks for bridgework. 'These stakes shall be set sufficiently in advance to avoid delay whenever practieal. Qne set of stakes shall be set far all u�lity eonstruction (water, sanitary sewer, drainage, etc.}, ona set of excavation/or stabilization stakes, and ane set af stakes �or ourb and gutter andlor � pav'i�g. It shall be �he sale responsibility of �a,e Contraetar to preserve, main�n, f�ans£er, eta., all stakes �urnished until completion of the constructiQn phase of the project �ar wluch they were fiirnished. If, in the opinion of the Engineer, a sufficient number of' stakes or markings provided by the G"�ity have been lost, destroyed, or disturbed, that the praper prosecution and c�n�ral o£ ihe work contracted for in � the Confiract Doeuments cannut #�lce plaee, then �he Contractar shall replace such stakes or maskings as required. An individual regis�ed by' the Tescas Baard oi Pzofessional Land 5urveying as a Registexed Professiaual Land Swveyor s�aaJ,l replace these stakes, a� t�e CQntactor's expense. No claims for delay due to a lack of replaCement of consiruction stakes will he acc�pted, and �irne will continue to b� charg$d in accardance with the Con�ract Doc�exits. � D-i6 Sani�ary Sewer Service Cleanonts: �� Whenever a sani�taay sewer service lins is installed or replaced, t�3ie Cantractor shall install a twa- �_ way sarvice cleanaut as shown u► the aita�ched de#ail. Cleanouts are tQ be installed out of high tra�fic areas such as dxiveways, st��ets, sidewalks, eta. when�ver possibl�. When it is not � possible, the cleanout stack and cap shall be cast iron. Payrnent for a11 work and materia�s necessaxy for the ins�allation of #he twa way scr�c� aleanaut which are required to provide a complete and fiwctional sanitaxy sewer cleanout shall b� included in the price bid far Sanitaxy Sewer Service Cleanouts. D-43 Dtl77 Pratective 1Vlanholc Coatin� Fur Co�rosian Prot�c 'on: �,A �3 IiVi��lO�. f�ARlF�OL� CO.�►i1P�C ��11�i� L1NIN� SY�i�I�€: A, GENERRL 1. Scape �his sec�an gaverns all work, materials and testing requi�-ed for th� appl�c�tion of interiar manhoEe coating. Manholes designa#ed for interior coating are listed �# the Manhafe Rehabilitatlor� Schedufe, f[sted in 5ection �, Interior manhole caa#ing shall meet the requirement� of th9s Secilon, or o# Section DA-1Q, DA-9'�, DA-12, or DA- 14. 2. DeseriptEan The Contractor sY�all be responsib�e for the fu�-nishing of all l�bor, supervision, materia[s, equipment, and tesfing requirod far fihe campletion af interior coa�ng of manholes in acoordance wi#h the Contract Documents. 3. Manufacturer's R�comm�ndatians Materials, mixt�re ratias, and procedures utilized fo� the coating process si�all b� in accordar�ce with manufacturer's recammendations. 4. Manho[es Manholes to be caated ar� of brick, block, or concret� constructian. A!I manholes shall have a minimum of one�hatf (112) specialty cement-based coating material (Quadex QM-1s or Reliner MSP} sprayed ar trow�Iled on coati�� over the ariginal interior surface. �. MATERIALS 9. Scope This ssciion governs tY�e materials required �flr oomplefiion of 9nterior �oating of manholes. Z. Interior Caating Raven UI#ra High-�uild epaxy Coafing, a�two�part epa�cy resin system using 10D% soGds based epoxy bin�e� with fibrous and flake fllers, is manufactured by �a�en �inirtg syst�ms and designated as Raven 40a. 3. Speciaity Cement The specialty cement�based coaiing material shail be either Quadex QM��! s as manufactured by Quadex, lnc. or Reliner MSP as manufactured by Sta�dard C�ment Materials. D-44 4. Mat�riaf Identification Contractors will campietely identify �i�e types of grout, mortar, sealant, andlor root co�trol chemicafs propased and provide case histor�es of successful use or defenc� the choice of grouting mat�rials bas�d on chemiaal and pt�ysical praperties, ease � of application, and expected pertormance. These grouting materials shall be cnmpatibl� with Raven 4D5 interia�- caating. ih� contractor shall be responsible for getting apprn�al from Ra�en Lining systems andlor the grout ma�ufacturers fior the � use of these graufiing materials. �. M�xing a�d Handling Mi7cing and handling of ir�terior coating, which may be taxic �nder certain conditions shall b� in accordance w�th #he �ecommenda#ions of the mar�ufacturer a�d in such a manner as to minimize hazard to personnel. lt is the responsibility of the Contractor ta provide approprEate protec�ive measures to ensure #hat materials are under con#rol at a�l times and are nfl# availab[e to unautharized personnel or ar�imals. Alt eq�ipment shall be subject fo the approval of th� Engineer. Coatir�g shall b� performed only by ce�ifed appl9cators app�oved by fhe manufacturers. C. �X�CUTION 1. General Manhole coating shall not be performed until sealing of manhole frvm frame and grade adjustment�, partial manhole re�laoement, manhofe grouting ar sewe� repEacementlrepairs are camplete. � 2, Temperatures Normal interior c�ating operatian shall be perFormed a� temperatures c�f 40°I� or greater. No applicafiion shall be made when free�ing is expected within 24 F�ours. 3. Iriferiar Man#�ole Coating f + a. Manholes schedulec� for interior caating are shown on the Manhole Rehabilitaiion Schedule. ihe interior ooa#ing shal! be applied to the ' manhale from the bottom of ��e manhole frame to the benchltrough, includir�g the b�n�chltrough. b. The interior caating shall be installed in accordance with the manufacturer's . r�commenda#ions and the followir�g procedur�, �I 1) The surface preparaiion s�►all comply with the requirements of Section DR 9, SU��A�� PR�PA��I�N �OR MANH�I.� R�ST4RATI(�N. �} Apply a minimum af one-half (1I�) inch specialty cement base� produet (Quadex QM-1 s or ��liner MSP} smooth surface #ar #he ure#hane coating material. D-45 a. When tunneling is permitted, the fining o# the tunnel shal] be of su��icient sfr�ngth of' suppnrt the o�erb�rden. 7he Cantractor shall subrnit th� propased liner me#hod to the �Rgineer for approval. T#�e tunnei liner design shall bear the seal of a licensed prof�ssio+�al eng�neer in the State of Texas. Appro�al by the Engir�eer shall not relieve the Cantractor of the r�sponsibility for the ad�quacy of the liner method. b. ih� s�ace between the tunnel liner and the 6mits af excavation sf�all be pressure groufied ar mud jacked. c. Access �ales for placing concrete shal! be spae� at maximum interval� of 10 f�ei. D. lw[�,ASU��M�NT AND PAYM�N7: Instailation of pip� by otk�er than open cut wili be measured by the linear fo�t of pipe, complete in place, �uch measurement wifl be made betuveen the ends of the pipe along the central axis as installe�. ihe work performed and materials #urnished as prescribed by this item will be paid for at the Contract �nit Price bid per linear foot for��ipe Instalfed by O#her `�han �pen C�f of the type, si�e, and class of pipe �pecified as shown on plans. ihe furnishing of all materEals, pip�, liner maferials required �o� instalfatian, for a!} preparatian, hauling and installing of same, and for aA labor, tools, equipmer�t and incidentals neeessary to compfete the work, 9ncluding excava��on, backfiiling and disposal of surplus mat�rial sE�all be included in the �antract Unit Price as shown in the Bid Propasal. ��ymer�t sh�ll �€�t inctud� pav�ment �pl�ce��nt, �htc�t iF requir�d, s��ll be ���d sep�r�te[y. � r, (Tn be printed on Coni�actor's i,etterhead) Date: DOE No: 363� PROJECT NAME: 3G" WATERT..Il�E TO SERVE S�NDERA R.AIiTCH MAPSCO LOCATION: �XI�� LIlVIITS OF CONST.: �Alpha St. between Beta 5treet a�nd Gau�ma Ln.) Estimated Duration oF Cans�rr�c�ian on your Street :[X7�� days 'T�S IS T� Il��OR1V.[ Yi�U T�T �'1�TDER A C�71l1'I'���' �TIT�I �FiE �iTY OF FORT W��T�, �Ult COIVYPAN� ��L�. C�1�ST`RU�'I' t� Vi��TERII�TE OI�I OR AI�O�iTI) `�'4)iTiZ �R�PEYtTiT. �OltTS'�'RiTC'TI�1lT WL�.L BEGII�T AP�ROXI�IATEL�' SEVE�T l)�ii�5 FR�I� 'TIIE DA.TE OF THIS �lT���E. IF Y(��3 I3AVE QITE5TIOI�S �OUT A��E�S, SEC�RTT�, SAF�T'Y �R �il�TY OTHEl� ISS�UE, PLEASE C�SLL: l�X. �CONTRACTOR'S SXTPERIl�TENDENT� AT �TELEPHONE NO.� ElJ�', l�'. <CITY INSPECTUR� .A.'I` <TELEPHOlY� NO.� A,FTER 4:30 PM OR O1�T'�EEI��TD�, PTIEASE �ALI1 �71�7970 PLEASE �EEP THIS F.LYER HA.I�DY WHE1lr YOU CALL. D-51 CIYY �P �OR7° WORiw HI�HW�eY CDPISi�lJC�'IDf� ���VAILIN� WA�� R�4i� �OR 2Q00 4 � � �. c��.ss��rra�r��r� --- .. Asphalt Raker Aspi�alt 5hoveler 6atching Plant Weigher Carpen#er (Rough) Concreke FinE�her-Paving Cnncrete Finisher Helper (Pa�ing) C�ncreke Finisher-Structures �lagger Form Builder-Structures Form Setter,Paving & Curbs �orm Setter�Structures Laborer-Commfln Laborer-Utility Mechanic Servicew Pipe l.ayer Pipe �ayer Helpsr Asphalt Distributor Dperator Asphalt P�v[ng Machine Operator Concrete Pavfng Saw Crar�e, Clamshell, Bacichoe, Derrick, Draglfne, Shavef (� 1 1I2 GY} Crane, Clamshell, Backhoe, Derrick, Dragline, Sha�e� {� 1 112 C� �ront �nd Laader (2 112 GY & lessy �rant End l.aader (over 2 �12 CY) Milling Machine Operator Mixer Motor Grader Operator (�ine Grade) Mator Grader dperatar Pavement Marking Machine RoEler, S#eel Wheef Plant-Mix Pa�emen#s Rojler, Steel Wheel O#her Flatwheel or Tamping Rol�er, Pn�umaiic, Self I'rapelled Scraper Traveling Mixer Reinfaraing Steel Setter (Paving} �'ruck Driver-Single Axls (Light) Truck �river�Tandem P�xle Semi-Trailer �ruck Driver-Lowboyl�loat Truck Driver-Transit Mix Truck �ri�er-Winch i��URLY RAi�. $10.32 $9.7� $9.65 $'[ 3.64 $'��.16 $9,70 $13.44 $7.00 $13.44 $'f 0.25 $9.75 $7.64 $8.fi4 $13.25 $'{ 0.13 $7.35 $6.i5 $� 1.45 $11.49 $10.�3 $10.00 $11.52 $9.9� $9.32 $8.00 $11.p0 $12.31 $13.i5 $11A0 $9.88 $12.92 $$.02 $10,U0 $9.i5 $8.04 ��n.2z ��o.� $� 0.63 $9.80 f �:� I.: . - ; � . � :. � � - ' j �. - � � - ` - � ' ' j . • . ` ' . . � � . . : � . . . - . � ����� . . ������� � - .. i . . _ 1 �� � � � � �� l ' - � I � ' ' � . I I i I� � ' . v I ' . G. ' � � i . � � V . S�C�ION �1 - MAYEFtIAL SP�CI�ICATIONS SECTION E2 � CONSTRUCTION SP�CIFiCRiION� ,�ANUARY 1, 1978 (REV�SE� 112�188) iABLE OF CONi�N�S E Section � Speci�catior�s ��1) �9-2 Backfill E1-2(1) E2d�.11 Trench Backfill ���2{1 j {.�r � C&� No. 011358.010 i � SECiION E S�'ECI�ICAiIONS JANUARY 1, 19�� A[I materials, cor�struction methods ar�d procedures used in this project shali conform ta S�ctians �1, ��, and �P+of tF�e I�ort Worth Water Department �eneral Contract Documents and Genera[ Specificatiarfs, together with any addi#ianal materiai specification{s), car�struction{s) or later revision(s}. (See re�isions listed on this �heei). Sections ��, �2, and E2A of ik�e Fort Warth Qepartment General cantract Dacum�nts and General 5pecificat�ans are hereby made a par� of this contract document by refierence fnr ail purposes, the same as if copied verbatim herei�, and such Sect9ans are filed and �e�t in t�e affice of the City Secret�ry of ihe City of Fort Worth as an official record ofi the Ci�ky of �ort Worth. INDEX E1 MA7�RIA� SP�CIFICAT30NS E2 CONSiFiUCiION SP�CI�ICATIQNS E2A G�N�RAI, ❑�SIGN ��TAI�S � � � ,� � [ � C&� No. 011358,010 S�C7'lON E'I � MATERIA� SPECIFICATIONS MAT�RlE1�, STAN�ARD E1-2 JANUARY �, 1978 (APR�L20, 1981} �1 �2 �ACKFIL�. E1�2.4 BACKFILL: �Cor�-ect minimum compaction requirement to 9�% Proctor der�sity and correct P.I. values as follows:) c, Additior�al bacicfill requirements were apprc�ved for use in streetse {1) Type B �ackfiill (a) Maximum plastic index (PI) shall be 8. (�) Type C Backfill {a) Mater�al me�tir�g req�irements and ha�ing a�I pfi 8 or less shall be cansidered as s�itab[e far compactian by �etting. {b) Materia! meefiin� requirements and havir�g a PI of 9 or more shall be considered for use anly with mechan€r.al compaction. C&B No. 0113��.010 �E�TIO�I E� - G9�1�T��DCiIOiV S�ECIIF�CA�aO�� ���➢�T�3�CiIQ� S�AN�AR'� E2 2.'� 1 JA���+�� �, 1978 {AF�R9'� 20, '� 9� 1) �2-2.11 TI�ENCH ��►�KFI�La (Co�ect mir�ir�nunn camp�c�oo� r�qe�ig�pmer�4 uv9i�rev�r it ap��ars i� this sec��an io 95% �ractor d�nsity ex�ept�€ar ��rag�aph aa10 vv�er� #�e'°95% mod'o�i�d i�roct�r d�s�sity`° s��lf rernaf� u�ochar�g�d). C&B Nfl. 01 � 358.0� 0 This ceRificate is executed by Liberly Mutuai Insurance Group as mspecLS such insurance as is efforded hy lhose compenies. BMOp68 CerHticake nf Ineurance 'fhis cartiticatc is issued es e�nalter of infonnatian oaly and confers no rigius upon you 1he cert�cete helder_ This certi�icatc is nat an insurance policy end dnes nat amend, exlend, or alter the covcrage afforded by the nplicios kis�ed below. This is ta certify that (1liame and address of Cnsuted) BRB CO�ITRACTORS INC. 3805 NW 251h Street PO Box 750940 TOPEKA, K5 6fi618 AR, Az, CO, GA, IA, KS, MN, MO, NU, MH, NM, DK, SD, TX is, et the issue d�te of �his certi6cete, insured by the Company under the policy(ies) lisled balow. The insurence afi'arded by tha lisled policy(ies) is suhjec[ to all their terma, exclusians and candilipns and is not altcrcd by any requirement, ten� � or condition af any coatract ar oiher dacumenE with respect to which this certi£cate may he issued, �xpiration T.ype � Expiration Date[s) Pqliey Number{s) Limits af Liability Continuous* p4/p112UO3 WC2-141-433275-D12 Coverage affardednnder WC law of I �mployers Liability Lxtendeck the fullawing atates: I � A'd X Palicy Term Wnrkers Compensatian 0410 L/2003 General Li�hility HClaims Made X Occurrence � Retro Date � � � 04I0112003 Automobile Liability X Owned X 3Von-Owned X Hired � � �� 1 .�� II � ,� I� � i� ,�� '9 i � l�' I "i i BadilyIn,ury y cci ent $500,000 Each Accident Bodily Injury By Bisease $500,000 Polfcy Limit Bodily Injury By Dasease $500,0�0 Each Persan TB2-141-433275-022 General Aggregate-OYher than ProdlCompleted Operations $2,000,000 Products/Completed Operstiona Aggregate $z,000,000 Eodily Injury and Property Damage Lisbiiity Per $1,000,DaU Oecurrence Personal artd Advertfsing Injury Per Person 1 $1,Q00,000 OrQanization Other L'ra6ility Other Lia6ility $1QO,OOp-Fire Legal $1D,Q44 Medical A51-141-433275-032 Each Accident - Single Limif - B. I. and Y. D. Com6ined $1,DUQ,000 � Each Person �+ ach Accident ar Oceurrence Each Accident ar Oceurrence C Project: 36-inch Water Line Sxtension to SerVe Sendeta Ranch, Contract 1 O ProjecfNO:PWl6-06�I6fl16185fl M The Ciry of Fart Worth, its afficers, employees and servan[s are additianal insured with respect to Gene�al Liability Form LGI005 M E N T S •Tf the cedifieate expiration dutc is con4nuous or extended tenn, yau wil] be nouficd if caverage ia terminated or redaced 6efore the cenifieate exgicatian date. Haweve ,}vu wlll wt 6c aotified annually oFA�e conLinuation af cavorage. Speciai Notite » Ohio: Any person who, with intent lo deFraud or knawing [hflt Ite ! she is faciEitating a fraud againsl an insuier, submits an applica4on or files e cleim eonleining a faise ar deceplive stetemant is guilty af insura�ce fraud. hnportant infonna�ion to Florida policyholders and cedificale holders: in the event you have eny questions or need infonnauon abonl this certificale far any reason, pleaSe contact your �oca1 sales produecr, wUose name und Eelephone nuwhee appears in thc lowcr left camer af this certifica�e. Tbe eppmpriate local eeles oEtice mailiQg address may also 6e vbleined by ca�ling Ntis ntunber. Noticc of cancelletio�; (not applicahte unlesa a num6er nf days is entered heEnw) . BePore the stated expuativn date tha compauy wikl nat cancel or reduce �he insurance afforded under t6e e6eve policies until at least 30 days nnlice of such cancella[ion has becn mailed to: Office : OVERLAND PARK, ZCS Phane: 913-681-170D Cerri�icate Hnlder: City of Fort Worth 100D Thrackmorton Street Fort Worth, TX 761026311 �`i��3'':�.c�i.f ��.�.:lY��`7� I Kimberly Newman Aufhorized RepresentaHve Date Issued: 011�67103 Prepared By: CD ' A�N�I�� C��TIl�I��iE �� �l��I�liY lN�U�R�C� OP ID D OATE(MMIOD/YYYY) I BRBCOOI.� 01/13/03 I PRODUCER THIS CERTIFICATE 15 ISSU�D A5 A MATTER OF INFORMATiON ONL.Y A[VD CONFEF2S NO RIGH75 UPON THE CERTIFICAiE �Cre�cher--Lynch & Co . HOL�ER. THIS CERTIFIGATE DOES NOT AMEND, �Xi�ND OFt 851i Hillarest Road Suite 300 ALTER TH� COVERAGE AF�DR��Q 8Y THE PQLICIES BELDW. IKansas City MO 64138-2777 Phone:816-444-9494 Eax:$16-444-5474 � in�suR�n �I_ BRB Contractors, Inc. I 3805 NW 25th 5t. Topeka KS 65675 INSURERS AFFQR�ING COV�RAGE NAIC # WSURERA: W28tC�lESt2� Fire Insurance Go. iNsuR�Rs: Kemper Tnsuranae Group OlU$2 inrsuRER c: INSUf2ER �: , 1NSURER E: �C4VERAGES � THE PDLICIES dF INSURANGE LISTEQ BEIOW HAVE BEEN ISSUE� TO 7HE WSURE(7 NAlufed ABOVE FdR iH� POLICY PERIOn INDfCA7En. ntOTNlITHSTANpING ANY REQUIRENIENT, TERM O{2 CON�I714N OF ANY CONTRAC70R OTHER DOCUIufENT WITH R�SPECT TO WHICH THIS CERTIFICATE MAY BE ISSUE� OR I MAY PERTAIN, TME 1NSURANGE AFFDRDED BY THE POEICIES �ESCRIBED HEREIN IS SUBJECT T4 ALL 7H� iERMS, EXCLUSiONS ANC] CONdITIONS DF Sl1CH POLICIES. AGGR�GATE LIMITS SHOW75F MAY HAVE BEEN RE�l10ED BY PAID CLAIMS. iNstt auu•� POLICY EFFE�TIVE ' POLIGY EXPIRATION L7C2 �.N5PoL TYpE OF IN5URANCE POLICY NUMBER DATE jMM1UDIYY} 6ATE (MM100lYY} LIMITS � GENERAI LlABlLITY � � COIufMERCiAL GENERAL LIABILITY � CLAIMS MAd� � OCCUR GEN'L AGGREGATE LIAAI7 APPLIES PER: � POUCY n PE� n L�� AL3TOiNQBILE I,IABILITY ANY AUTD ALL OWiVS� ALITOS SCH��ULED AUTOS Hlit�l] AUTOS � NON-0WN�b AUT4S GARAGE LIABILITY � ANY AUTO EXCESSIl1MBRELI.q LIA9ILITY A � accuR n CLqIMSMADE CVA1510340 EACH OCCl1RRENCE $ LifiMACGC I V KCIV I CU PREM35E5 {Ea occurencey � MED EXP (Any ane personj $ PEitSpNAL & ADV 1NJURY $ `GENERALAGGREGATE $ I PftO�UCTS-COIvfPlOPAGG $ COMSINEo SINGLE LIMlT (Ee accitlent) BODILY INJURY (per person) BODILY IiV.fURY (Per accidenf) PRQPERTY DRMAGE (Per accidenq � $ $ $ I AUTO ONLY - EA ACC{OENT � OTHERTHAN �ACC $ AUTO ONLY: AGG $ EACHDCCl7RR�NCE $�a��OQ,oaa 04/01/02 04/01/03 � AGGREGATE $ 1Q, 000 , 000 � i pE�l1CTIBLE $ �� . X RETENTION $ �O f OOO S � W4RKERSCOMPENSA710NAND IT RVLIMITS I I�� I EMPLOYERS' LIABILITY AiJY Pf20PRl�'T'ORIFARTNEPoEXECi1TIVE I E.l. �ACH ACGl��NT $ OFfICER1MEMBER EXCLIJaED? I E.L. DISEASE - EA EMPLOYEE $ I ff yes, describ� under I SPEGIAL PROVI310NS 6etow E.L. DiSEASE - POLICY LIMIT $ � OTHER �'B TnstalL Floater 3AT685034-00 04/O1/02 04/O1/03 Limi,t Cont amt Buildess Risk Ded $2,500 � DESCREPTfpN PF OPERATIONS! LOGA710N51 VEHICLES ! EXCLU33ONS AUn�� BY ENdDRSEMENT I SPECIAL pROV1310NS CON'TRAC'�`�+,MOUNT: $1,736,241.40. Proj: PW16p.06p160151850. 36�T water line " extension to serve Senders Ranch, contract 1. ��he City ot Fort Worth, its afficers, emplayees & ser�rants are additional insureds with respect to the builders risk oavezage. 'I CERTIFICATE HQLDER CANGELLATION City o£ F'ort Tninr�h 1000 Thx�ockmorton Street Fort Wprth T7� 761�2-6311 ' ACORQ 25 (2�01l08j F3'WORTH SHDUI.P ANY �F TH� ABOV� Q�SCRIB�P POL�CI�S BE CANCELLE� BEFORE THE EXPIRATIDN �ATE SHEREOF, THE ISSUEMG IFISURER W[LL ENOFJIVQR TO MA1L 1 O �AY$ WRITTHN NOTICE TO THE CERTIFICATE HDLUER NAME� TO THE LEFT, 6UT FAILURE TO DO Sp SHALL 1MpO5E iJ0 OBLIGA7IOT! OR LIA6lLI7Y OF ANY KIkD llpON Tl-EE IN5LJRER, IT5 AGENTS OR R�PR�S�NTATIVES. AUTH RIZ E E E TATIVE � O ACOR� COl2P0l4ATION 1988 �__ CUNTRACTOR COMPLIANC� WlTH WORK�RS' COMP�NSA'I'ION LAW � Pursuanl lo V,T.C,A Labar Code Section 4D6.096 {20�0), as amendcd, Conlraclor cerlires lhat il pro�ides workers' compensa�ion insurance coverage far all its employees emplayed an city of Fort Wor�l� De�artmeni of Engineering No. 3G38 and City af ForE Worlfi Project Nuinber PWI6(I-(1601GU151850 J3RB COiVTRAC�'QRS , INC : CON'I'RACT��i By: �_ Mic4�a� . WeJ.ch President Ti lle January 8, 2003 Datc �� STAT� OF � KANSAS � COUNTY OF �' SIIAWNEE � BErQRE ME, t[�e u�idersigned aulhaa•i[y, n�� chis day �crsnntilly appeared Michael C. We1c�, known to me be lhe person whose name is suiiscribed ta liie foregoing iiislruntent, and ac}cttowledgcd to mc tl�at Itie exeeuled lhe same as the �ct anc� decd of BRB Contractors, Inc. fos• lhe �7urpose and considcr�lion lherein exp��essed ai�d in lhe capacily lhercin stated. GNEN UNDER MY �IAND AND SEAL Or OFFICE this 8th day ofJanuary . 2003. '�� �--��. Notary Pulilic in and �or � tl�a 5tale of ��k Ka�sas ��r��@� �. �6���� - �op�� �'ublic -- St�te af #Gans�s ►�YaaPt. �res�.�[ :/ � -d h � P�RFORMANCE I30ND THE STAT� OF'I'�XAS � KNOW ALL BY THESE PRESENTS: COUNTY Or' TARRANT § Tra�elers Casualty and Sure�y �� � Tlial we ([}. BRB COI�TRACTORS, INC. as Principal herein, a�id {2) Company of America , a � i carporalion or�a�i�ed u��der ihe laws nf tl�e 3ta�e of {3) Connecticui: , and who is �� autl�orized to issue sureEy 6onds ii� ti�e 5tale oFTexas, Surety hcrein, are held and firmly bound unto the City of Fort li � Worih, a municipal cor�aralion loca��cl i+� Ta��rant and Dei�ton Counties, Tex�s, O�ligee herein, in tf�e sum of: ONE MILLION S�VEN fIIINbRGD THIRTY-5IX T�iOUSANU TWO Ii[]NDit�D ON� AND 401100 ...................................................................................................................... Dol�ars ($1,73G,20I.4Q) for the payment of wlliclt su�n we bind oursel�es, our f�eirs, execulors, administrators, successars and assigns, jointly and severally, firmly by these �resent. WHEREAS, Principai Ilas entered into a cerlaiiY wrilte�i contract willl [he Ohligee daled the of . 2UO3 a copy oF whieh is hcrcto attached and nzade a p�rt hcreaf for all purposes, for the eonstructinn O�: 36-1NCI3 1�'AT�R LINE EXTENSION TO S�ItVC SENDCItA RANCII. CONTRACT I NOW THEREFORE, the condil'aoi� of lhis abtigatip�i is s�cf�, if the said Principnl shall faithfully perform the work in aceorclanee witli �he pla�is, specificalions, and co»lract documeiits and shall iufly indentnify and hold har���less [h� Obligee from all costs and dama�es which Obligee inay sufl'er l�y reason of Principal's c�efault, and rei�ubu�se a��d re�ay Qhligee for all ora�lay �►nd ex�ense tl3at O�iligec may i�icur in n�aking goad sucli default, lhen lhis obligaEion shall be void; olherwise, to rcmain ii1 full force and eCfecl. PROVjDCD, HOWEVER, tlial this bond is execuled pursua»t lo Chapter 2253 oP the Texas Gnverni��ent � Code, as amended, and afl liahilities an this bond shall he determined in accordance with tlie prnvisions of such � siatule, lo the same exle�al as if il wcrc copied al lenpllt herein. IN WITN�SS WHER�O�, tl�e duly authorized represen�ati�es of tl�c Principal a�d the Surety ha�e execuled tl�is insErumenl. SIGNED AND SEALLD ll�is day of .2003. TRAVEL�RS CASUALTY AND SUR�T'Y COMPANY OF AMERICA TRAV�L�RS CASUALTY AND SURETY COMI'ANY TARMINGTON CASUALTY COMI'ANY H�rtfc�rd, Can�zccticut �G183-9(1G2 POW�R O�' ATTUHN�Y AND CER'1'IC+ICATE O�+ AUT�IDRITY OT ATTORN�Y(S}-IN-�ACT KNOW ?�LL �ERSONS liY TH�S� �'RESENTS, TAAT T12AVEL�RB CASIIALT'Y AND SUR�TY COMPANY O� AMERICA, TRAV�LERS CASUALTY AND SURETY COMI'ANY and �'ARMINGTOI� CASUALTY COMPANY, carporations dujy organized under tlie laws oF tl�e Stale oi' Co�wecticut, a�id ha�ing lheir principal aII'ices i« tl�e Cily of Hartfard, County of Harti'ord, Siate oC Connecticut, (hereinal�cr tlte "Cumpanies") halh made, consti�uted and appoit�ted, and do by tltiese presents make, constitute and appoint: Diane Bcndcr K�gcr, Jol�n M. Ko�c►•, 3r., v�' To�cka, Kansas, tlieir irue and lawful Attorney(s)-in-�act, wit�i full power and authority ltereUy conferred to sign, execute and acknowledge, at aay pSace ��itlun t�ie United Slales, or, if llae following line be filled in, wilhin tlic area there designated tt�c following instru�nen[(s): by liis/lier sole sig�aature and act, any aitd aI1 bonds, recognizances, contracts of indeannity, and other wrilings obligatory in tt�e �iature of a bond, rccognizance, or conditional underlaking and any and all consents incident lliereto and to bind tlie Companies, therc�y as fully and to tl�c s�n�c extent as if tlie samc �vere signed by titc daiy authorized of�cers t�f flie Campa��ies, and all ilie acfs of said Atturpey(s)-in-ract, ��ursuant to t�ie �utharity hercin gi�en, are hee•eby ratifiecl And con�rmcd. Tlus appoiiitnient is inade under asid by authority oF ll�e following Standing Resolutions of said Cnmpaiues, wluch Resolutions a:re now i�n full force and efie�i: VOTED: T'hat 4he Ghairman, !he Presidetit, a�iy Vice C1�Ainnan, aary �:xecutive Vice Preside�it, any Senior Vice Presidcnt, �uty Viee President, aaiy Secand Vice President, the Treasurer, any Assistant Tre�surer, Ihe Coi-porale Seeretary nr any Assisfant �ecrefary tn�y appaint Atlorneys-in-I'ttct and Ageuts lv act Cor and oix behalf of the compauy and niay give such appaintee such aulhotily as his or her certiricafe of auihority may prescribe f0 51�11 W1LI1 L11E CDItl�c'lllY'S AffittE dll(I SCaI WE�I LI1C COlri�allj�'s seal bands, recagnizunces, coutrttcls of ixfdemnity, and nther wrifings obligatory in the nalure of � bond, recognizance, or condition�l ande�taking, and a�ry of said ofTicers or lhe Baard of DirecEars at any lime may remove any suelz appnintee and revoke tlie powcr giveti him or her. V01'�D: That ihe Ch�irman, Uie President, any Vice Chairman, any Executive Vice President, any Senior Vi�e President ar any Vicc President may delegate al1 or �ny part o£ Ihe foregoing Aulliority to one or more oiiicers or em�loyees of this Conlpany, provided that e�ch such cielegntion is u� �vriting auc� a copy l�iereof is filed in ihe aLTice of lhe Secrelary. VO'1'�D: That any boud, recognizsuice, contracl of indemnily, or writuig obligalory in the nature of a bond, recognizance, or conditinre�l undertaking shall be vaiid �id binding upon !he Com��suiy wllen {a) signed by the President, any Vicc Chairman, any Execulive ViGe President, any Senior Vice President or any Vice President, any Second �/ice Presidenl, the Treasurer, any .�lssisfant Treasurer, llie Corporate 5ecretary ar a�xy Assislant Secretary and duly attesfed and sealed with lhe Campany's seal by a 5ecreiary ar Assisla�it Secret�ry, or (b} duly executed (under seal, if rec{uired) by one nr more Attomeys-in-Tact and Agents pursuan! to Qte power prescribed in his or her cerli6cate or lheir certificates of authority or by one or more Compttny officcrs pursuani ta a writlen deleg�lian of autliarity. TUis Favver uf Aitorucy and Certif'rc;�te of Aufl�n�•ity is signed sncl sealcd lay �'acsimile under and �y s�athority of the follorving Standing Resalutia� vo#c�l lay Q�� Bo�trds of Directors af TRAV�LEFtS CASUALTY AND SIIRETY COMPANY �� AM�RICA, TRAVEL�RS CASUALTY ANll SURETY C�MPANY uncl FARMINGTON CA5i7ALTY COIVIPANY, ►vii'rch Resoiut'son is no►v in full force a�d effcct: VOTED: '111at llie sigizafure nf each of lhe follnwing afizcers: 1'residcnt, a��y �xecutive Vice President, any Senior Vice President, �ny Vice President, any Assista�it Vice President, az�y Seotelary, any Assist�utt 5eeretaty, and flie sebl of ttte Campauy may ba �i�fixed by facsunile to airy power af atlorney nr tn any certificate relaii�ig UieretQ appoiniiug Resi�ient Vice 1'residents, �esideiit Assistank Secretaries or Ailorneys-in-Fa�t for purposes only of execuling and atkesting bonds a�d undertalcings and atlier writi�igs n6ligatory in the nafure thereo% and any such power of attarney or certificate bearing such fncsimile signalure ar facsixnile seal shal! be valid and bi��diilg upou lt►e Cflmpany and any such power so axecuted atxd cerlified by such f�csimile sign�ture azid facsimile seal sl�all be valid and binding upou the Comkaany in ihe iuture with respect to sny bond or underlxking tn which it is atlached. �S'97) IN WITN�SS WII�RL+'QA', TIiAV�L�I�S CASUA�.TY AND Si1RETY COMPANY OI+ AMERTCA, TRAVEL�RS CASUALTY AND SURETY COMPANY and FARMINGTQN CAS[7ALTY COMPANY tiave caused ihis instrumenE to be signed by their Scnior Vicc Presicient, and their carpnrate seals to be liereta �xed tliis lst day of 7une, 2000, 51'ATE OF CONNECTICCJI' }SS. HaRford COUNfY �r HAIt7'I'�RT] ��*�SRSW1F7pC rJ'�tY Akp,pG t� �p oq}��y . � � �m �� �� � HA►r�oRu. � ¢ HaRrFaaa, � � 19 � �� o � COS1N. g y CONN. ;o �6+?, w S�,a� �'ECt'N ...N�tiy.�� id,,` � F`iyD j'y + 1 tti Y TRA'VELL�RS CASUAI.T�C ANll SUR�TY COMPANY OF AMERICA TRAVL�LL�RS CASUALTY AIVA SURET'Y COMPANY TA,RMINCTOIV CASUAT�T1� COMPANY i �>��r���I :� George W. Thompson Senior Vice President On this lst day of June, 2DQQ bafore me personally came GE4RG� W. THOMT'SON to me known, wt�o, bei�tg by me duly sworn, did depase and say: that he/sltie is Seniar Vice Presidcnt af TRAV�LEIiS CASUAi.TY AND S[1It�TY COMPANY OF AM�RICA, TRAV�LERS CASUAI,TY AND STIR�TY CUMPANY �nc! TARMINGTON CASi7ALTY COMI'ANY, the corporatipns described in and wliic�� executed tlte ahave instrument; tliat lfe/slie knows ttie se�ls of said corporatians; that the seals affixed to the said instrurnent are auch corporata seals; and tl�at ltelshe executed tl�e said instrument on Uehalf af the corporations by autiiarity of l�islher o�"�ce under the 5tanding Resaluiians thereof. ��,.q�T� � � �`►�� �'�' CERTIFICAT� ,�� � ¢ My catnmissian expires June 3Q, 2001 �lotary Public Marie C. 1"etreault I, tltie undersigned, Assist;tnt Seeretary af TRt1VEL�RB CASLTALTY AND SUR�TY CQMPANY OF AMERYCA, TRAVEI,ERS CASUALTY AND SIIR�TY COMPANY and TARMINGT�N CASUALTY COMPANY, stock corparations aF ihe SEate af Connecticut, DO HE�EBY CLRTIFY tl�at the foregQin� and attached Fower of Attorriey and Certificate of Autliority remains in full %rce and has not been revai�ecl; and furtliermore, that tl�a Standing Resolutions oF tlie Bolyds of Directors, as set forth in the Cerfi�cate of Aulhority, are now in force. Signed and 5ealed at the Home Off'tce of the Cornpany, in the City of Hartford, State of Connecticut. Dated this ,�lay of �40.4� a��"f v AHO G�`SG,S� �}k14 � FTyc 4�y �G9 �'i� Ol�r�'.R � � ti m * �II NAiifFdRO, � tt HARTFORD, i � 1 9 8%� o �CONM. g � GONN, � �, �*� a � �.��,aA� �4�� x h��a dY� * ��J • Y �' � B �Lori M. Jahanson Assistan4 5ecre�ary, Bond � � .� 1 t�., TH� STATE O�"fEXAS § PAYMENT liONll � �� � KNOW ALL BY TH�SE PR�SENTS: COUNTY OF TARRAN'I ���Travelers Casualty and Surety Company o� America�' That we (1) BRB CONTRACTORS, INC. �s Principal �ierein, ancl '� (2) a cor�ora[Eon organized and exisling uncier the Inws of the 5tate af {3}Connecticut�s surety, are held and firn�ly bound wtlo tl�e Cily oi �ort Worlh, a municipal carpara[ian lacaled in TarranE a�d Denloiti CoUntles, 'I'exas, OUligee herein, in �f�e amount af ON� MILLION SEVCN �IUNDIZED THIATY-SIX TH�DUSAND TWQ HUNDR�D ONC AND 401100 .............. Dollars ($1,'�3G.2Q1.40) for lhe �ayroent whereuf, ti�e said Principal and Surety bind lhen�selves anc3 their heirs, executars, administrators, successors a��d assigns, jointly and sever�lly, [innIy by these preser�ts: W�-�REAS, llte P�•ii�cil�al has entered i��Lo a cerlaii� written cp�atrac4 will� the Qhli�ee daled lf�e day L of A.D. , 2�wi�ich conlract is hereby referred lo and made a parf hereof as If fully and to [he sasne extei�l as i�copied al lenglh, far (hefallowing project: 3G-1NCH WAT�R L1N� EXTENSION TO SERV� S�NDERA RANC�i, CONTRA.CT I NOW, THERE�'ORE, THE CONDITION O�' THIS OBLIGATION IS SUCH, tlia� if lhe said Principal siiall fai�hfut[y make payment to each anc� every claimanl (as cie{"inecl in Clzapter 2253, Texas Co�eriu�ient Code, as arnended) supplying IaUor or materials in the prosecution of �l�e work wider ti�e contrac[, llien this obiigation shali be void; otherwise, to remain in Full i�orce �nd effect. PROVIDED, HOWEVEl2, that this boad is execuled pursuant to CEiapter 2253 af tl�e Texas GovernmenE Cnde, as am�nded, and all li�bililies on this bond slti�ll be delermsned in acenrdance will� the provisions of said statute, lo tl�e same exlenl as if it �er� cppied al lenglh herein. IN Vi�ITNESS WHEREOF, llie �uIy autlso��ized rePresei�lalivcs ol� ��e Principai and th� Surety have executc;d il�is instruinent. 51GNED AND S�ALCD this day of , z003. � � � Lr ATTEST: ` �,� �� ��,.,.�� (Princip��l) Secret�ry � Da�id L. VanDyne BR� CONTR�ACTORS � I1VC. PR�NCIP,�.� /J���-� BY:�,� fd� ,t�� �! Name:Michael C, Welch Tille: President {SEAL) �� �f�! ,_ �4 Wit�iess as to Arincipal � ATT�ST: SCcreEary (SEAL) ����. �c.eQ Wiln�SS as l0 Surety Address: 1'. fl. Sax 45$7 Topeka, KS 5G6�4-0587 TeleplioneNumber: (785) �+78-3200 NOTE: � I. Correcf nan�e of Pria�cipal (Con[ractor}. 2, Con�ect name of Surely. 3. 5intc of iocoipor•a�'ton of SuE�ety. Teleplzone numher af surety must be stated. In addi�ic�n, an original copy of Power aE' Atlprney shall be altached [o Bond by the A(torney-i�-Fact. The date of bond sha�l not be prior �o date oF Coniracl. YO �34X 75U940 '1'Oi'EIiA, I{S CC675-09�0 'I'ravelers Casualty and Suretv Fanv of Amerai.ca/ SURE �� . �y: . Nait�e: •T n Nl. KoQer , Jr . Attarney ir� �ael TRAY�L�RS CASUALTY AND SUR�TY COMPANY OF AMERICA TRAV�L�RS CASiJALTY AND SURETY COMPANY FAIiMINGTON CASIIALTY COM�AN'x �iartCard, Con�icctfcut UG183-9UG2 PUW�R OF ATTORNEY AND CERTIT'ICAT� O� A[1THORITY Or ATTORNEY(S}-IN-�'ACT KNOW ALL PERS(?NS BY TH�SE PItES�NTS, T�IAT TRAVELERS CASiTALTY AND SURETY COMPANY (?r AM�RICA, TRAVELERS CASUALTY AND SIIRETY COMPANY and rARMINGTON CASITALTY COMPANY, corporalions duly organized under ll�e laws of tlie Slate o£ Conr�ecticut, and having their principal ofr'ices in the City of HarlCord, Cou�aty al' Hariford, Stale of Gonnecticut, (hereinafler the "Co:npnnies") l�ath made, constituted and appainted, and do by these presenis inake, constitule and appoint: Diarse Iic��dcr Koger, Joh�i M. Knger, Jr., of Topeka, ICansas, ll�eir true and lawfui Allorney{s)-in-Facl, witli futl power and aull�ority liereby conferred to sign, execule and aclu�owledge, at any pSace within tl�e Unilcd States, ar, if tlie followi�g line be filled in, wilhin flic area tl�ere desi��iated the following instrument(s}: by Iusllser sole signat�re and act, any and all bands, recogziizances, contracts of indemnity, and otlier wrilings obligalory in tlie nature of a bond, recagiiizance, or candilivnaZ undertatcing and any and all consents incident tl�ereta and f.o Uind thc Co�ni►anics, flaercby as fully and fu tl�e s:�nie ea#ent as if ttac sa�nc tvcre signcd Uy tlie duly autl�orixed of�ccrs of fl�e Campanics, an�I a�i tkte acts of said Attaritey(s)-in-FaCt, puraua�at tn t1�c autl�Qrity L3cE•cin given, arc I�ereUy ratificd un+f con�rnted. This appoint�nent is tnade under anci by autltvrity af t�ie following Stauding ResoIutious nf said Campaiues, which Aasolations are now in full farce and e1i'ecE: VOTED: 'Ihat the Chairman, the Fresidetit, any Vice Chainnan, any �xecutive Vice President, any 5cnior Vice President, any Vice President, any Secand Vica Presicient, l�ie Treasurer, auy AssisLant Treasurer, lfie Corporate 5ecretary or any Assislani 5ecrei:xry may appoitrt Attomeys-in-Pact anJ Agenis to act Cor and o��. behalf of lhe compa��y and may give sucl� appaintee such sulhorily as his ar he� certiFicate oi aulhority n�ay prescribe tv sign with the Company's na�ne and seal wiih ihe Campany's seal bnnds, recogniza�ices, contracts af indemnity, and o$ter writings obligatory in the iia#ure af a 6ond, recagnizance, or canditionai unde��taking, ai�d any of said o�'icers or lhe Hoard nf D'uectors al any time may rernave eny such appoinlee and revoke lhe power given him or her. VOTED: `iliat tlte Chai�rma�i, the President, any Vice Cliainnan, any Executive Vice Presicienl, a��y Senior Vice President ar any Vice Pcesidenl may delegate a11 ar tuty part af the foregning autharity lo one or more office�s or employees of Lhis Co�ipany, provided t�tut eackt suclt delegation is in writing and a cvpy fhereof is fileci in tt►e off'ice of lhe 5ccreiary. VOTED: Tliat any bond, recognizance, contract of indemn�ty, or writing nbligatory in. the nature of a bond, recog�iizance, or condilional undertkking s1taI1 be valid and biriding upoit the Goinpany when (a) signed hy the Presideui, any Vice Chairman, �uty Executive Vice President, any 5enior Vice Presidenl or any Vice President, any Secoud Vice Presideut, the Treasurer, �zny �lssistant Treasurer, the Corporate Secretary or any Assistant Seczetary and duly Attested and sealed with the Compaity's seal by a Secrefary or Assislaut Secretary, or (b) duly executed (und�r seal, if required) by one or more Atlarncys-in-Fact and Agenis �ursuanl to liie power �7rescribed 'ut his or her cer[ificate or their certificates of authority or by o�ie or rnore Campany oLTicers pursuant iq a writlen delegatioal af �ulitority. This Pqwe�• of Attorncy and Cerfifieatc of Authority is si�necl and scalcd by Tstcsimile undcr and by Aufiliority of thc follo�ving Stan�4i�ig Resalufic►n �oted by tlic BoArds of DireCEors of TRAV�LERS CASUALTY AND SUItETY COMPANY OF AMERICA, TRAVELER5 CASUALTY AND Si31ZETY COMPANY and FARMINGTON CASUALTY C011'[�ANY, wliicli Rcsulution is no}v in full lorcc and cflcct: VO'1`�D: That ihe sip�iatu�e oF each nf li�e following oFiicers; I'resident, a�ry �xeculive Vice President, any Seniar Vice Presicient, any Vice Presideiit, any Assistanf Vice Presidenk, any Secreiary, any Assislant Secrelary, aud t��e seal of the Cojnpany may be a�'f'ixed by facsuiiile to any power of aitorney or to any ceriific�le relating tltereto ak�poinling Resideut Vice 1'residents, Resiclent Assislant 5ecretaries ar Attorneys-in-Faci for purposes anly of executing and altesling bo�ids and underlakings snd other wrilings obligatory in the n�ture lhereof, aiid a�ry such power oF atlorney or ceriificale beari�g such fs�csimile signalure or C�csimile seal shall be v€�iid �uul binding upon llie Con�pairy and any such power so executed a�td cerlilied by such facsimile sign�tture and facsimile seal sliail be valid siid bniding upou !he Comp�ty in the future with respect to any bntrd or undert�king ta wl�ich it is att�xched. �s-9�} 1.� � IN WITNESS WH�R�OF, lhis inslrument is executed in 8 counlcrparls, each ane of which shajl be d�e�neci an original, this 8�y of .�1..D. 2Q03. i.�. . _ ATTEST: � � '• f t�gq�,j BRB CONTRACTORS. T�IC. ���c.� � Secre�ary David L. VanDyne • WITN�SS: (S�AL) ��� 1���� � � � Cnntraclor PO B�X 75U94Q TO�'GI S GG -09 0 I3y: _ + _�� Name.M hael . e ch- --- Til�e: Presiden� Travelers Casualt�y and Surety Con�pany af Ainerica �urety T3 Y: .�� _ � N me: Jahn M. Koge , . Title: �ttorney—in--I'ac� P. 0. Box 4587 Topelca, KS 66b04-0587 Address TRAV�LL�RS CASUALTY AND SURETY COMPANY OF AM�RICA TRAVELERS CASUALTY A1�1D SDRETY COMPANY T+ARMINGTON CA5UALTY COMPANY Hartford, Cannecticut OG183-90G� PQW�R OF ATTORN�Y AND CERTII+ICATE UF AUTIIQRITY OI+' ATTORNEY(S)-IN-FACT KIVOW ALL PERSQNS BY THESE P1tESE1V'1'S, TI3AT TRAV�LERS CASi]ALTY AND SURETY COMPANY U�` AM�RICA, TRAVEL�RS CASUALTY AND SURETY COMI'ANY and �ARMIKGTON CASUALTY COMPANY, corporations duly organizcd under ll�e iaws of the Stale of Coimeciicui, and ltiaving tlieir principal otf'ices in the City of HarlCot�d, County of Hartford, 5tale of Conneclicul, (lticreinafter tl�e "Comip�nics") i�ath inade, conslituted and appointed, and do by these presents mal�e, consdlute and appoint: Diune I3ender Ko�cr, Jolin M. Kogcr, Jr,, of Topeka, Kansas, llseir true and lawfui Attorney(s)-in-�'act, wi�l� fu11 power a��d aulhority hcreby conferred to sign, execule and ac[cnowledge, at any place �vithin tl�e Uiuted 5tates, or, if tl�� following line be f lled in, witliin the area there dcsig�iataci the following insirument(s): by hislltier sole sig�ialure ai�d act, any anci all bonds, recagnizances, contracks of indemnity, and olher wrilings oUligatory in tl�e na[ure of a bond, recogniza�ice, Qr cvtxdilio«al undertaking and any and all cor�sents incident thereto and to binsl #lye Cnnipnr�ies, tl�erelry as fully atnd ta tlic sauic extcnt as if t��e sttme fvcre si�rtc�l by the du[y autho�•izcd officers af tlse Companies, and aIl fUe ucts of said Attprney(s)-in-I+act, pu�•suaitt #o t�ic autliority licrcin givcn, arc here6y r�tificd and confirmcd. Tlus appointment is macie and�r and by autliarity of tlie follawin� Standing Resoiutions vf said Compatties, wlsich Resol�tions are now in {'ull force and elxect: VOT�D: Tha! lhe Chairm�n, tl�c Preside�►l, uny Vice {;11Uinn�,n, tury �xccufivc Vice Yresidcut, at�y Seiuor Vice President, futy Vice I'resident, tuiy Secoiid Vice Presideift, the Treasurer, any Assista�it '1'reasurer, tlie Corporale 5ccreE�u-y or a�iy Assist�t Secrelary may Appninl Attorneys-in-Paci and �1ge�its to acl for anci on belsaEf of ihe con��any a�id inay give such appai�titee such authonly as lus or her certificate of sufliorify may prescxibe to sigra with l��e Cnmpany's name and seal with the Company's seal bnnds, recagnizances, contrActs oF u►demnily, and oUier writuigs ahligAtory in Qte naEure of a bond, recogt�izance, or conditional undertaking, and any oC s�id o�cers or the Board of llireciors aE a�ny time may remove any such ttppointee and revoke �lie power giveu �iim or her. VOT'ED: 'Fitat lhe GJiainnr►n, the President, any Vice Cliuinnan, auy Executive Vice Ptosident, uny Senior Vice President or any Vice Preside�it m�y delegate all or any part af tlie foregving authoriky to onc or �nore ofCicers or e�nployees of l�iis Cn;npany, provided Uiat each such delegation is in writiug and a copy thereof is �iled in the ofiice of the Secrelary. VOT�D: That any boud, recog�iiztuice, conlracl oF indemnity, or writi�ig obligatory in Uie nature of a bond, recognizance, ar condifio�ial undertakisig shall be valid and binciing upnn tlie Com�any when (u) signed by the President, atty Vice Clxaini�an, airy Exenutive Vice President, arry Seiuor Vica Presidcnt ar viy Vice Presidenl, any Seco�td Vica President, tlie Treasurer, nny Assisfaut '�reasnrer, the Cotpnrate Secretary or any Assistanl 5ecretary and duly attested atid sealed with t��e Campany's seal by a Secret�lry or Assist�u►t 5e�retary, or (b) duly executed (tuic�er se�l, if required} by ane or more Ailorneys-in-I'act �nd Agenis pursuant to U�e power prescribed in his or her cerlificate or their certiCicates nF autk�ority or by nne ar more Coinpany ofTicers pursu�it to a writlen deleggtion of auilinrity. This Po�vex• of Attarncy and Cca•tific�te oT Auth�rity is si�,�ncd and scaled uy Facsimile uu�ler and by au#hnrity of t!►c folla�ving St�ndin� Resa[utian voted l�p fl�e Boards of Directara of TRAV�LERS CASUALTY AND SIIRETY COMPANY OF AM�RICA, TRAVEL�RS CASUALTY AND 5UR�TY COMPANY and TARMINGTON CASUALTY COMPANY, �vl�ici► Resolution is ��ary in full forcc an�i effcct: V�T'�D: That tlie signafure of each of Ilie fnllowi��g olr�ers; Presidenl, any Executive Vice President, any 5enior Vice Preside�k, any Vine Yresicient, any Assistai�i Vice I'residenl, a�ry Secretary, airy Assislant �ecrelary, suid ihe seal of tlie Compauy may be afiixed by facsiniile to any power nf attanney ar to any certificate r�lating thereta ttppointing Resident Vice Presidents, Resideat llssistant $ecrelaries or Atlorneys-ui-Faat for purposes only of executing and t�tkesting bonds gnd undert4ikings and oUiar writings obligatory in the nature thereof, and any s�ch power oF attorney ar certificate bauri��g such facsimile signature or facsiiitile seal sl�all be valid atid binding upon thc Company autd aaay such power so executed and certii'ied by such facsintile sig�iature and facsin�ile seal sl�all bc valid and binding upan ll�e Campany in the fulure wi�la respaci tn any hand flr undertaking to wl�icl� iC is atfached. (g-97) IN WXTNESS WHER�O�`, TRAVELEILS CASUALTY AND SIITi.�TY COMPANY OT AMERICA, TRAV�LERS CASUALTY AND SURETY COI�IPANY �nd FARI�IINGTON CASUALTY COMPANY have caused tliis instrument Eo be signed by thair Seniar Vicc Presidcnt, and tl�eir co�arate seals to be 2iereto affixed ihis lst day af June, 2000. STAT'� O� CQNN�CTICUT }SS, Iiartfard CDUNTY OF F�ARTI'OAD �,��as�� g�*LtY �HpsG �* G�S�A��'� o� �r 4"4 4 9� hp t HAF{FFOR�, � a HARTFORD, � �� 9 a a� o �C4NN. g w CONN. � ��w�� D'P 'ti... ���lA� y�b1 Y Nyp; 6'y�l i F,��l � r �� TRAVLL�RS CASI]AI.TY AND SURETY COMPANY OF AMERICA TRAVE�I:RS CASUALTY AND SLIR�TY C�MI'AN'Y FARMINGTO1rT CASiJALTY COMPANY i � `,�.��� � George W. 7hampson Senior Vice Pr�sid�nt On this lst day of 7une, 2000 be%re me persanally came GEORG� W. TT-YOMPSON to ine knavvn, who, being by �nc duly sworn, did d�pnsa and say: thaE tie/slze is Seninr Vicc 1'resiclent of TitAV�L�RS CASUALTY AND S[IR�TY C�MPANY OF AMERICA, TRAVEL�RS CASCIALTY AND STJR�TY COMI'ANY stnd rARMINGTQN CASUALTY COMPANY, the cor�orations described in and wY�iclt executed the �6ave instrument; that helslie knows tlie seals of said corporations; th�t t�1e seals afiixed to tl�e said instrument are such corporate seals; and lhat 1►efs�se executed ilic said insirument an belialf of tiie carporations by ai�tltiority af hisll�er oiiice under the Standin� Resolutio�s tl�ereof, ��.4�� � � A�;�,a� � � CERTIFICATE � � ��_���� � My cornmission expires June 30, 2001 Notary P�blic Marie C. Tetreault T, ihe undersignec�, Assistlnt Sccret7ry of TRAV�L�RS CASIIALTY AND SU1t�TY COMPANY dF AMERICA, TRAVELERS CASUALTY AND SUR�TY COMPANY ancl x+'A1tMINGTON CASUALTY COMPANY, stocl� corporations af ti�e State of ConRecticut, DO HEItEBY CERTIFY that the foregoing and aitaehed 1'ower of Attorney and Certific�te of Authority remains in full %rce and has not been revolced; and furtliermore, tl�at ihe Standing Resal�tions of tlti� Boards of Directors, as set forth in tt�� Certificate of Auihority, are naw in farce. Signed and Sealed at the Home O�ce of the Comp�ny, in fl�e City af Hartford, State oF Cann�etic�t. Dated this day of wu h Na ��fiU,� . �,� 65W7FIp� �CJ Y.1Y � sG t* ���'L �r •, � c HARTFORO, �� �' 1 4+B 1� o � � � b' � "j CONN, Z �r� �' � ,� �' �6 D � w».����� ��6f ` FN�br � �'y � H�� . �� �� ... � By Kori M, Johansor� Assistant Secretary, Bond t� PAR'I' G - CON'fRACT 'I'HE STA'I'� OF TEXAS � COUNTY OF TARRAN'I' � '� THIS CONTRACT, made and ente�•ed inlo thc c�ay n�'_ _ _ , 2003 hy and hetween lhe Gily of — Fc�rt War�h, a home-rule n�unici�al cor��araiion focated in Tai•ranl Coun[y, Texas, actutg fhro��;l� its Cily Manager - Ihereunl� rlulv a�[l�orized so lo do, Pariy of lhe rirs� PaE-1, F�ereinaftcr tenned "OWN�1Z", a�id �3R�3 � CON'TRACTORS ,, INC.o� [he City af TOP�KA County of 3� and Slate of KANSAS, Parly of [lie Second Part, - hereinaFEer termcd "CONTRACTOR". �'SHAWN�EF �� �WI'fN�55�TH: That for and ii3 consicicra[ion c�f lfie paymenls and asrecme:nts l�ereinaf�er �nculioned, to be mat�e and performecl by lhe Parly of ll�e l�i��st Par[ (C)wner), said Parly af lhe Scepnd Parl {CoE�t��aclor) �ereby agrees with lhe said party of th� Firsl Part (Ownea'} lo cc�mn�eiicc ancl camplelc ceriain improvements descri�ied as - Collovvs: 3G-�NCH WAT�lt L�NL �XTENSION TO S�RVE S�NDLRA RANCH, CONTRACT I And a11 extra work connected therewilh, under the tcrms as stated in lhe Co�t��act Docuznents, and al liis (their) own �roper cosl a�id expeiisc tc� fur��isf� a�l the materials, su�pfies, macl�inery, equipmeiit, tools, su�erintendcnt, Iat�ar, �on�ls, i��surance, and Qt[�er accessories aaid services necessary ta complale the sair] construction, in accordance wilh alf �he requirei��enls of [l�e Cant��cl Documents, which include all maps, plats, blue�r'rnts and olher drawings and priilled or wril�en explanalory matler lhereaf, anc� the specifications ti�ereof, as prepared by lhe Engineers employed by tEie Owuer, each of wliiclz k�as been ic�enliCed by the endorsement �f tl�e Conlractor and the Engineers thereon, lo�ellter wilh lhe Contraetor's Writlen Pro�osal and tf�e athc�� parts af lhe Contracl Doc�ments liereto attached, inc�uding tlie Forc Worth Water Dep�rtment General Conlraclor pocume�ts ai�d General Specificatians, ail o[' which are inade a parl lierevf and collectivejy and consliwle tfie eniire co�}lract. ►i ��'i ��? �� ��� �. , J � � , _.. i �� � Tlle Co��lracton c�reby agrees to comma�ec work williin tei� (ID) days aI'tcr ihe dale wri[ten �iotice to do so sliall have bee�� given to iliin, aud ta s�bstantialiy complctc san�e within the lime slaled in lhe propvsal. The Owner'agrees lo pay ll�e conlraclor in currenl funds for il�e perforu�ance of Ihe cnntract in accprdance willz t1�e Proposal submilted tl�erefore, subject to additions a»d deductians, as provided in ll�e Coixtracl Documents a�d all approved modi�catioits thereof, and to ni�ke paynteul o� accounl ihereaf as pravic�ed lherein. IN WITIV�SS WH�R�O�', lEic Parlics [U lhcse p��cscnts have exccuEed ll�is Canir�cl in 8 counlarp�rls in lhe year and say first above w��i�teu. I � l i Cilv of Fort Worlh, Texas (Owncr) Parly of LI Fir � l I3 Y: �r � _ - Marc A. 0 A�sistani City Manager CW �! � ��� `�'�� C�antx�e� 14ta�ha���s�,iox�. -_ _ F �1 � �I��..2� _R._-- . ���� BKB CONTRACTORS, INC. PO 130X 754940 1'OP�IiA, I{S GG675-Q940 Contractor }3 y: � Mic ae1 C. Welch Title: President APPROV�D: -������-�_��� A. Douglas Rademaker, P.E. Directof• Depaj-tment af �ngineering CW ATT�ST: ���j � �� �— . . _. _._.:_..:.�,..�- Cily Ser�'i.lary (Seal) W1TN�SSES: ���� � Dava.d L. VanDyne ppraved as o Fprm ai�d Legality: � � . Assi. City A�torney _ � ' ,� , � ������� � COMPANIES !NC For ,Every Carner of Yaur World �����7y 700a8 Hallister 1�� �������g�� ������3/464- 000 • Fax; 7131�fi0-8060 http:l/www.corrpra.com 3699 � W.r�'T�R �'I�:A:�lT�MI��IOI� �'I]PE�II�T]E T� ��l�T��R�. �Al��l� �IT� ��' ��'�R�' W�R'I'I�9 '�'�.�,� m PR�PARED FOR ����ii'�i� �L �����r� FORT WORTH, TEXAS PREPA RED BY � �o�R� �����.���s, ���o�r��.���. HOUST�N, T�XAS APRI�, 240� �;������ _ _ �� � , ` �� `�,� �' � - �' . OO� O0 �6-�4 � ��a• e o a� Ey� `'i' o� o�' e �q � °�+ �iOe � � ��� ��� ;� �� ���� 6!��� . ��� 1 ��'����r �caaBL� or corrTENr� , � 1.0 �ntroductxan 2.0 Carrosxon Evaluation 2.1 Smnmary 2.� Results and Anal�s�is 2.3 Corrosion Protection Requixements 3.11 Design Repnrt 3.I Sr�mma�ty 3.� Protective Cnating � 3,3 Pipe Bedding and Backf�ill 3.4 Cathoc�ic Profiection 3,� Jnint Sanding and Electrical Isolafian 3.d AC Mi#igation � 3.� Test Siations 3.8 Conclusions and Recaminendations Appendices Appendix A Appendix B Appendix C Appendiu� D Test Prpcadures Field Data Labor�tory Data Test Stafian Schedule TABLE OF CONTENT� (Cont'd) Apnendix E Appendix F Appendi�. G Appendix H App�ndix Y Specif'ication Sectia� 1�640 —,�oint Bonding and Electrxcai �soI�tinn Specificahon Section 1�d4�. �- Corrosion Cantrol Test Stations �pecifcation Sec#ion 1�6�2 � Speci�catifln %r M�gnesium Anode Cathodic Protection S�stem Dravvings Electronic Files 1.0 INTRODUC'TxO� � Corrpro Com�anies was retained by Carter & Bu.rgess io perform corr�sion protec�ian design seivices along the praposed route of the 36 �inch dia�etar Water Transmission Pip��ine to serva Sendexa Ranch. Tb.e approximate leng#h of �he right-of-way is 22,560 �eet (�.3 rniles}, The pro�osed pipeline wi11 be offered �- far bid with the %llawing a�ternates; � Pr�siress�d cancxete� cylin,der pipe (AWWA — C-301L} with electric�lly bonded jaints and cathodic protection. � Polyethylene wrapped ducfiile iron pipe with electrically 6onded jaints and catliodic pro�Cection. Upan compl�tion of the coxrosian �v�luation, a corrosion proiection design was prepared including the requirements £or joint bonding, electr�cal isolation, s�ray cwxent contral, corrosion cont:rol test stations and cathodie protectia�. This re�ort presents th� results o� �he corrosion evaluatian and corrosion protectzan design. Z.4 C�RROSIVIT'Y' EVALUATXON The pur�ose of #he study is to evaluate the so�l cnnditions, the DC earth cunent activity, the for�ign line crflssings, and the avai�ability of AC povu'er along the propased pipeline ro�te. The .eva�uation is the basis for deternuning the corrosion protec�ion �eq�iremen,ts for the prestressed cancrete cylinder pipe (PCCP) and the polye�ylene wrapped duct�le iron pipe material alternates. 2. � �UMMARY The soil is corrosive with respect ta PCCP anc� ductile iro�n. The soil resistivities at the elevation where the pipe is to be installed for both Con�ra�t I and Contract II are indica�ive of corrosive conditions with ?0.8% of the measurements iess than _3,DOU ohm-cm, 62.5% o� the measwreme�.ts Iess than 2,000 ahrn-cm, and 33.3% o£ the measurements less than 1,Q00 ahm-cm in the 5 to 10 foat layer. . Twv ou,t of fi.ve soil samples tested present a significant chloxide-ion content in th� soil (i.e., higher than 50 ppm.). Chioride ions aet as cathode c�epolarizers anc� eon�ribute to high corrosion rates of PCCP and ductile iron. . The pipe materials. ta be considere� for this waiex iine are PCCP an�. ductile �ron. These materials ar� subjec� tn corrosion in flie soil and �round wafer environments encountered along tlie pipelin� a.lignnzent and �hould be cathodically protected to provide the requisite design Iife. 2.2 RESULTS AND ANALYSI� Fie�d and labaratory testing were performed to co�Iect chemica.I. and electrical data to evaluate tha effec� of soil corrosivity on PCCP and ductile iron, along th� proposed pipe.�n� a�i.gnment. The test pxocedwras employed are described in Appendix A. Soil r�sistivity m�a,�uram�nts were xeearded from grade to depths of �"ive, ten and fifteen feet at twenty-faur locations along the pipeline route. Sixteen measur�mants were collected along the pip�line rig�at-qf way, 50U�1 0� • H1g�.1W�}' �57, corres�onding to Contract I. The xemaining eight soil re�istivity measurements were collected along the pipeline right-of- way; north of Highway 287, correspanding to. Gontract ��. Thi� data is pres�nted in Appendix B. Structure-to-soil potenti�l measurements were obtained on a for�ign pipeline crassing to determine if this structure is assocXated with an ��sting catlzodic proteetion syst�m that might cause stray curxent interference problems on t�e water pipeline. Tt was also noted that an addi�tional gas �ipeIine is being instalied para11e1 to the water lux��right-af way. Measured structure-io-soil potential data is aisa included in � App�nd'zx B, Interference fram averhead AC distribution pow�r linea is nat expected to be a pxoblem �'ox tlus pipeline alignment. �xovisions far inter%rence testing and bo�ading at foreign pipeline crossings are included in the design. . Soil samples callected by Corrpro personnel at fi�ve locations were tested in the laboratory for pH, chlaride ion concentra�ion, sulfide ion concentra�ion and co�ductivity. Laboratory test results are tabulated in Appendix C. Cansid�r�ng each of the chemical and electrical sail properties tha# ara tested in the field and the Iaboratory, general guidelines far interpreiing th� results are as follows: • Soil Moistu.re � The highex the sail moisture cantent, the gr�at�r the anticipated rate vf corrosion. Moi�ture contents can rang� from 1% (very dry sa�ds) to 40% (�lays halding a great deai o� maisture}. Typical values are 10 to 1 S°/a with over 2Q% moisiure considered high. � pH - Acid soils and graundwater are rnore eonducive to galvanic corrosian of f�rrous materia.ls thaxa alkaline soils and groun.dwat�r. 2 • Conductivity - For a given carrosion ceil with a f xed potential ' difference between the anode and cathode, the higher the conductiviiy, the greater th�e metal loss. Conducti�i#ies ovex 35� micromhoslcm (equzvalent ta a resistivrty af 285p ohm-cm) are considered high. � Sulfide Concantrat�on � Any de�ectable concentrations of sulfide ions are indicative of ar�.ero�ic condations tha� may suppoz� lugh rates of metal dissolufian dus to microbiologically influenced corrosiQn. o Chlaridu Concentra.�ions - Chioride io�s are cathode depolari,zers. which enhance the ra�e of corrQsian. 'I`he higher the concentration, the gxeater the rate o� corrosion. Many soils have chlorid� cnncentrations iess than I O ppm. Concentrations over 50 pprn are significant. � Soi1 Resz�tivity - Resistivity is a carnrnon parameter fc�r evalua�ing the corrosivaness of the soil. Resistivity is the in��rse of conductz�vity and is measwred an tuuts of ahm-centimeters. Corrosivity is often an inverse function o�' rreszstivity with Iow resistivzty soils u,sually more carrosive than high resistivity soils, Resistivity is also related �a the eoncentration of salts �vz�li a low resistivity indicating high levels o� sa.It, � It sho�ld lae stressed that there is no single chemicai or electrical propexty of ihe soil �hat determines the rate of . corrasion, Consideration of the interrelationshi.p of ali of the above �ac#ors is important to an accurate assessment of the potential rat�s of eorcosion arid the design af corrosion profiectian systems. � - U�ing the Barnes Lay�r procedwre, soil resistiviti.ss were calcu�ated far the 5 to 14 feet and 1� fQ 15 feei layers. This ciata is tabulat�d in Appendix B. Staiis�ical dis�ribution af the soil re5ist�vity far the layers af interest, wl�ere the water pipe zs to be instalied, are summarized as follows: 3G �nch Dittmeter Water Pipeline ta Se�udera Ranc� Soii Resistivity (ahmncm) �-70 Feet Minimum Maximum Percent < 1;QOf} Percent < 2,000 Percent < 3,000 Percent ? 3,000 Percent � 5,000 278 ohm-crn 8,&18 ohm-cm 33.3% 62.5% 7a.sa�� 25.0°/a Z0,8% � 10�1� Feefi 627 ohm-cm 5,901 ohm-cm 12.5°/a ' �41.7°/d ss.3��o 33.3% 12.5% With r�spect io the ch�mical propertiss n� the so�l, the test resul�s o� the samples indicate: � A pH range frotn a minunum of 7.9 to a rnaxim�n of $.2, � Chloride ion concentrations f`rom b to 130 ppm. • No c�etectabl� sulfide ions. � Canductivities from 506 to 1,58$ micromhos. va addition, the propased pip�line alignments were surveyed for fihe Iocation of �oreign line cxossings and the Iocation of AC power suitabie for installation of impressed current ca�hodic protectian systems. �.3 CORROS�4N PROTECTION REQ�TIREMENTS An analysis of the field data abtained during the sur�vey and af the types of �ropased pipe materials was made tc� de�termine the r�quirements �or and iypes of cathodic protection thai could be considered for the waier pipeline to serve Sendera Aanch. Th� s�il chemistYy and 1aw resistivity indicate. that ferrous ma�eria�s will be subject to electroc��mical corrosion. The PCCP pipe is electrically discontinuous along ifs Iength because of the dielectric ��aling material� used at each pip� joznt. Joint banding wiil therefore be required to maintain electric eontinuity. The sarne � requirement applies to the ductile iron pipe optian at joint locations. The high pH of the martar coating on ihe PCC�' provides corrosion protection . for the embedded steel carnponents. However, high conc�n�cat�ans a� chlox�de ions anci Iow sail resistivities will comprornise �e le�vel of corrosion protectian, mak�ng �he steel suscep�ible to aorxosion. The polyethylene vvrap planned for the ductile iran pipe is in effect a non- banded diel�ciric caating and is considered the primary carrosion contral mec�anism £or this pipe caniiguxation. Nev�rtheless, COiI,'Q51017. W11I OCCZIY' at thase axeas where there are 1�reai�s in �e coatang; tk�erefoxe, fihe coating must be suppl�mented wi,tl� cathodic prt�tection. It mizst be noted, however, that in s�ome cases the poly�thylene bag wrap may prcclud� the� � cathadic protectian curxent fram r�aching the pipe surface. As a resu�t, corrosion may sti11 occur if moisture is present between the pla�tic and the metal. In suan.mar}r, zt xs recnrnmended that cathodic protection be i��#alled fax �ath pipe mat�rials. In addition to tlie i.nstallation af cathodic pro#ectian, � eleotrical can#inuity boncls must he installed an alI buried mechanical joints. Ii is necessary to eIectrically isolate the pzpelzn� at a11 ti.e-ins ta other pipelines. Xn addition, where the pipe passes through casings, the carxier pipe in the casings must be electricallp isalated fram the steeI casing. Monitor�ng test s#ations should �e iristalled for �h� pipeli.ne and at each end of aIl pipeline casings, Monitaring test stations should also be ins�led at �a.�h� road arassing and at the lacation of alI in-line xsolators. 3.0 C4RROSION PROTE�CTIO�T DESIGl� REPORT 3.1 SUMMARY The proposed pipe�ine constru�tion wili be oiferec� �oar cQmpetitiv� bi,dditlg based on tlae follovving a�ternate pipe .configur�tians: $ 36 Inch Diameter Pxestressed Concrete Cylind�r Pipe: A corrosion COIl�01 SjrSi�lIl COIISlSi111g O� ��Va111C, a'C1QC1� C��10(�J.0 pxD��G't1QI1, joint continuity bands, monitoririg test stataons and joint isolation at cann�ctions to �xisti�g pigelines is recommended for thi.s pipeli.ne canfigur�tion. 3& Inch Diameter Palyethylene Wrap Coated Ductile Iron Pzpe: A corrasion control system consisting o� galvan�ic anode ca#.hodic protecfian, joint co�atinuity bonds, morutoring test stations, joint isolation ai connectinns to existing pipelines and elecfirical xsolaiion at cased crossings is reeornmended �ox thi� pipeline canfig�.uation. 3.� PROTECTIVE COATTNGS ; The mortar coating an the PCCP �xo�vides a high pH environment, which is protec�.ve_ o£ the s#eel embedxnents. The mortar coating should be � � applied in accordance with AWWA Standa�ds to make ce�rn. tha# it is of , Iow poxasity and low p�rmeability. The pipe should be hanciled without cracicing ihe martar and the jaints mus# be properly diap�red. � The polyethylene encasernent £or tha e�ernal surfaces af the ductile �ron pipe material shouid be i.n accordance with AW�A Standards. 5 3.3 PZPE BEDDING & BACKFILL There may be places alang the pip�line right of way where the pipe will be installad in rocky areas. Tt is essential t.�iat the pipe be provided with proper bedding to prevent physical damage to the pipe, mortar andlar palyethylene encasement. Ii is recammended #hat bedding materials such as cn.tshed rock and/or clean rivex sar�d be tzsed for this purpose. Backfi�l material should alsa be f ne�.y graded to prevent damage to either the poly�thylene enea.s�m�nt or mortar coating. 3.4 CATHODIC PROTECTION The recommended sacrificial anade eathodie protectian systems for the diff�rent pipe conf'�gurations are a� follows: o Tl�e PCCP pipeiine cflnfiguration will require twenty (20} anode groundbeds each consisting o� ten, 4$ pound prepackagcd magnesium anodes. The groundbeds will be distributed as follows: , � Contract T: Thirteen anode groun�.beds shall be install�d on the pipe section installed sauth of H.�ghway 287. The approxiamate spacing xequired between groundbeds is 12�0 fe�t for this p�pe s�c�ion. . � - Gontract II: Seven anoc�� grc►undbeds shall be instal�ed on the pzpe sectian installed narth of Highway 287. 'T�e approx'rrnate spacing requ.ired between groundbeds is 1,34Q feet for #his pipe section. In addition, the PCCP optian will zequire t�xee bondang clips welc�ed across each joint to ensure elecirical continuity ofthe p�peline. Cathodic protection for th� 36-inch diarneter wi.th polyetnylene encasemen# ductile iron pipeline will require se�ren (7) anode �roundbeds each consisting of a group of ten, 4$ paund prepackaged, �- mag.nesium anodes. The groundbec�s wi�l be distributed as follows: � � Contract I: Four anode groundbeds shall b� installed on �h� pip� section insta.11ed south af Highway 2$7. T1�e ap�araximate spacing req�ired between. groundbec�s is 4,000 fee# for tl�is pipe section. � - Caniract IY: Thrae anode groundbeds shail be installed an the pipe sec�zara installed north af Highway 2$'7. T�ie approxi�nate spacing . requiMred �etween graundbeds is 2,504 feet for this p�pe section.. In addi�ion, the ductile iron pip� aption wi�l require twa bonds #harmite welded acrass each joint ta ensure el�ctrical contirr.Luiy of the pip�line. Refer to Appendix G, �pecification for Magnesiu.rn Anade Cathodic pratection system; Appendix H, Drawings; and Append'ax I. � 3.� J4INT BQND,�}�7G & ELECTRICAL ISOLATXON k'or all pip� matexials, bondiug of inechanical jaints is requir�d, Band cables should be thermite welded acrass ducti�e iron pipe jvints. �n the other hand, s��e� clips should be welded across PCCP joutts except when the joinis are restrained by w�lding. The n.�w 36-inch pipeline should be etec�xically �solated from the exastzng transmission mains and the 1�terals. Refer to Appenclix E, Joint Bandin� and Efectrical Isolation; Appendix H, Drawirigs; and Appendix I. 3.G AC NIITIGATION There will not �be any e�pas�ue of the buried pipeline to p�ralleling hig� voltage averhead pawer lines an filaerefore AC mitigatio� procedures are �ot anticipated. 3.7 TEST STATiONS Test stations are required for both pipe materials at graundbed locaiians, cased crossings, £oreign line crassings, major highway crossing, �ll �ie-ins with Iaterals and spur lines, and isolatiQn jo�nts. Cathodic pratection monitoring test stations should also be �installed at iocatinns sa as to limit the rnaa�ixnurn distance between t�ie two test stations to bne mile. Test station schedul�s for both pip� matcrials� are presented in Appendix D. Test Station types are as failvws; 1. TS � Standard pipe-to�soil �otent�al measurement test station {se� Drawing TS type test station in Ap�endix H of this specification). - � 2. CP - Test sta,tion insfialled at the ends of ineta�,lia �ipeline casings wi#h lead wires ta �he pipeline and lead wires to fhe casing (see Drawing CP type test station in A�pen.dix H of this s}��cification). CP test statFons shail he install�d at both ends �f a1I metallic caszngs. 3. FL � Test stat�on installed at cYossing vf underground, steef piping sqstems awned by nthers (�oreign pipelines) (ses Drawing FL type test station in Appendix H of this specif cataan). In addition to ihe test Iead wixes to be installed for the pipeline and the �areign pipelines, bond wires sha11 also be ins#a11ed, one to the 3b" diameter water 7 Iine a�d one to the forsign pip�Iine; The �iand wires sha11 b� Na. 6 AWCY, single conductar, stranded, copper wire wi�h THW or THHN insulation. Th� insulation sha11 be white in colar for l�ond wires installed o:� the 3 6" diameter water line and red in color for �an,d wires installed an �'oz�eign pipelines. 4. I�' - T�st sta�ion installed across insulating joints. {see Drawing iF type test staiion in App�ndix H of this specification), Note: Lead wires and bond wires are to be installed on the forei�n pipeixn,es by tl�e iareign pipeline owners. Carter & Burgess �will make arrange�enta with the foreign pipeline owners for installation oi �ead wires and bor�d wires on th� �oreig7n pxpelines. Cvntractor SHALL NOT install lead �virea or bonr� wxres on foreign pipelines. . 3.8 CONCLUSIONS AND R,ECOMMENDAT'IONS The use of sacrificial galvanic anod� type ca�hadic protec#ion systems for bath pipeline sc��mes will provide the means �or adjusting the cathodic protection current outpLit ta accommadate changes in pipeline caatings andlar soil cond�tions. The mo�ito�g stat�ons aud permanent reference elecfirodes iiastalled at gra�,indbed loca�ians, fareign pi�eline crassings, cased CTQSSlri�5 and buried isalation fittin.gs will aliow for proper sys�em mor�itoring and interfer�nce testing. S 1 � iJi1 ��11��iL51 61 TEST �RO����S l� :� �� TEST PR�CEDURES CQRROSIVITY SURV�Y WATER PIPING T�� callection of accura� c�rrosian data requires attentian to test procedures and equipment to ensure the recording af repraducible data. Tast methods incoz�parated during carrosz�ity surveys for underground water piping includ.e the �alla�vi.ng: Soil Resistivity Pipe-to-Soil Pafential Siray Current A� C�loride Ion Suifide Ion Moigtur� Content Canductivity Soil res;stivity, si�ucture-to-soil potential and s�ray current data are collectec� in situ in the field.. Soi� samples are collected and tesfed in the la�oratory for the other paratneters listed. I. SUIL RES�S'1`IVZTY Resas�i�ity is a common parameter fa�r evaluating the co�crnsi�ity of soil. Resistivity is f11e inverse oi ca�nductivity and is measured in t�a.e units of ohm� centime�ers,. Corrasivity is aften an inverse function of resistivi#y with low resistivity s�ils usuaily more corrosive than high resistivity soils. Serious corrosion can aJ�so be �assoc'iated with hig;h resistivity soils, parEicula�Iy where the soil camposition is not uniform. Vari�.tions in. resistivity iridicate �rariatiaxls in camposition rvhich are conducive to galvani�c corrosion. Resistivity measurements aze conducted using the Wenner four-pin method in accardance wifh ASTM GS7 7S. A Nil�son Soil Resistivit� Met�r, Madel 400 is used �or d�eci resista�,ce mexsurements that aze used to calc�xlate xesisfiiv%ty b�ec1 upon the spacing o#' the soil pins. The meter incorporates a 97�hertz generator to eliminate in�er%rence fx`om stray DC and 60 �ertz AC. TI. PIPE-TO-SUZL POTENTIAL Pi�e-to-soil potentials are DC voltages � used ta eval.uaie tkze aarrosian pattern along underground pzpelines. Praper�y interpreted and correlated with other measuremenis, pzpe-to-soil potentials give an indi�ation of the se�verity oi both galvanic and electraIytic corrosion cells. 1Vleasurem�nts must be recarded witla a hig� input impedan�e voltmeter. The positive terminal of the meter is connected ta an underground ,stnxc�ure and fhe neg�fiive ter�inal to a sai�uated copper/copper su7.fate reference eiectrode placed in contact wi�h tha sail. Coppex suliate half-cells are used for �nderground corrosion testin� �ecause they are stable and yield re�a�oducible results. Fipe-to-soxl potenti�.ls are typically recoxded witl�, a Beclanan, Model HD 110. Tlus zns�,r�nent zs designed fpr corr�sion testing and has an internal resistance of Z2 megohms. LII. STRAY CURRENT Stray DC earth curren�ts can emanate from the opaxation of DC #xansit systern�, cathodic pratec�ion rectifiers, w�id�ng and DC motors. When discha�rged from tlie sur£ace of f�rzous piping, t�ese currents wi.11 eonsume approximately 1 gram of meta,l per ampere-houx. Cancer�trated electrolytic . corrosion can cause ragid detexiar�#ion af undergrotur�d piping. The pre�ence of stray current is det�cted #hraugh the use of pipe-to�sail potential measux�ements. The pipe-to�soil patentials are talcen and recorded over a period of t�m�. Flucivations in potential indicate t.h.e �resence and magnit�ud� of exp�sure t� st�ay cwnrent. IV. �H pH is the nega�i�ve lagarithm of the hydrogen ion concenirafion. For fexaraus materials �� construc�ion, pH in the xange o� 4 to 10 has little effect an the rate of carrosion under axidizing conditions at ambient temp�raiures. At pH values aba�e 10, the steel readily polarizes which tends ta passivate the co:r�ro�ion cella. Acid soils aice more conducive to ferrou.� ca:t7rasion. Hydrogen ians �res�n� act as ' cathade depolarizers increasing the cnrrasion reaction rate, At pH v�ues bclow 4, th� rate of coxrosion accelexatas rapidly. The method used to measuxe pH is ASTM Standard Test M��had D2976�71 which has an accuracy of t 0.01. �oil samples coll�ct�d frorn soil borings are dissnlved in distilled water and placed in a centrifuge to remave the suspended salids. The supernatant liqlud is then �ested wi�h a glass-calomel pH electrode in conjunction with an Orion Research Model 601 A rneter. V. CHLORID� ION Chloride ions are depalarizing agents and cause corrosion pi#ting of many cornmon rnateriais of construction. ASTM Standard T�st Me�thad DS �.2-8 i is us�d to xneas�tre the chloride ron cvnc�niration witb. an accuraoy of ± 0.5 ppm. This met��d utilizes an ion selective electrode and an Orian Digital Ianalyzer. The chloride ion concentration far soil s�nples is measured from the supernatant fluid prepared for the pH testing. vr. suLFrvE zoN Sul�.de ians pr�sent in the soil are indica�ave of anaero�ie conditions, Under these conditions, sulfate-red�oing bacteria can great�y accelerate the rate of corrosion o�' %rrous materials. The baeteria zeduce sulfates to sulfides. and in the pracess oxidize iron. Snil samples are t�sted %r the presence of sul�ide ions to an accuracy of # 1 ppl�. The solu#ian extracted from the soil sample is tested thraugh the use of a. specifie ion prabe (silv�r/sulfide electrode} in conjunction �with an Orian R�search Digi.tal Iona�yzer. The test procedure meets and exceeds the requirements ofEPA Sfiandard Tes� Methad 37b.1. VII. MOZSTURE C4NTENT Whsn soil samples are cnllectec�, they are i�runed'zat�ly sea�ed to prevent evaporation and/ox cnntaminarinn. Mois�.ir� cantent vf the samples is determined using ASTM Standard Test Method D22 16-80. A part of the soil sample is weighed, dried for 24 hours in an oven at 110° F, th�n weighed again, The anaisiure canteni �s caIcnlated from fihe weigh# �as� ta an accuracy of t�.1 %. The moist�ure content is a significan� pararneter in defining the co�r�sivity �of a s�il environment. Fvr underground pipeline evaluations, test boxings allow �or a deternunation af the mozs#ure cvnfien# at the depth of burial. VIIT. C4NDUCTIVZTY Fax a given corrosion cell with a�ixed �patent�al dii'ference beiween the anode and cathode, the h�gher th� conductivity, the greater cararosion current flow and the correspont�it�.g metai Iass. � The canductivity o� th� sail samples are rneasured in the Iaboratory on a pre�ise water ex�Erac� using a YSI Mode132 conduci�nce meter and a p�a#inized �latinum- iridium eiectsode. In tbe 10 tQ 200 micramho/cm rang�, �he resolu�on is 0.1 micromho/cm. Test procedures are an accordance with ASTM Dl 125. �gPTi��� � FT.EI�� ����. ,� � .� — � ���,R,�'�a t'�m;;,�— . ����������� �,�-���0'� �`�- �'� — c�.�E�� � � & ��'����� / ��� _ .��,���. �-p�`� �-,pGA�'��' �_— ��ER,'�40� �A'�N► �'�' 'di'f'� ,�N S01L RE�IS'� ��Lg� 1�1sT'�'I�ME�� ��'��� _ . .� n'TA _... �-rF_[S _,..r� ����������� ��� �p.. �Q�3447 �p�"6'�' P�'��� 0 IR�SiE�.1���'NT ���1'� � � ��,��, GC�M���IE�, ��������E�T �,OtL .'���'1�'�t�l� .�.��� & g� -��— ESIS�1`JtT'f ����s�N Sa�� � #'15 ��� 11�IF��'��4�1� ��e �t�.: �q3�7 �p�E� p�pF2,1L, 20t32 �. tl�@ST�'�J���� ����: � P1�.l���s' ���. ���,���, �a� �� ,���R���(�� a-� �������� �pg �� � - �Q�� �������� — ,��, �4oa � �E gt�lt R��IS�VI ���S�pN . �,,..� � 303�'7 �Ai�- i ppRttL. �'�Q2 � coRR��� e�t���►�va�s, i�c. - �oa�s�o�v, r�xAs SOIL RE�aS�'Q�l�T�f i�IEAS�1E�Eti�E�1T QMlFO�B@�TI�Nf G�91Ef�Ti : LOCAVIOA�; carter & Burgess Can#ract I. L�catian #13 (26+5Q} I�S'��i�[i�E�IF EDSE�: N1�SSON S�I� FiE5fST1V1TY METER, M400 pA'!"A BY: �G-1���I SO�L lRE51S�lVI'ICX I�ATA 50EL LAYER ��Pi"H �/EEASi]RED T07AL �]EPTH C.ALCIlLAT�� FRt]M SURFAGE (FTj OR RESlSTA[�lC� FACT4R EtE51S'�iVITY ACTUAL PIN SPACIPIG (Ff} {�HMS� ('!99_5X DEgFFi) (OHM-CM) �S_0 5.3Q 957.5 5,075 1D.0 ?,30 1,315.0 2,490 'E5.0 0.69 2,872.5 1,982 l�I+7 -1 �► [�J�i RRNR 3E13447 �A'�I�: APRIL, 2D02 aAl2�I�S PI�aG�DlDR� FOI� SOQ� Ft�SIS"ilVl'��ES �1� I..AV��S CONDUCTiVITY R�StSTAMCE lAY�R THICKNESS LAYER CON�LiCTIVFCY CHANG� CiiA�CGE FACTOR F�ESIST[VffY SOiL lAY�R RANGE (MHdS} (NkHQS} (OFEMS} (491.5 X FEET) (OHM-C{Vl) FROM 5lJRFACE (FT; 0.189 0.'189 5.3{3i] 957.5 5,075 0.� TO 5 0.769 0.56'[ 1.723 357.5 � 1,649 5 TO 1Q 4.449 �.680 1.47� 957.5 1,4Q8 10 70 '[ 5 � � __ - - f ff � � iy T�'�� -�'�"'- C�6��S �����, �C?��p`����+ ���" y C�y �'[ 1����'�.�'���1 .� �����`E�E Jfl� c��•+ - ��� GF-����' �r�r� �'�����t �$ +�01 �a�er � ��� �.�� i, l�o�°n #12 �.�a - '�`1�1�� Q/''TA��� ��GA • E� �4t}Q �,{ gOEL���1S'�l'`fl'C''� �ET I�SiR��E�'� �SEd. tdi���� -�.. n�.'SA _. �f stATEa _.� sr:i' so�? �p'��= ����� �tD�Pl�� G�D�6�P►�1&�S� C11��. - Ht}ifS��P�E, ��� �C3�L FiE �@��'11�1� ���'U�G�il�h@T ItVF�]F�11�AT��II+� d0� h�0.: 303447 Crter & Burgess C&..C��l�: ._ 47�5�) Gontraat I. Location #'l 1 ( �.�CAi`9�C�: . LLSSON S�IL RES1STf1�iTY MEiER. M40Q �t�►TA �'1E: IP�S'T�tLl9�i�h� L1S�17: N �-��� so�� r��s�s�� �ara 1"DiAL- D�PTN ' CAl.CI]LA�'ED St�1L lAYEft pEPTM MEt�SU�tED FAETDR. RESIS'fIV1TY C�N��3CT1VLiY OR ft�SlS►'A.l�lC� OHM-CM} I (MHOS) FROM SUF�FACE (�! �pHMSj ('f 9'�.5 X I3EP7ti) ( . 0.1 i 1 ACi1-1AL Pfhf SPAC1PtG �1 95I 6 6,61$ g_4Q �,515 i.DQO 5.0 �.915A 7.143 1.00 �� � 9D.0 �,872.5 D.'i4 � �5.� �A.�: APR4L, 2�02 RRI`�R Si)@i.. ��S��'�`flVflifES �� lA��� � BA&3.9�SE$ P�D�GDflFtE F�F� �Y�RTHICKN�SS 1J�Y�R � �p�.{pUCT]VITY RESISTAI3CE FACTOF� f�SlBTIViTY 501L LA`T� �NGE� cwa,�v�E c►�ar��� �a�+r�-c�) F�roM su�Ace i�:. M {ONMS} (79'E.S 7G ��E� $ g18 �-p 7t7 5 (4JIH05� 957.5 � � TO 4p 4.#'E 1 9.Otl0 � r�� - i.�25 957.5 9(� "i'01 5 4.889 156 957-5 6.743 D.163 - 0 Cf�.l��'�: LOCAYIO�L: COI�RPRO GOIV�FA[�fI�ES, a��. - �m�sr��, r�x,as S�IL RE51S-fLVOi�* IVII�i4 aI�F�E�I�IV� IGV�'O�I�lAT�C�IN Carter & Burgess . � JO� I�i�.: Cantract [. Location #1 � (58��0) af�STR411M1�� l�SIE�: NI�SSON SOI� RESISTiVITY METER, M4�0 �A'�A �Y: RRNR 3�34�7 DAT�: AF'REL, 2D02 4�-PQI� S��l.1R�51.S�IVll�1f �ATA BAR6Y�S �C3.00IE��lRE �rQR S�1L FtE58SiiVl�"GES �1( L�,�l4S SQIL LAYER �EP'i}i SAEASiJRED TQTAL DEPTH CALCULATEI? EON�UCTIV!'N RES[STANCE LAYERTHICltNESS EAYER ' FFt�M SURFACE (F� OR l2�5ISTAI�tCE FA�GTOR RESISTiVRY CQNDUCTIViTY Glik[�IG� CHA�IGE FAC"COR RESIS3IV[TY SOlL LAYER RANGE ACTt3A� PIN SPACING (FI� (OHMS) ('t91.5 X �EPTH} (ONM-CM) ; (MI-IpS) (MFiQS) (aWMS) (i 91.5 X FEEfj (OHN!-�M) FROM SLlRFAC� (F�jl 5.4 G.10 957.5 5.841 �.'!64 0.164 8.1�0 957.5 5,841 O.Q i0 5 10.(# 1.6Q T,B95.Q 3,fl64 t3.825 0.461 2.169 JSi.� 2,0'77 a TO 70 15.0 0.9Q 2.872.5 2.58b i.111 R.486 2.�57 957_5 9.97� 10 TO 1 5 C�1Rt�P�� COff�C�A�IIl�S, [N¢G. - H�LlSi�IV,1'�XAS �OIQ.. I�I�S1��11/I�' �VI�4SCdC�l�G�I�I�I' I�IE�f�I1d�ArTiO� CILdEPIT� : Carter & Burgess , JOB IV[�D.: 303447 ���A'���: Cor�traet I. L.ocation #9 (66+50) 3AIS'PR�l1VLIEP�1�!'� E.DSE�: �ILSS�N 301L RES�ST�V1iY METER, M4�� DA7'A �V: �-�FA1 St�QIL RC5ISTIVLT'!' DA4A S01L LAYEF2 aEPFE-E NIEASLtR�p TOiAL 1]EPTH CALCULATEB FR0�1 SIJFt�ACE (Fi} OR RESfS'fA�fCE FACipFt RESISTIVITY CONDLf�'�'N17Y ACTl1AL PIN SFACa�JG (FF} (OHMS) {'49i.5 X DE�TH) (OHM-CM) (MHOS) 5.0 '�.2Q 957.5 i,i49 I t3.833 70.0 Q.58 1,9i5.0 i,472 J 1_786 15A 0.50 2,$'i2.5 1,436 I 2.000 RRNR �A"P�: Ai7Rf L, 2QQ2 IBAR��S PC�OCC�vFiE F��2 ��I� I��SOSVdVOT��S BV l�A�lElRS CONDUCTIVI'fY 1�S157ANCE LAYER THiCICN�SS LAYER CF1AiVGE CWANC,E FACTQR Fi�S3STIV[Tlf SQiL I.AYER RANGE . (Mi-105} (OHMS) (191.5 X FEET� (OHM-�11l� FROM SURFAC� (FT' U.&33 't.240 957_5 1,349 0.0 TO 5 0.952 1.450 957.5 'E ,005 5 Tp 1 D �.294 4.86T 957.5 4,468 1[} TO 1 5 I / ����"� ���������G' � �y�+i ����,�� �°t� �� �����1V►p,� �o�a�7 11��`'�1����� ���, �°'. rl. ��'�`��,��� ��, �°�2 �C1 p,gR �3p,'�E' � � g�,r9e� � kp�� � C� �,..-.�t �. L°��� G�EN�' ��Cp'd�t?�: c�- %� iE�� �400 ���A ��' E�S�S�,�� �� ������� $��� / ��5?E�1��E'i�T ��� � � �Pr'f p` GP+�,.CU�A�� ���pU��C� gp'�1. �S���x ° �'CaTAt Q�p� �ES�S'���'`t ��NrJS� ��l1� ��S'fAZ''�CE F � X E �� �a 5 �5� � p,52 gp1L 1A`iEr* E� C7F; � t �,y,1�S'! (,19� •�5,� .5 3 839 1.1?�' �� �R SPA��NG � 5.8a 1,�15 0 �4h2 ���� p�N � ,� � � ��.5 5. p.8� 1� a ��.Q / ,� �,��t,S S � � 'Cp'J�'�� �� R *I�.R Et�'� �1..'R�S'CS �,YE gt}11.�` p�C�i �G�D��� ��� S�YE���G���� ��\$�� ��'�� s Q p 5 ��� P�'' S� S'( A 3�,C� F A��QR ,�pNM a' ,� 0 1 t i ���,���c�r� ��k,�,,r��E ��g�.�� F�� 5,�' � ?o � � c��� �c��1 �51.5 2,�� �Q �,�,�s� �.e�a� �t .� � 4� 75 �'�?2 �.SZ� 8� ' p.354 1 �i3a � Q �5Q � �Cfl�p�iCA Cf)kY�PA8�1�5: ��lC. - &#4]LbS�01�&, T��� � �� ��+�i������� �����'i1��TF�� ��f� . ������ ,lOF� �t)•: CL1E��� �.�CA�I�PG: Carter & Bur�ss Gdntrack �. Loca�on #7 i���'��) ]L55t?N SDiL i��SISi1Va`fl� MET�R� M4D0 F�AS� �V; &�STFZ►il4��N�� �SE�� � - ��t� sc�i�. ��sEs�i�rt �a-�A TOTAL f���� �"����� �Fp.SURED ���STNi'7'`l Ca�DU�NIl'Y SQLL LAYER a�7N RESISTAI�iC� �AGTOR (MFiOSi (ONMSa {1S'1,5 X OEP�'N) (OHM-CM} , FRC��VI SURFAGE (F�} d� 1,724 0.556 ' ACIUAL P1N 5PAC4NG [�1 . 9�7-� 9.0[!0 t.80� �,495 5.a � � 04 . � 1,91�_D 1.351 1U.a 0.74 2,872.5 2,126 . 15.0 . 3�3A�7 pA'f�: APRIL� �t3i}2 RRN� . ���1� �'O&t Sc9fL I��iS�lViit�S �Y LA�EGt� BAR�1E5 PFtOG �s,'tfERTFi1CK�1�8S LAYER ftE51STANG� SISTIVEiY SdIE.t.A`I�RRANGE C01+Ei3UGT�+�� CHA3�G� FAGTOR � FF�ONf 5LIRFACE ( c��� �is�.� x F�En (OHM-Ct�11i (O�-it�E$) 9,72+� O.QTO 5 (7,IlMUS) 957.5 � TO � �_ - - 1.a0(} � 2,154 i0 TO 1 5 0.556 957.5 - -- - . 0 444 2.25ti g�7.5 2�725_ _-- . p.351 2.&46 . �- � � —` � � � � � G�.IE�T � _ LQGA�O9�: _-- �O�Et�I�C� Gp1Y1PA1'�tES�. k10r1�ST6)1"g; �'� � . � �!J'�E.�f1��NT 1������`"�1�� ��r� �.��r��'��� �� - JOB���� .� ��, - G���C & B�'� -rtit3} ' Co�� 1. Locati°n #� (9E'' , RRNR ----� �o�� pPRlL.20�2 _� g�A��= ------ R, IfIIhOQ �A�� ��' � �d C.PrY�R� S+���. Ft.�SlS'�1'�l!'F1�8 �3 . ILSSON St31L R�SISTiVi7`( MEC� �,Y�R GE� t'� IP������'�E �Oft. TNfCKtaEBS g4tL lA'�R RAN .� USr�Ep. �AR,@�ES i}�YER �,8[STIVIT''t gUAFAGE L�, Cf�S��fJ{�1�1� �SISTAI+l�� �AC�OR �t7H��C�A) FRC3M � CE3NDUC7l�l1 f`( G��� '' p.0 Ttl � - IS S�C11i1'TY 6)A�� . CULA'�E7 CHAhtt`-'� (pH3�AS) (191.8 X F�E1� , � 758 �-��1� SC'/�L � �d1r1�:1GTlVCT"f 55T.5 _�_ �� if?7AI.l7�P� � OS �,901 M�A�tlF€� Q � S 1 S'" C 8. 1 0 0 �� � 1 D T t] S 5 1� � �MtiOS� (lVIH FP�GTt�R Q.123 --- 4,45& • S O i L lA`IER DEt�� � 5 1 S TAt'�� p E P T E'� iQHN[-�y �,,� 23 8.163 g57.5 • �• Fftt�M 51iftFRCE �� Qft t��5j {19t .5 � 7,75fi � 0.'tS2 �,,667 . , —� 957.5 Q.286 ---'`�.2'1.4 p�-[l1P�L'Pthl raPRCI[�lta t� 8.10 6,7fl3 0.50� p 5.0 3.50 ' 1�915.C► 5,7� � ' _ iQ.O 2,872.5 , 2.oa 15.+� �t��'I����'1�� US��: ����o�a,�� o cor�p�'��s, ���• � pR ���,�� ��R'� ������`� �C���� 3�3�'7 ���,�-����"� ��`�'�' ,�gl��7,: ���� � APR�� ER �►40D c,s. pIL �E�ISTIVI� �E� �P�'Y'�: � � C�iEC��: LOCA1rl��': CS]IRf��ti0 COC�ffIPANIE�, IP��. -1-1'��'S�'�i�1I,1CIQ(A5 a�llL I;��,�C�T[1�Q�f L�Il�►�fJIR�IVQE�IT ��l��F�A�`1�1r� Carter & B�rgess � ��g �,�.� Contract I. �ocation #4 {9'f4�-00) � ��fSTRlJG�IIEI�� Q�S��: NILSSON SOIL RESfSTMTY ME7ER, M4�0 I�A�A BV: RRNR � 303447 DA�'fE: APRl�, 2002 � 4-�1IV! �OQi. ��513�IVITY DA'iA • �AR�VES PROCIEDf�R�E ��R S�QIL RIESBS'�'N�Ti II�S IBV LAV��25 SO1L LAYER D�PTH MEASi.JRED TOTAL f]EFTti CALCULA�ED CONI]UCTIViTY RESIS'�ANCE LAY�R TH[CiWESS LAYEit FRON! SURFACE (FTa OR RESISTAAICE FAC7017 RESESTiVIiY CONDUCTlVI7Y CHANGE CHANGE FRC7QR RESISTIViTY SOIL LAY�R I�NGEI ACTLlAL P�A[ SpACING (Fl) (OHMS) (191.5 X DEP7H} (OHM-CM} (MHQS} (MH05) (OHMS} (191.5 X F�EFj (OHM-CMj FROhh SURFACE (FT; 5.� 2.80 . 95/.5 , 2,58'i - a.357 Q.357 2.8D0 - 957.5. 2,681 QO TD 5 10.� 1.9(3 1,915.0 3,633 0.52$ � Q.'I$9 5.911 � 957_5 5,660 5 T� '!D T5_Q � 1.60 2,8'T2.5 4,596 0.625 D.a99 10.'!33 957.5 9,7Q3 10 TO 1 5 � 0 �oc�a���to c��t�A�i�s, ac�c. - �oa�s�o�, ��x�as 5��� �ESI�TQVaIf� i�1G�4��lIRl��CEI�T f�FO��iIIA�I�N C�1�8�1C: Carter & Burgess .�+OfB QHO-: 303447 �OCA�IOtYi. contract �I. �ocafion #2 (20+0�} l�1S�F�!lME�RT dDS��: N�LSSON SOIL RESiSTIV1TY METER, M�400 Q��p �y, 4Pl�V S�1lL dZ�SQS�LV�'C'1� DA�A SOEL LAYER D�PTH MEASURE4] T07Ai DEPTH CALGUI,A�E� FROM SURFACE (Ffj OR R�SIS!'ANG� FAC�'bR i�ESIS'i'lVfTY CONDUC'fIVITY ACTUAL P[N SPACI�lG {F� (OHMS) (994.5X �EPTI-1) (OHM-CM) I (MHDS) 5A 3.t?R 957.6 2,873 I 0.333 14A 1.9D '!,9'i5.D 3,639 I 0_526 15.0 , 1.3D 2,872.5 3,734 I 4.769 RRIIlR �AT�: APRE�, 2f]02 I�ARRVE3 P�O����lRE ��lR SQQC IE�ESIS'��Il�TI�5 �� l.AV�RS CONDE1CTNt'iY �SESTH[�fCE LAYEFt T}-IICk(f�1E5S LAYER CHANGE CHANGE FACTOR i��5[5TlVITY SOIL I.AY�R RAI�GE {MFiOS) {QHN15j ('E91.5 X FEE[) (OHM-CM} FROIVi SURFAC� (fi) 0.333 3.04Q 957.5 2,873 a:0 TO 5 0.193 5.182 957.5 4,962 5 TO 1p 0243 4.19 7 957.5 9.9�E2 f U 7p '� 5 , � - �_ _� _�-- s- _� � _,-.� r �— �i �''"" . �--� �� �-- . � +Gl���l'�: . �� ���� G� _ �l6J1��1't3[�:�S ������ ���ppri�l��� 11�1 --_ ���-�' 1%IF+��'��'T�+Ca� 3a3�� ����t�r�' ���"��`� �o� ��•' . ��1� i�E �a�� � $urs�� .�---� �an�� 11. I.oca�t'n'��� L,�CA"fld��• � �-�"— ���A �,,�' ER,1�4t�0 ' ���IS'�NF't'`( t�'� l�11L�54� $QIL r�as-������� ���v: _. — _...c-�rv�` m �- �- �Rt�. �p°z — �piE: �--� _ RR►�" . . E� B� � �R� ' ��S�s�¢� �aF� $C}r!' E55 LAYER u�E �c� m� A�ES ��`��� ,cT� N � �'�R � �R R�SISt'�� SOt� �'` ` "'. �CE �F�� F'EtO�E �FtF p•o"�� �� � r� TO 10 i4 T� � � ' 1 r G�R�tP'�t�' C�I�Pl�R+i1�5, Q�C. - 4�O13S�06�1,'�EXAS 1t�T`II �'�A�'L�REIV�E��' �['��'�J�MATI�D�"1 �c�t�. ������r� �o� �,o.: Carter & Burgess C1���i: ' �; (6�+50} - Ganfra� Il. Lacaiion o�- �a�� Q�ATE: APR1L, 2QQ2 �.ac,��r� - RF�NR e�STR��ENT GlS�C): � 4L5SON SOIL R�S15TiVl�' ►�ET�R, M�i3� I:Al'A �'1(: S P�tC?G���i� �Oit SOflL ��SG�'�'! ���5 $ ���R &L BA&�P�� ip,YER �H4CKi+1 $OIL LAYER RA�G� RES�STHNCE FAGi£}R FtESISi�U►� COiJi)UCENI'T''� CHA[dGE �Ot�t�l-CM) FR�AA SURFAGE ('�. +b-`s�[+� S J�L I�ES�S�@V�'f `� �A'�'A �„� CA[�U3J'.`f�t3 GHANG� {'l91.5 X F�"��"} DA 70 � s M�S,5�1RE� T07AL DF�' f Gpi"IDUCTl1liiY takiMS? 7f+B � I FAC7DFi R�SIS"CiVt7Y �M1i05) 957.9 .-- -- 5 Tfl 10 SOIL IAYF� flE?TH FqE51STANCE pj,��tA-�M) I�Nl�iQS) 0.'SQO 3,036 491.5 X DEPTH) { -�.25Q 1.250 957.5 �p 7D 1 5 . �CkM SURFACE (F� d� �OHNlSj � 766 � - 1.082 4,625 _ Plhi SPA�ClldG (F�% 957,5 - Q-924 � 997.5 ACTUA�- t1.80 889 Z.174 p_�A7 q.830 � 5.a 0.46 1,9'tS.D 2.�81 � � °� - ` 'ta.Q • U.A2 2.572.5 , 15.Q � �OfRI�RO GDG�III�A�lELS, ��C. - FIOl�S7'�I�, �I�XAS �O�L ��SI�T�V�TII �f1l�ASl�I��fi�IEI�T rl�����AT��N� C4.IEP��': Carier & Surgess J�� L�9D.: 3Q3447 LOCA'i00[�: Contract !I, Locatiar� #7 (68�-5aj I�1STFi�IWBCN'P d�S�p: NILSSOI� SOIL RES�SiE1/ETY iUIETER, M40Q �ATA B�f,; ��' 4��'dl� S�QL R�SISTIVITI( DA�A SOIL LAY�R p�PiH MFASUFt�D TOTAL AEPTH CALCEJLATED , FROM SURFACE (F"Cy Dii RESISTANC� �ACTOlZ F2ESIS�NlTY CONDilCTM'TY � ACTl1AL P]N 5AACING (F1') (DHMS} (191.5 X D�P7Ny (OHNE-CIV� (MN�S} �.Q 2.80 957.5 2,681 . � 0.357 10.0 '1.fi0 1,915A 3,OS4 � U.625 95.0 1.3Q 2,872.5 3,734 0.769 RRNR �ATiE: APREL, 20fl2 QAC�h1�S PIR�Cf���6RIE ��6t SOiL lR�51�41VITIIES �31f LAYER� CONDE1CTiVITY RES[STANCE LAYER THICKiVESS LAY�R, CHAt�lG� CHANCE FACTaR RE515TINITY SOIL LAYER RANC�! (iiAHOS) . (�F[MSj (191.5 X FEET} {OHM-CM) FROM SIIRFACE (FT,� 0.357 2.800 957.5 2,681 0.0 TO 5 {3.268 - 3.733 957.5 3,575 5 TO 10 I � �.144 5.933 957.5 6,638 10 TO i 5 { � e 0 �08�R�R� CO�1G'A(�G�S, lI�C. - �i�l�STO�I, T�EXAS ���� ���f���V�� ���������� ���������'�� ����p�'�: Carter & Burgess L�CA1�40[�: Ca�tract 1!. Locaiion #8 (7$+5D) I�ISTV44�AA�[EGVT �lSI�D: IV[�SS�N SOiL R�5ISTIVITY M�TER, M4D0 DATA �lf: �-ipl�l 543�� RESIS��VCTY l3A�A SaIL lAYER DEPTH MEASliRED 707AL C7EP7N CALClJLA7ED FRO�VI SURFAGE (F-!� OR f�ES15TAAiC� FACiOFt R�51S7EVITY COI�EAEJC7lVITY ACTUAL PIN SPACING (FI'j (OHMS) {'l9i.5X 17�PTH) (OHM-CM) {MHOS) 5A Q.78 957.5 74i 1282 iE1.0 - q.SD T�915.0 958 2.E10(7 i�s.� 0.45 2,872.5 1,293 2.722 � JOB �€�.: RRNR 303447 �A'LE: APRIL., 2002 BAFiPifES P4�C9�CEdl�C�� F01� S�II. �2.�SESiIVI�dES �lf iLAYERS CQN�IJCTNITY RESiSTAAEC� LAYER THlCKNESS LAYER � �NANG� CFW�lC� FACiOR RE5ISTIVITY SQIt lAY�2 E2�q�GE (MtiOS) (�1-tMS} (193.5 X FEE� {OHM-CM) FROM SElRFAC� (FT; 1.282 0.780 957.5 747 4.� TQ 5 0_718 1,393 957.a 9,334 5 TO iD Q.222 �4.5Q0 957.5 4.509 10 TO 4 5 �.. 36" Water Line to Sendera Ranch Foreign Line Cx�o�sYng Potential Survey Chainage Forei�n Pipe�ine �.D Pnten#ial � Remarks � (mV-CutCuSO4) 22+10 T"XU Lone Star Gas Pipe: �1215 East of Willow 5prings � Pipelin� Rd, Cantraet x�. � 22+04 TXU Lone Star Gas Pipe: -1217 W�st af Willow Springs _ Pi�elzne Casing: -738 Rd. Cantract II. � k i � � i � , - , . I1���.`��RY 5�1�. �A��'S�5 �`�I�NN'�: ���rt�r � ��a�ess . ,��I3 NLJIY�L�I�: ��3447 EIV�][N��lt: l�.f��l l�m�[��z PRO.TE�T: �W���� �.n�e to S�mmd��a �n�� O��E: ���ust�mm I�ATi � ����, a�1��/QP� �A�E ��J'i': l9�11(�Il�� �CH�f��AN:1�Taac� ��c�l� S�ilVl[]�LE M�ISTUL�E P� ��.O�T Si7L�� Cf}1�1U�'I'I�I�."�' S�� S�]I'L � � ��Q �1�� �P� . µ�in�s T��� ��I��IE� p-A 25.98 8.� 94 0 _ I,442 Clay Loaan Grray &`]Can , (O+QO} I-S 22.58 8.2 12 0 S06 Silty Clay I,oam Tari , (29+00) ' . 7-� 27.$6 7.9 10 �� 0 5�8 Clay Loaan �3ark C'rray � {77+a0} I�-A 3�.93 8.2 130 0 1,588 � Cia� Loam I�ark Grray (9+Om} � . IH-]B 25.04 S.1 6 0 535 Cla.y Loam � 1Dark irray (55+5�) i � , �i �.g����� � � � �'� �,��.�� ���'��'� ��� �� :� � i �tation No. o+sa . �+oo 12+p0 24+00 25+50 29+00 29+50 36+00 �S+OQ 53+50 50+00 �Z-�oo 84+00 9G+�0 10$+40 120+00 1.32+40 139�+50 145+Q0 145+36 Cnntract I 35" Water I,ine to Ser�vice Sendera Rancb Prestressed Cancrete Cyl�ndex Pipe Optxon Test Statian Sc�edu�e Description � Bonds Ranch Rd. Crossing CP Anode Groundbed Loca�ion TS Anode Groundbed Location T5 � Anade Groundbed Location TS 18" RCP Crossing FL Van Zandt Gate Ln. Crossang CP 6" W Crossing FL Anode Graundbed� Location TS Anode Groundhed Location ' TS Wi11ow Spnngs Rd. Crossing CP Anude Groundbed Location T� Annde Grou�dbed Location TS Anode Groundbed Location TS Anode Crroundbed Loca�ion TS Anade Groundbed Lacation TS Anade Graund.bed Location TS Anode Grour�e�bed Loca�ion TS Slue Mvund Rd. Crossin� CP Anode Grroundbed Lacation TS U� HWY. 287 Crossing GP Coutract II 35" Water Line to Searvice S�ndera Ranch Coated Duci�I� Iron Pipe O�t�on Test Station �c�edule Station 1�To. 3+63 19+00 22+10 ��+oo 61+10 68+00 80+20 D�scripiian US HWY. 2$i C�rnssing Anode Crroundbed Locaiion 8°' TXU Gas Pipelu�e Crassing Anode Gxoundbed Locafi�on Boaz Rd. Cros�ing Anode Gxattndbed Location Avondale — Haslet Rd. Crossing '� e CP TS FL TS CP TS CP .APPEllTl�� E �PECIF�C.A.'1'ION S��T��� 1�640 J�I�TT �O�C1�I�G Al�i� EL�CTI�IC� I��I��.��ON 36" WATER LINE T4 SENDERA, RANCH JOINT BDI�TDXNG AND FORT WORTH, TEXAS ELECTR�CAL ISOLAT'IOl� SECTION 1�64U JOI1�T BQ�T'DING AND ELECTRICAL TSOLATIa1�I PARTZ GENERAL I.OI SECTION INCLUDES A. Joint bonding requiraments �'or elee#rical can�inuity along coat�d ductile iron and prestressed concrete cy�inder pipe (A.WWA C-301}. B. Electrieal isolation devices %r installation at connections to e�isting piping, at laterals, at cased crossings and at tunnels. 1.02 RELATED SECTIONS A. Seciion 15641 - Corrosion Confrol Test �tations. B. Sectian 15d�42 — Specification for Magnesium Ariode Catbodic Pratection � Systems � ]..03 REFERENCES A. AWVVA M9 Manua1- Pxetensianed Co�acrete Pressure Pipe. � B. ANSI B 16.1 - Cast �ron Pipe Flanges aad Flanged Fitt,�n.gs. C.. ANSI B16.5 - Pi�pe Fiange and Flanged Fittings. �.04 SUBNIITTALS - A, Catalogu� Cuts: Manuf'acturex's cafialog cuts shali be submitted for ea.ch item. The catalog cuts shaIl include the matzufacturex's name and shall provide suffzcient . informa�ion to sh�w that the materials me�t the requixem�nts of the drawings and s�eeifications. Wh�re more fha� an� item or caialog numbex appear� on a catalog cut, clearly identify the item propose�.. � B. Test Results; Elect�.cai continuity a�d flange isolation test resuli� sha1l be submitted ta the owner or its designated representative. 1.Q� QUALITY CONTROL A. Provide manu�Eacturer's certi�ication that a�l el�ctrical continuity bonding meets t.�e requ�rern�nts af the dxavvings a.nd speci�cat�ians. Ref�renc� certifica#ion ta applieab�e seciion of speczficadans and applicabie standard detail. April, 2002 1564D Page � af' 9 3G" WATER LINE TO SENDERA RAN�$ JOYNT BONDING AND FORT W�RTH, TE7�AS ELECTRXCAL ISOLATION B. Pxovide manufacturer's cert�ifica�ion that all isalatian devices meet the published material specif ca�ions. C. All materials, fabricatian, and instaiIations are subjec# to inspection a�.d testing by th� owner ar its designated ��presentative. PART2 PR4DUCTS �.Ol D�SCR�PTZON OF MATERIALS A, Joint banding and elect�ica.� isolation materials ta be incorpoxat�d inta the project anclude, but are not �irnited to, the follflw�.�ag: I. 2. 3. 4. EIectrical continuity bonds. FIange �saIatian ass�mblies. Casing spac�rs. End seal�. �.42 ELECTR.�CAL C41�dTINUITY SONDS A. Applications: Required applications foz electrica.l cgntinuity banding ir�cludes the following: 1. 2. Ba�ding across balted joint assemblies. Bonding acrvss gaskeied joint assemblies. B. Preparation of Prestressed Concrefie Pip� for bo�ding: General; 2. ApriI, 2402 a. Fab�ication: Us� prestressed concrete pipe fnr fihis praject tY�at has be�n �abricatec� %n such �. manner as to establzsh electrical cvntinui#y between metallie cornponen�s of pipe and joints. b. Acaeptable Methods: Establish electrical cantinuity as inciica#ed zn drarvings and specifications. Criteria �or Eiectric Con�inuity: a. T�nsxle Wire: Pipe manu£actu��r sha11 obtain a resistance no greater �ian QA3 ohms be�veen a.�y wire and steel joint ririg a# end of pipe� faz�thest from ihat wire. Manufacturer sha1l state values obiained and method measurement. b, Tniernal Pipe Joint Componenfs: Pipe manufacturer shall abtain resistance of less tha.n 0.03 ahms between any component and steel pipe cylfnder, � 15640 Page 2 of 9 36" WATER LIl�1E TO �ENDERA RANC�I FORT WORTH, TEXAS 3. Stee1 Cylinder Continuity: JOIl�T BO1�D�NG AND ELEC'TRYCAL IS�LATTON a. Establish cont:�nuity af all joint camponents and steel cyl"u�der. These compon�nts incl�de th� following: 1) 2) 3) 4) Anchor socket brackets. Anchor socket. Spigot ring. Be1� �ing. b. If inechanzcal. co�tact does not provide � resistance of Iess than 0.03 ohms l�eiween eompanents, tack weld coznponent io pxovide electrical continuity. � 4. E�ectrieal Bo�d �Clip: Three � ASTM 356 steel banding clips, each approximate�y 0.19 inohes ihiek, 2.5 inches long, a�d 1.0 inches wicke, s�,a11 ba welded with 1/$-inch fillet welds tQ ttae bell and spiga# o£ adjacen� non�welded. bar-wrapped cancrete cylinder pipe ar mortar coated steel pipe with rubber gasketed jaitZts. Manufact�are c�ips ta maintain cantintuty regardlass af small deflectiflns of finished (mor�aredj 3oints. � C. Preparaiian of Ductiie Tron �'ipe fox Band�ing: xn.stall insulated bond wires as shovvn oz� drawings. D. ElectricaI Bond Wires: Electrica.l bond wires shall be a.minimum No. 2 AWG, seven s�rand, copper cable, furnished with THHN insu�atian. One inch of THHN insula�ion shail be remaved frorn each end of th� band wicre. The minimum numbex of hond wires shall be parovided as shown on drawings, 2.03 FLAI�TGE ISOLATION A. Applications; Req�xired applications of , dielectric flauge isolatian ass�mblies include but a�e not 1i�r�ited to the %llowing: 1. At salected locations where new piping is mechanica.liy cann�ct�d �o existing Pip��• - 2. At se�,ect�d b�lav�,grade to abov��round piping transifions. B. For bar-wrapped concrete pipe or rnortar coated steel pipe, provide electrical isolation by instaZiing insulating l�its, compased o% 1. Insulaii.ng Gasket: a. For piping sized 30 inches in diame�er and greatex, provide Pyro�t � GK1Q with ni�riie seaI, Type "E^' LineBacker gaske# as manufactured by Pzpeline Sea� and Insulator, �nc., or approved equa.l, _ � , � ' 15640 April, 2002 Page 3 of 9 36" WATER LiNE TO SENDERA RAI�TCH ,T�Il�TT SO1�D�NG AND FORT WORT�, TEXAS �EL�CTRICAL I�OLATION 2. b. For piping sized between 12 inches and 24 inches in diameter, provide Phez�alic P�I with nitril� seal, Type "E" LineBacker gasl�et as manufacfuxed by Pip�line Seai and Insulator, Z�c., or approved equal. c. Aiterriately, provid�; plain�fa�ed gheno�ic gasket, as manufactured. by . Pip�line Seal and Insulator, Inc., ar appro�ed equal. Place phenolic gas�Ce# between two �'ull-faced � gaskets. Provide cloth- inserted rubber gasket material, 1/8 xnch fihicl� in accorctarice wi,th A�VWA C207. Use factory cut gaskets af proper dimezisions. Sleaves and Washers: a� �orr piping sized 30 inohes in diameter and greatex, provide full leng�h my�ar siee��s wiih Pyrox G-10 washers, double washer sets as �nanufactured by Pipeline Seal and Tnsulator, Inc., or approved equal. � b. For piping sized beiwee� 12 inc�ics and 24 inches in diameter, . provide fiall length mylar sie�ves wFth Phenolic was�ers, �.ouble �vasher sets as manufaetured by Pipel3ne Seal and Ins�ulator, Inc., ar approved equaZ. C, For ductile iran piping, electrical isolation shali be provit�ed throt�gh the installatian o�the following material,s: - 1. Fla�ge connection to Lock Joini be�l ada.pter. 2.. Flat�ge connection to Lack Joint spigot adapter. . 3. �nsulating Gasket: , a. For piping sized between 12 inches and 4$ inches in diameter, provid� phenolic PSI with nit�ile . sea1, Type. "E" LineBacker gasket as � manufactured by Pipelin.e Seat and Insula�ar, Inc., ox� a�proved equal. b, The Conixactor may �rovide, at his option, a plain-fac�d phenolic gasket (as maxa.ufactured by Pxpeline Sea1 and Insu�atar, Inc., ox appraved equal). The phe�aolic gask�t shall b� placed between two full-faced gaskets. Pxovide cloth-insarted rubber gasket matexial, 1/8 anch thick in accardanc� with AWWA C20'7, Gaskets shall b� faciory cut to proper dimensians. �. Sleeves and Washers: a. For piping sized between 12 imches an�. 48 inck�es in dxametcr, provide full length mylar sleeves with ph�nolic washers, dauble vstasher sets as manufactured bp Pipeline SeaI and �a.sulaior, Tnc., or approved eqt�al,. D. Coatings �ox bwried isolatian flanges .shall � be the Densyl Tape. system man�actured by Carboiine and consisting a� Densyl Mastic, Densyl Past� and Z}ez�syl Tape. E. The insic�e af isolation joints shali be coated with epoxy for a distanc� of 2 diameters i� each direc#ipn from the joint. 15640 April, 2Dd2 Pa�e 4 of 9 3G" WATER L�NE TO SENDERA R�TGH FORT WORTH, TEXAS �.Q4 CASiNG SPACERS J4INT BONDII�TG A1�TD ELECTRICAL IS�LATION A. For 42-inch and sma.11er water or wastewater piping installed in tut�nel� or cased c�ossings, install casing spacers between the pipin� and the casing or tunnel IinEr to provid� electr�cal isolation, � B. Ir�side diameter o�' casing or �el liner must be 4 inches grea�er in daameter than •the outside diameter nf the piping. in the case oi meehanically coupled piping, ihe casing m�s�t be a minimum of 4� inches greater in diameter than the outside diam�ter of th� coupli.ng at its Iargest point. C. For welded s�ee1 pipe 12-inch diameter and � smaller, use inj�ction malded polyethylene utsul.ators, Model PE as rnanufactuxed by Pipeline Seal and ... Insulator, Inc, or approved ec�uat. � �� I7. For ali o-ther pipe materials I2 inch diameter and smaller,. use 8 inch wide st�el insulaiors with 2 inch vaide glass reinforced run;ners, Madel C8G�2 as manufactured by Pzpeline Seal atxd �nsulator, Inc. or approved equal. E. Fnr a.11 piping sizes betw�en 12-inch and �2-ineh diameter, use 12 inci� wide steel insulatoxs with 2 inch wide glass reinfarced runners, Model C12G-2 as manufactured by Pipelxne 5ea� and �u�ator, Znc. ar approvecf equal� F. The casing spacer ma�ufacturer sh�.Il design and certi�y the casing spacers for �he in#endad pipeline loads. 2.0� CASING �Nb SEALS A. �'ar alI piping less #h�an 24 inch diameter, use hard rubber seals, Mod�1 PL Link �eal as manu�ac�ured by the Thund�rline Corpa�a�aon ar approv.ed equal B. For alX pipir�g 24 inch diameter ax�d greater, use pull-on, 1/8 inch t.hick, synt�etic rubb�r end seals, Model C, as n�anufactured by Pipelin.e �eal a�.d Insulator, Inc. or �pproved ec�ual. C. Casing End Seals shail be �s shown on the plans for t�� S4-znch pipeline. PART 3 d EXECUTION 3.01 INSTALLATION 4F ELECTRiCAL CONTINUiTY BONDS A.� Inspection: Use continuaus bond wires rvith no cuts or fears in the insulation covering t�ie canductor. B. General: Attach bond wires ai required Iocations by thermite welding process. Attach bond clips by arc-weld process. C. Thermite W�lding Mefihnds: Per�'arm thermite welding of bond wires to piping in tlze following ma�er: � 15640 ApriI, 2062 , Pa�e 5 of 9 36" WATE�. LIIi�E T4 SENDERA RANCH �OINT BONDING AND FORT W�RTH, TEXAS ELECTI2�CAL xSOLAT�ON 1. Clean and dry pi�e to which wires are ta be attached. 2. 3. 4. 5. 6, '7. Use grinding wheel to r�move all coating, mill scale, oxide, grease, and dirt from an area approximately 3 inches square. Grind surface to bright meta.i, � � Remav� approa�imately 1 inch nf insulafion frpm each end of wire to be thermite welded to pipe, exposing clean, oxide-free copper for welding. Select proper size khermite weld rnotd as recommended by �n�,nufacturer. Plaee wire between grap�.ite mvid and the prepared metal surface. P�ace metal disk in bottom of rnold. Paiax thermite weld charge into the mold. Squeeze botrom of cartridge to spread igni�ian powder over charge. CZose mold cavex and ignite starting powd�r with flin# gun. 8. A#�er exotherm�ic reac�ion, remove thermite wsld mold and gently strike weld with a haanmer to remove weld s�ag. Pu1� an wire to assure a secure connection. Xf w�,id is not secwre or the bor�d brea�s, repeat procedure with new wir� Qr strap. . 9. If weld is secur�, coat a�l bare me�al and w�ld metal with Kop-Coat. Covex coated weld with a plasfic weId cap. D. Past�Installation Inspection: Pos�-installation inspection of all electrical continuity bands sha�� be made through a visual e�amznatian of each �armite weld connection for strc;ng�h and suitable coating prior tv backfilling. In additi�n, perform ona ar more of the follovviz�.g tes�s; 1. Circula�e cu�ent through pipe using DC power supply. Calcula#e resistance thraugh knawn �eng�i of pipe. R�sistance must nat exceed 150°/a o� theore�ical resistanee for pipe and bonds. 2. Measure resistance xhraugh. s�Iect banded joints wzth a digital. �ory resistance ohmmeter (DLRO). Resistance of O.00I ohms or less is acceptable. • 3, P�sition a CSE at a stationary lacation adja�ent ta bonded pipelin�. Imprass a ternporary current an pipe. Recard statie, c�arrent-appIied, and insta�t "offl' pipe-to-soil potential readings atong ih� pipe relativa #o the stationary CSE. � a. April, 2002 � Static poten#ial measurernents refer�nced to stationaiy CSE rnu�# be neaxiy identica,� along #he pipe to indicate el�ctrica! cantinLtity. Instani "off' potentials referenced to stationary CSE must be ne�ly identical along pipe to indicate �Iectrical continuiiy. T5fi�30 Page 6 of 9 36" WATER LINE TO SEIYDERA RANCH JOIIYT BOND�NG AlliD FORT WORTH, TEXAS ELECTRICAL ISO�ATIQN � � 5 c. The difference between the instant "of�" and the static patentzal referenced to stationary CSE must be ec�ual at each point of oonfacf fA pipe to indicate electrica� continuity. If az�y af the above procedures indicates a poor q�taliiy band conneciian, rebond the joint. Recbrd xesults and submit to th� nwner or rts designat�d r�preseniative for approval prior to bac�filling. E. Backfilling af Ban�.ed J'aints: 1 � Perform backfilling of b�nded pipi.e�g in manner tl�af pr�vents damage to the �ands an�. a11 conneations ta the metallic s�rucfures. a. Us� apprapriate backfill rriaterial to completely cover the elee#x�ical bon,d. b. i'rovid� .prQtection sa that iutu�e construction activities in the area will no� destroy the bonded connectians. If construc�ion a.ctivity damages a bonded connection, install new bond wire. ' 3A2 INST�iLLATIOI�T OF FLANGE TSQLATI011T DEVICES A. Placem�nt: Tns-Eall iso�ation joints at #he locations ahown on the drawings. B. Assambly: P�ace gasket, s�ee��s; and washers as recommended by the manu�acturer. Follaw ma.nufacturer's recammenda�ons far even tightening to proper torque. � C. Testing: Immediateiy after an insulating fittin.g has been installed, test electrical isolatian with a Gas Elect�anics mod�l, d0�. r�eter. FuZiy document test results. D. P�.inting: Da not u�e metal base paints on insulating fittings. E, Encapsulation: Encapsulate below-grade isolation joints with �he Carboli.ne Densyl tape �qsfie:m, ar appro�ed �qual, after the isolation joint has been �ested for s#'fect�veness. 3.03 INSTALLATION 4F CASIl�iG SPACERS A. Assemble and secu.reIq fasien casing spacers to ih� pipeline �o be installed in casings or tunnels. � B. Tbere rnust be no znadvertent metallzc contact bet�vveen casing and carrier pipe, The distance batween spac�rs sha� ensure that the pipe is adequately support�d tlu�oughout its langth, particularl� at the ends, to o�fset settling and possibl� electrical shorting. `T�e end spacer must be withi�a G i�,ch�s af the end of the casing pipe, regardless of size af casing and pipe or type of spac�r used. Instali . 15640 AgriI, 2002 _ Pag� 7 of 9 36" WATER LIN� TQ SENDERA. RANCH �'OZNT B4NDING AND FORT WORTH, TEXAS ELE�TRiCAL IS�LATION spacers on PVC pipe at the insertion line to prevent over-insertian o� the spigot ir�to t�ie beli. C. Grade the bottom af �he treneh adjacent ta each end of the casing to pravide a fixz�, uti�faxm �.nd continu4us support far the pipe. If �Che trench requires some backf�ll to esta�blish the final tr�nch bottom grade, placa the backfill materxal in 6- inch lifts azzd each lay�r compacted. D. After the casing Qr tunnel linex has been piaced, it sl�all b� purnped dry and shall remai.n so un�iZ the casing spacers and end s��ls axc installed. �. Install casing spacers in accordance with the rnanufacturer's instructions. AlI � stzbcomponents shall be coxrectly assembled, �venly tightened, and remain free �rom damage during tightening af the insulators and pipe insertion. F. Insu�ator Spacing: 1. 2. Ma.xirr�um distance between spacers ta be 10 feet for pipe sizas 6 ii�ches and smal,Ier, and b feet for pxpe szzes greater than 6 inches. If the Casi�g or pip�e is angled or bent,�the spaaing shoul�. bc reduced. 3.0� INSTALLAT�ON OF END SEALS A. Assemble hard rubber Lini�-Seals around the pipe and slide into the ann�alar space between the gipe and casi�g. Evenly tighten the bnits to provide a posiiiv� seal. B. P�ace pe�ll-on syntl��tzc rubber end seals on the pipe ax�d pull over the end af the casing. Secure�y fasten stainless steel bands. 3A5 TESTING OF �OINT CQNTINU�TY BONDS AND INSULATED JO�NTS A. General: After �he campletion oi the cQntinuity bancling of individual jaints but before the pip� is backfilled, each bonded joint sha,�l he tested for electricai continuity. B. A DC currant �hall b� impressed an► the pipe on one side of tY�e joint under test using a portable 12-volt battery and a driven ground rod. The battery shalZ be conn�cted such that the positive terminal is conn�cted. to the ground rad a�d the negative terminal is cozzz�ect�d to the pipe sectian under test. The magnifi.�de of test eurrent is not irnportant as lang as it ca.uses a change in pipe-tn-sozl poten�ial on fihe section af pipe that is in the test current cixcurt, ' C� T�.e pipe-fio soil po#ential sha11 be meastu'ed on each side o� the insulated joint using a high impedance valtmet�r and por�ab�e copperlcopper sul�ate reference electrode wit,�i the test current "on" and "off'. D. A jaint is considered elec�rically continuous if the "on" and "off' �potentials a.re the sama on e'rther side o�the joint undex test. �sb4a Apri1, 20D2 Page S of 9 36" WATER LTNE TO SENDERA RANCH .�UTNT BOND�I�G AND FORT WORTH, TEXAS ELEC�'RICAL ISOLATION E. This same praceduxe shall be used to test individua�. insulated jain�ts except that the joint is cansid�red insula�ed if the pipe-to-soil potential is noi the same when measured on each side af the joint when the tast current is "on". 3.06 CASED CRpSSZNG �SOLAT�ON TESTS A. Immediately a�ter tiie. pipe has been installed in �xe casing, �but p�ior to connectin.� the line or grouting th� annulus, perform an elecirical continuity test to determine whet.�ier tlie casing is in fact insulated fzam the pipe, The contin�iity check shall - be fuily documented and approvad i�� the owner vr its designated tepresentative prior to bacl�iliing. B. � thc �lcctrical isolation between pipe and casing is not effective, the cause shall be immedia#eiy investigated, and the �ituation remedied, Under no circurnstances sha11 a short�d casing be backfilled. END OF SECTION Z5640 April, 2002 Page 9 nf 9 36" WATER LINE TO SENDERA RANCH CORRaSID1�T C41�TROL FO1�T WORTH, TEXAS � TEST STAT�OIY� SECTION 1�6�� . CORROSION CUNTROL TEST �aTATIOI�S - PART1 GENERAL 1.41 SECTI4N INCLUDES A. Test station rn.atexials and installation requ�rernents. B. Loca�iions requiring test stations are adjacent ta an�de groundbeds, major pipeline crossings, cased crossings and tunnels, and b�1ow-grade isolation joints. 1.0� RELATED �ECTIONS � A. S�ction 15540 - Joint Bonding� a�d Elecirical Isolation. - B. Section 15642 — Specifica.tion for Magnes�izm Anode Cathod'zc Protection Systems. 1,03 REFERENCES � A. ASTM D1248 - Folyethylene Plastia Mo�ding and Extrusion Material. B. NACE RP-0169 � l�ecommended Practice, Cantirol af Exteznal Corrosion on, Underground ox Submerged Metallic Piping Systems, � C. AWWA M9 Ma,�ual - Pretensioned. Concrete Pressure Pipe. D. � UL 83 - Thermaplastic Insu�ated Wires. E. UL 4$6A - Wire Connectors #'ar Use with Copper Conductars. 1.04 SUBNIITTALS ' A. Catalague Cuts; Manufacturer's catalog cuts shall be -submitted iar each. item. The catalog cuts shall inciude �e manu�acturer's. name a.nd sha.il provide sufficient informatiion to show t1�at ihe materials meet the requirements of the drawings and specificati�ns. Where mare than vne ite� or catalog number appears. an a catalog cut; clearly id.entify the item propased. � B. D�awings: As-buiIt drawings of the corrosion controi test stations shaIl be maintained by th.e Confiractor during �nstallatian a�nd consir'uction. Drawings sha�l be revxsed to shbw exact locations of all r•viring, carinections, and teiminaZ bvxes. A1I iterns of equipment and mat�rial shall be p,�ap�rZy identi�ed. The original aspbuilt drawings shali be submiited to the owner ar its designaied representatzve. Apr�I, 2062 15641 Page � of 6 36" WATER LxNE TO SEl�DERA RAl�CH FOR�' WORTH, TEXAS 1.a� QUAL�TY CQNTROL cox�asroN coNT�o� TEST STATT41i�S A. Provzde ma��facturer's ce�tifca�ions ihai all companents of the corrosion contrvl test stations me�t the requirements of tha drawings an� specifications.. The cer�ification sha11 reference t�e applicabie secti�n of the specification.s and �la.e applicable standard deta.Yis. B. The drawings for the corrosivn contral te�t s�.tions are diagramxnatic and shall not be scaled for exact locations, unless scal�s ar� explicitly stat�d on the specif c dra�ving. Fie�d canaitions, non-interference with other utilities or mechanical and structural feai.ures shall determine exact Iocations. Contractor sha11 note other existi�g u#ilities in the area and during excavation, shall not damage these utilities. Any c�aznaged utilities shail be repaired to the satis�action of the owner at the Contractor's e�pense. C. A11 materiaIs, �'abricatian, and installations ara subject to ins��ction a�d testing by the ow�er or its d�signated representative. . PART 2 FRODUCTS 2,01 FLUSH M4UNT TEST STATIONS A. Test stations s�a11 cansist of tes# wires, a terrninal box and a tra.ffic taax as shaw:n on the drawings. � � B. The terminal box shall be a�ive tcrminal Big Fsnk as manufactur�d by Cott Manufacturing Com�any or approved et�ual, . C. The Precast Car�crete traffic box shall be an 8.75-inch diame#er I-RT witf.h a cast iran aover rn�.rked "CP Test" as manufactured by Brooks Pr�ducts, T.nc ar appraved �q�.ial. D. Install a marker sign adjacent to all flush�mounted test stations. 2.02 ABQVE-GRADE TEST STATZOli�� A. At test station looations wherc flush mounted si.ructures caiuiot be installed, an above- grade tiest statian sha3l be used, and p�aced such that possi�ble damage frorn vandatism, tra�f �, etc, is minimized. B. The test sfation shall be a five terrninal Big FinFc as manufactured by Catt Maz�ufacturu�g or approved equal. C. Terminal boxes sl�all have a lockabl�, corrosion-proo� plastic cover and shall .be mountad an a 5-�aoi �an�th af 3�incfi diameter galvanized steel conduit. � D. The tEst station sha11 be installe�. adjacent to a permauent structure, if .avaiIable, for physiaal protection. �.03 REFERENCE ELECTRODES A. T'he reference electrode shall be a copperlcopper s�lfate i'ezmacell Plus, do�t6le membrane, ce�arr�ic c�ll in a geomembrane package as manufaciured by Corrpro Compani�s, inc. or approved equal. - 15b41 April, 2Q02 Page 2 of 6 3G" R'ATER �,IlrT� TO SENDERA RANCH F4RT W4RTH, TEXAS CORROSZ4�i CONTROL TEST STATiONS B. The electrode shall be equipped with No. I4 AWG stranded copper wire with biue HMWPE insulation of sui�able length to attach to the terminal board of #he test sta.tion. �.0� TEST STATZON LEAD W�RES A.. Test s#afion lead wixes of al� sizes sha111�av� TW, THW or T�II�N insulation. B. Tyge insulatiQn shall be col�r coded based upon can�ection ta undergxound structutes: 1. � �. Water piping: w�ite. FOreigri Sf.rLlctuTes: I'Bd. Steel casings; yellow. C. All #erminal boards shall be wired by �kse installer as shown on the drawings. 2.05 THERMITE .WELD EQ�JIPMENT A. Charges and Molds: VVeld charges and moid size sh�il be specified �y the manufact�xrer for the specif c surface canfigrara#ion. Use only tl�e carrect charges for the specific appIication. Welding chaxges and moids shall be Erico, Cadweld ar Coniinental T�ndustries, ThermoweId. B� Weld Coating: Coating for aIl welds shall b� Kop-Coai as manufactured by Carbaline ar approved equal. Cover coafed w�ld with a plastic weld cap. PAItT 3 EXECUTTON 3.OI APPLICATIONS A. Required applications of corrosion cvntral �est stations include Iocafii.ons where futu�re testing is an�ioipated for the following reasons: - 1. 2. 3. 4. Testing fio detexmine the effectiveness of the instal�cd cathodic protection systems and to allow for startup adjustments. � Tcsting to determine interference e�fects from and on adjacent or crossing �areign underground structures. Tesiing ta determine sources and magnitude of stray d-c currents anc1 required mitigative measwres. Periodic monitoring to determine s#atus of existing cathodic �rotection systems, stray current, and foreign line influence. B. Tnstalt test sta�ions at each of the locations scheduled on Appendix D. As a minimum, test s�tations are required at each of the following locatians: 15641 Aprit, 20Q2 Page 3 of 6 36" WATER LXNE TO SENDERA RANCH CURROSION C4NTROL FORT WORTH, TEXAS TEST STA�'IONS . 1. A� a11 m.ajox u�dergxo�nc� me�alii.c pzpeiine crossings. 2. At �I.1 cased crossiyags and tunneIs (both ends). 3. At all underground isolatioz� flange�, 4. At all a�ade �raundbed locations. 3.U� GENERAL A. Loca.te test stations adjacent to manholes where possible. If a flush mounted test station is not �easible in a particular Iacation, then an above-grade test station may be rtseci, subject to ap�xoval by the owner or its designated representative. B. Use cantinuous test station lead wires v�rithout cu#s ar fears in ihe insulation. C. Locat� test stations as cZose ta direcflq over the �ipe as �possibie. If the pipe is ins#alled under a rdad, place �e test station at the cu:rb for easy access. - D. Attach test ieaci wires to the pipe by therrnite welding. E. Attac�, test u+ires to the pip� prior to backfilling. F. Use color aoded test wires as inc�icated nn the drawings. . G. Wire fest station t�rmin,al board configu�ations as shown an tke dxawings. � H. At fareig�. pipe�ina cross�g tesi statians, th� owriers ofthe pipeline must be notified and must give �ermission before the test leads are connected to their pipeline. The owner should hav� a representative present. 3.03 FLT7SH 11�OUNT TEST STATYQNS A. Install flush-moLui� test statians as shown an the drawings. B. Suffieient�slack shalt be ooiled b�neath the test statiorz to allow for soil settlement and ta �event da.mage to the leads during backfillin.g. Additional sZack shall be left to allow for wit�drawal of the terminal board a minimum af 18 inches above the top of the precast conc�ret� traffic 6ox for test pwrposes. C. Install flush-mount test staiaons w7ith pe�nan.ent copper/copper suifate refexence electrodes where in�icated on �h.e drawuxgs. , 1. Tnsta�l reference electrode approximately 12-inches from the pipe. 2. Corn�act nati�e soil by hand axdur�d �ha electroc�e. The balance af the baakfill sha.Z1 be select granuxar bac%fi�l mate�ial. 3. Satu�rate th� backfilled reference electrode with 5 gallons af wa.ter. 15641 April, 20U2 �aga 4 of 6 36" WATER LINE TO SEl�'D�RA 12ANCFI FURT WORTH, TE�AS CORRU�I41�fi CONTROL TEST S�ATIO�S D. Se� test s#atians ir�stalled outside areas af permanent pat+ing materials in a Portland � cement concrete pad. 'The concrete pad shall be a minimum of 24 inches square and no less than 4 inch�s thick. � 3A4 ABOVE-GRADE TEST STATIOI�TS A. Install above-grade test stations where a flus� r�aunted tes� sfatioz� caranot be Iocated. Use asid location oi abo�e-grade t�st stations shall be approved . by the owner or its designated repres�ntative. B. Locate fest station ad�acent to a pe�manent stntctu�e (e.�. a pawer pale), if availabie, for. physical protac�ion. C. Coil suffEcient slac�C beneath the iest station to allow fox soil settlem�nt and to , prevent damage to ik�e �ead� during bae�cfilling. � D. ,Set test stations in �. Portland cement concrete anchar. The conexete anchor. sha11 be a rninim�.uxi af 12 inches in diameter and no less than 2 feet thick. 3.a� TEST LEAD WIRE ATTACHIVIE�T A. Atiach t�st l�ads to the pipe by thermite welding di�ec�y to the pipe foz' duct�,e xron ar to an"L" bracket for CCP. See drawings. , B. Tl�e pipe to which the wiras are to be a#tached shall b� clean and dry. C. When connecti�ag directly ta the pipe, use a grinding wheel to remove all cna�ing, m�.Il scale, axi.de, grease, and dirt froan an area approxunat�Iy 3 inches square. Grind fhe surfa.ce to b�,ght metal. D. The wires to be thermite welded to the pipe shall ha�e approximatelp 1 inch of insuia�ion removed irom �ach end, exposing clean, o�tide-free copper for welding. . E. Using the praper size thermite weld mcrld as recamm�nd�d by the rnanufacturer, place the wire betwe�n ihe graphite rnald and the prepared metal �urface. Use a copper sle�ve crit�ped over the wire for ail No. 12 AWG wires. � F, Place #he metal disk in the bottom of the rnold. G. Pour the ihermite weld charge into #he mo1d. Squeeze the bottam of the cartridge to spread igni.tian pawdex aver the charge. H. Close the mold cover and igni#� fha starting po�der with a flint gun. I. Aft�r the �xotharmic reac�ion, r�move �e th�rmit� weld mold and g�ntly strike the weld with a hamrnex to remove the weld slag. PuII on the wire. ta assure a s�cure connection. Iithe weld is not secure ar the wire breaks, repeat the proced�re, �, d. If the we�d is secure, coat all �are metal and weld metal with Kop-Coat. Cov�r the coated weld with a ptastic weZd cap. 1564i Agril, 2002 p��� 5 Q� � 36" WATER LINE T4 SENDERA RANCH CATH4DIC PROTECTION FORT WORTH, TEXAS � FOR PIPELIIYES B. Cathodic Protection Tester: Cathodic pro�ection tester shatl be present dwri�g the installa�ion of aIl anodes, field splices, and ihermite welding. AlI testin,g shall be � completed by a NACE Internatianal cer�ified corrosinn techno�ogist. C. All materials, fabricatian a.nd instaliations are subject to inspection and testing by the owner or its designated representative. E. The drawings for the cathad.ic pratection systern are diagrammatic and shall ngt be scaled for exact locatians un�ess scales are explieitly stated on ihe specific drawing. Field conditions, non-interference with oiher utilities or mechaxucal at2d struc�al features shalI ctetermine e�act lacations. Cani:ractor shall note other ex.isting utilities in the ar�a. Care shall �e taicen d�zring excavataan �aot to damag� these utzlities. Any daxnaged utilzties shall be repair�d to the satisiaction of Car�ar & Burg�ss and the �ity of T'ort Warth at tk�e Contractor's expen�e, PART � ANODES �.41 . SACRiFTCIAL ANODES -�MAGNE�TUM A. Magne�ium Azaodes: 48-paund, prepackaged, lugh potential magnesi�n anodes shall be used. T�e metallurgical compositian o� the magnesium anodes shall be as follows: Element Percent Composition Aluminum 4.01 Maximutn Manganese 0.50 to 1.3 Copper 4A2 Maxi.mum Nick�l 0.001 Maximum Iron 0.03 Maximum Oiher - (each) �.05 Maximum O�h�r - (tatal) O.�O 1V�a�imum Magnesium B alancc B. � Magnesinm Anode Cu�en� Capacfty; Magnesium auode� shall have a c�.rrent capacity of no less than SQO a�np-hours per pound o�magnesiitm. C. Anod� Backf I! Material: Chemical �backfill xnaterial. s�aXl be used araund a�l galvanic anodes installed. Backfill sha11 provide far a reduced cantact resistanc� to earth, provide . for a. trni�orm environmen# surrounding the anode, retain moistur� around th� anodc, and prevent passivation oif.�e anade. Al� galvan�o anodes sha�l come prepackaged in a backfil� mat��ial con�orming to the following camposi�ion: a. Ground hydrated gypsum: 7S pexcent b. Powdered bentoni.te: 20 pere�n# � c. Anhydrous sadaum suliate: 5 p�rce�t. 2. The bacicfill shall have a� grain size such .thai t 00 percent is capabl� o� passing througl� a 24-mesh �creen ar�d SO percent is retained by a lOQ-mesh sereen. 3, The backfill mixiur� shall complete�y surxound the anode within a cotton bag. April, aoa2 iss42 Page 2 of 8 36" WATER LZNE TO SENDERA RANCH CATI-�ODIC PROTECTION FQRT WOR�'H, TEXAS � FOR PIPELINES �. For staudard cast magnesi�m ingot�, the weight of backfill �eqwixed shall be as follaws: Anode Weight (Pounds} 4S D. An.ade Lead Wires: BaClcf ll Weight Tatal Wezght (Pounds) {Founds) 48 9� 1. The standard lead wir� far a magn.esium anode sl�all be a 24-foat length o� Na. 12 A'VLTG salid copper wire with type TW insulation. E. Lead 'Wire Connectzon to Magnesium ,Anode: 1. Magnesium anades shall be cast with a galvataized ste�l care wiih tlie weighi of the core �:at to exceed 0.10 pouncis �er linear foot, 2. On� end� af the anvde shall be recessed to expose the core for the Iead� wire cannection. 3. The lead wire �hall be silver-saldered to the cor� and the cor�n,ection fully insulated by filling the recess with a� elecfirical �otting compaund. 2.02 SPL�Cll�TG TAPE Tape used far taping anode Jead wire to anode header cabl� connections shall be Scotch 33 vinyl eleciric� tape and Scotch 130C rubber splicing tape, as manr.�acfured by Scotch, 3M, Qr approved equal. Taped splices sha11 ba covered with a coating of 5eotchkote electricai coating. ' . �.03 CRIMPT�TG LUGS Crim}�ing f�gs �sed ta cannect the anode lead wire to anade header cab�e shall be copper campxessian crimpit Catalog No. YC l OC 10 . as ma�nufactured by Burndy or approv�d equal. �.04 �NODE HEADER CABLE Ano�e header cables routed between the anode groundbed and the test stations shall be #1 � AWG stranded copper conductors with type HMWPE irasula�ion (Black). 2.05 TEST STATYUNS A. The test statians shail be sev�n terminal, i�ush-to�gxade, five t�nninal Big Fink as manufac#ured hy Co�i Manufacturing Cornpany or app:rov�d equal. B. The Pr�cast Concxete tra�c boz� shall be a.n 8.75-incl� diameter I-RT with a cast uon co�ver marked "CP T�s#'" as manufactutred by Broal� Prdducts, Tne ar approved �qual: Apri2, 2062 I5642 Paga 3 of $ 36" WATER LII'�E TO SENDERA, RANCH FORT W�RTH, TEXAS �.46 Si�C7NT CATHODTC PROTECTION FOR P�PELINES A. Manitoxing shunt shaIl be a 0,01-ohrn Type RS shunt as rnanufactured by Halloway or apprnved equal. B. Twa shunt� are xequired in each test statian. 2.U7 TEST LEAD WIRE A. Test station lead wires shall be #i2 AWG stranded copp�x cable with typ� THW insulafi�n (white). � �.OS PERMANENT RE�'ERENCE �LECTRODE A. The permanent referance electrode sha11 be a copper/co�per s�'ate 1'ermaceil, Mode� IHRP-802 as manufactured by Harco Technologies or appro�ed equal. B. The permanent reference electrade shall be equzpped w�tb, Na lq� AWG straz�ded co�pex wire v,rith blue �IMWPE insulation of suitable Iength to attach to #he terminal baarc{ of tl�e. test station. ' C. Tk�e permanent refexence elec�rode shall have a mirumutn design Iife of 15 years and a � stability of 5 millivatts under a 3.0 micrpamp load. 2.Q9 , THERMITE WELD EQUIPMENT Maferia�s rec�uiared for thernute walding and coating of the weIds are descr�bed in the followiz�,g sactions. A. Charges and Molds. Weld charges and mold s�iz� sha11 be as specified by the manufacturex fvr the specif c surface canfigtaration. Care shall be tak�n during instalIation to be sure correct charges are used. �elding charges and molds shall b� the product of a manufacturer reguIarly engaged in the production o£ such rnaterials. $. Weld Coating: Coating far all welds sha11 be Kop-Coat as manufactnred by CarboIine Qr approved eq�a.l. The coated �ie��. shall be cov��ed wi� a p�astza weld cap. PART 3 CATHODIC PROTECT�0111' SYSTEIVY INSTALLATrON 3.OI INSTALLATIOIV OF SACRIFICIAL ANODES A, The 3b" diameter prestressed concrete cylmder pipe conf'�gr.�ra�ion will requir� twen�ty (20) anode groundbeds each consisting a�'ten, 48 paund prepacka�ecl mag�esi�m anodes. The groundbeds wi11 be distributed as follaws: - Contract T: Thirte�n anode groundbeds shall be installed on t,�e pipe seciion installed saut�a of Highway �87. Th� a�praximaie spacing xequi�ed betw�en graundbeds is 1,200 feet far this pipe section. A�r��, aaa2 15642 Page 4 of 8 36" WATER L�NE TO SENDERA RANCH FORT WORTH, TEXAS CATHODTC PROTECTI�N � FOR P�.PELINES Contract II: S�ve� anade groundbeds shall be insialled on the pip� section installed north of Highway 287. Th� approxiamate spacing xequired between gro�ndbeds is 1,340 feet for thi.s pipe sac�ion. B. Cathadic protec�zon for fhe 36�inch diameter polyethylene coated ducti�e iron pipeline will require seven (7) anode gxoundbeds each consiusting of a group of ten, 48 pou.nd prepackaged, rnagnesium anodes. The groundbeds wi1l be distaributed as follows: - Contract I: Fo�r anode groundbeds sha�i be instail�d an the pipe sectian iz�stalled sauth of Highway 287. The appr4ximate spacing required �aetween graundbeds is 4,006 feet for this pipe section. . - Co�tract II; Three anode groundbeds shaIl be installed on the pzpe section installed north �f Hi.ghwa� .2$7. The ap�raxunate spacing requir�d between groundbeds is 2,54� feet iar this pipe sectian. C. Placement: E�.ch ar�.ode shalI be instalZed veriically in an 8 inch diam�t�r by 10 foot deep hole as shown on the p�ojsct drawings. Centerline o�the anode sYrall be a minimum of 10 ., feet from the cent�rline o� the pipe. Anodes �ha� be installed witl�in the pipeline right- af-way as far away from �tlae waterline as possible. D. Anodes shal.� be instailec3 an IO-foat centers. E. Augured Hole: The hoie diameter shalI easily accommodate the anode. F. Backfilling: After the hoJ.e .is augur�d, the packaged. anode sha11 be lowered inta t�e hole and the soil shall be fuml.y tampe�. around the package sa that it is i� intimate contact �wiith tha package. G. Anod� Lead �Ji�ira: Lead wires fram the anodes shall be run uxadergronn�. at a minimum . dept� of 24 inches. Each anode ��ad wzxe shall be connected to an anade header cabie as indicated on the pxojecY drawings. H. Handling. Anodes shall be handled in a manner that will avoid damaging anode mater�a.�s anr� wi.re connect�ans. . 3.02 1NSTALLATIUN OF PERMANENT REFERENCE ELECTRODE (AT EACH TEST STATION) . A. Location: One permanent copper/copper su�fate referenoe �lectrode shall be installed at each #esi station location and s�all be within 6" of the pipe at pipe depth. The reference slectrade shalI be prepared and install�d in strict accardance with the manufacturers recommendations B. Placernent: The permanent referenc� electrode may be plaeed in the same ditch with the water line and carefully covexed with the same sail as the pipeline backfill. C. Lead Wire: The perrrianent reference electxode lead wire shall ba pratected durin� backfill opera�ions and routed to tlxe test sta�ion along with the waterline iesf leads and anode grot�nd bed cahles. April, 2(l02 i5642 Page S of $ 3G" WATER LINNE TO �ENDERA ItANCH FORT WORTH, TE�S 3.03 INSTALLAT�ON OF �VTRE AND CABLE CATI30D�C PROTECTION FOR PIPELINES A. Depth.: All undergro�und vrrire and cable shall be installed a# a minimum of 2� inches below final gxade wifh a minunu.m separation oi 6 itzches irarn other underground si�uctures. B, Anode Header Cable: Each anade iead wir� shali be connected to a#10 AWG/HMWPE header cable which shall be routed into a flush-to-grade test statian, �. Anode Lead Wir� To Header Cable Cont�ection: Each anode lead wire to header cable cannection shall be made �.sing a. copper campressian cannector. Each cannectian sha.Zl be tapec� using rubber tape, vin�l tape and coated with Scotchkote electrical caating as shawn on the proj�ct drawi�gs. D. Anade C'oz�xiection.-Ta-Pipeiine: Each graup of ten {10} anades shall be cannected fo the pipeline through a test station.� Each grt�up of ��n anodes wi1l be divided into two groups of five (5) anod�s. Each group having it's own header cab�e rauted to the test statian. A 0.01 ohm shunt shaall be used to co�at�ect each anade header cable to th� pipeline as sho�n on the project.drawings. � E. A 3" wide, yellow, non-detectable warning tape labeted "Catharlic Protec�ion Cable Buriec� Below" shall be b�ried at a depth of 18" below the surface and along the �engih of aIl cp �able �renches. � � 3.04 TEST LEAD WIRE ATTACHMENT A. Test Iead cables sha11 be attached ta the pipe by triazmite wel�ing. B. The pipe ta which ihe wires are to be attached sha�I be cl�an and dry. C. A grinding wheel shall be used ta rernave all coating, rni�l scale, oxide, gr�as� and dirt from.tha tank aver an area ap�ro�rnateIy 3, inches square. The surface sha.11 be cleaned ta brigh.t metal. De The wires ta he the�mite welded io th� pipe shal� �ave approximately 1 inch of insulation xemoved fram each end, e:xposing clea�, oxide-free cvpper far welc�ing. E. Using the proper siz� #hermitc weld mold as recommended by tt�e man.ufacturer, �e wire �hal� be placed between the graphit� moId and the pxepared metal surface. All wire� No. 12 AWG size shall �se a copper sleeve crimped over th� wixe. F, T`�e mefal disk sha�l be piaced �n the baitom of th� md1d. G. The cap from fihe weld charge container shall be removed and the cantent� poured into ihe mald. Squeeze the hottoxn of the weld charge container to spread ignition pawder o��r the charge. � April,zao2 zss4a Page 6 af 8 36" WATER LIl�E TO SEl�DERA RAI�TCH FORT WORTH, TE�AS CATHODIC PROTECTIOI� � FOR PTPELINES H. Close the malc3 cover and ignitc t17e sta�ing powder with a flint gun. The malc� should b� held firmly in place� un�il alI of th� charge has hurned and the weld has conled siightly. I. Remove ihe th�rmite weld mald and ge�tly strike the weld with a halzuner to remave the weld slag, Pull on the wire to assure a secure connection. If the weld is not secuxe ar fhe wire breaks, r�p�at the pracedure. J 3.Q� ifthe weld is secure, coat all bare rnetal and weZd metal with Knp-Coat. The co�ted wel�. sha�l be covered with a plastic �weld cap. FLUS$-TOeGRA�E TEST STATZON� A. Flush-to-grade tes# stations shaIl be installed as shown on �he drawings. Test statians shail be installed in a G" � 12" x 12" squar� concrete pad. B. Sufficient slack �hall be coiled benea#h the t�st statian to allow far soil settiement and to prevent damage to the ieads during �ackfiliing. Additional slaek s�a.il be left to aliow fox witl�drawa.l of the terminal board a�ninimum of 12" above the top of �the concrete pad for test purpases. 3.flb POST ZNSTALLATIOl�T BACKF�LL�ATG 4F CABLES A. Genera�: During the backfillin� operation, cables shall be pxotected to prevent damage to the wire ins�la�.on and cor�ductor integrity. 3.07 YOST INSTALLATY4N TESTING OF T�IE CATHODIC PROTECTION SYSTEMS � A. G�nerai: As soon as pa�sible �ter the cathodic pxotection equi.pmeni has �een installed, th� system sha11 be ins�eated, energiz�d and adjusted. � B. Energization: The energizing of the catt�adic protection system shall be perforrned by �. corrosion engin�er hired by the can#�actor to achieve campliance wi.th the referenced carrosion cantrol standards set far� by NACE Int�mationaI and/or AWini'A. C. Me�tllod: The Corrosion Engineer shalI: 1. Measure native sta.�e str�cture-to�soil patentials along the waterline using t�e pernzan�nt referenee electro�es at each anode test statzon p�ior to energizing t.he cathodic protection system. 2. Energi.z� ihe caihodic protection sysiem by connacting eac� magnesi�un anod.e grour�dbed to the pip�line Ieads in the test station juuction box. Record each anode groundbed current �sing the 0.01-ahm shunt. � 3. �Allo�w 3�uveeks for the pipalina #o polar�ze. April, 2002 15642 1'age 7 af S 3G" WATER LINE TO SENDERA �tANCH FQRT WOR'TH, TEXAS 4. G. 7. 8 CATH4DTC PROTECI`ION F4R PTPELIN�S Adjust, if necessary, the cathodi� protection cuz�ent ou�.put in each anode test station to satisfy the cFit�r�a of a Fninimum of 100 millivolts o� polarization or an "instan,t Off" potential at least as negative as -$54 mil�ivolts CSE. Recard alI final eurrent ouiputs measured at each fest sfat�on. Veri�y that all electrical, isolation devices are operating properly inc�uding flange isoIators, and casing spacers. . . Verify that inter%rence does nat exist with foreign s�ru.ctures. Per%rm joint tests with owners af the �oreign struetuxe axad mitigate any znterfer�nce detected. Forezgn Iine test sta�ions have b�e�� provided fo �'aailitate the inter�'ez�ence testing and znstallatian a�' a�ny n�cessary resistance bonds. It is the corxosion engineers responsibility� tn coordinate tk�ie inte�erence t�sting with the awners of foreign structure�. D. Verification and Responsibilities . 1. Cantracior shatl correct, at his expense, any deficiencies in materi�s or i�sfallation procedures discavered during th� post-urstal�ation inspection. 2. Corrasion Engineer sha11 pro�vide wriiten documentation of any defici�ncies discovered during the post i.nstalla�ian inspeetion. E. Equipment: Ail cathac�ic protection testing instrumerits shall be in proper working order and calibrated according to factory specz�'icatians. F. � Report: The results of all commissioning procedure� along with docurn�ntation of anade graundbed c�rrent outputs, pipe-to�soil potentia�s, rest�lts of interference tes�ing, xesults of insu�.a.ted joint tests and as built drawings shall be compil�d in a final report and ft�nisbed to th� owner along wi� operating and mai�t�nance mstruc#i�ns. END OF SECTION April, 24a1 1 ��`�2 Page $ of 8 ����� �. ������ I 1 .� ,� � JU6dPER WIRES OR 5Hp[�1NG 8N2S, q.01 OF�d 5liUM _ R.O.YY. � TTPICI� Al�F� E.fRa TQ FlEApER �Bf..E SPUCE, S'FE D�JLS - -� . T1iIS 5H� �10 A41G 3iRANDED COPPER CABLE Yd[�11 Hhf1�PE fN5W1TlON, BLAGK (ANOQE HFJlpfii C�qBi.Ej � 36 � CONCRE7E CYEJNl3ER PIPE �!i� AWG 57RIWDED CQPPER cne� � �w� �su�nnanr, B1►ICtC (ANO�E HEROER CABlE) �12 AWG SIRANpfO CAPPER cne�s wm�r �nu �su�.a�nav, wHi� (ro wamt ur� iYFE Nhd-7 TESi SiA710N iERM1NAL 8011RD 0.01 OFI�E SFlUPfT ttOTES: 1—REAIOI+f J!lI�AER 1MIRES OR SHORTING BAIi,S AI'!D 1Fi5FAl.i RESISfMlCE WfRE TO IJI�iT CURi�EM OUTPUT OF AI�OUES, IF f�QUIRm 2—EH57ALL ANppES AS FAR AWAY FRflE! PIPE �10 A4VG 51i2AHDEU CAPPER A5 PQ5519LE 441iHIPE iF[E RIGHI'--flF—YNAY. CAHLE �[ii�l HA�fYHFE 1NSE1LkiiQiV, AIENEMl1#d DiSL4NCE FROM PIPElINE SHALL [a anr /aunnc uex„ru ...e, r� � NOT BE LESS 7HAN 1�'_ ------ • -�--- •�----- ----�r �14 AWG SfRANpED CQPPER � ! ��' � � CABLE WITN H�E 1NSULl1i]DN, �I I �� tlL41E (N PERiAANENT REF£RE7�GE ELECiRO� � �L n+is6Ri "s' 1i.0.W. ��z awc coa� so�n cAe� Wtft-I 7W �15UlJ1T10N. 6�ACK (ANOf3E LEAU 1MlRE) 10' � TYPiG4L � �R 51GH SEE DEfAIL �i 0' �,,j iYPIC,flL I 48 iB. PREPACKAGFD I�dAGNE51U1� ANORE, 10 EA � � � ��+ � fl.USH—iO—(�E 7�ST SfAiiOH � z �2' r tz' c 6' 7YPE lVAiE-7. SEE 1NSERT "B" THGS DRAWINC o``� cara�lE Pr�o �14 AWG 5iRA7�1p�D COPPER ^ r" — � � CABLE WCfH Hf�kY�'PE 1MSULAiION, �iz Anc s�rnm � c►a.Es ',�; B�UE SAhE� �� RS/ BOTCOh1�PPE�(6' FRfl�d PlPEj � rr� tr� �, � "�-� C�M�E1D GONNECi70NS. � 3�E utuui �ti,s �n�zi — — — — � 3fi'0 WNCREfE CYLlh�DER PIPE �.o_w. � C0111C1��'�'�' CYL,�hTDE� �XPE I�IT� �G2ITESY�1� Ah�O�l�' AN.0 ��'ST ST�4TI��T �1�STALI�T1'ON 3U�IPER M�lRES OR SHORiiHG 8AR5. TYPf NM-7 TEST STATtON TIIi�INAI_ BOARII �.0] {3HM SHiJNi 0.�1 4i-QYI Si�lUNi �30 AWG STRpNOEp Cpp�R ChBLE 4YfiH Hh�4NPE lNSW,AIWN, BLACK iANODE HEAfJER CABLE) �i2 AYlG STT�I4NUEp COPPER CABLE,S W�iH 7H1N li�5t1lATIQPi, IMHRE (TO WAiER L1ME) � R.O.W. � TYPIG4l. ANOaE LEAD TO MEADF1i C�RBLE 5P!lCE, SEE DEiAILS = '" TH[S $HEEi �10 AING 5fRAMpEp C�PER CABL� 1Mfli HNWPE IHS{1LA310N. BIA�K . (MlO�E HEADER CABL� � 36"0 CQATED 57EFL VYAiFRE.1HE �12 RYi1& COOPER SbliU CRBLE Wifii jYH IMSiIIATION. BiACK �Q, (a�ooE �w �n�} � .m,� � �IARICER SiGN SE� #lEiNL � z �- _� E i-Rf61pVE JUAIPER WIRES OR SHORTIhtG ft4R5 AND INSGIIL f�S15'FANCE WiRE TO 1JMiT CURREN7 OU7Pl}T OF ANOaES, IF fi�fiUIRW. �f4 RY�G STRAiJpm COPPER CABLE WITH NAflNPE IHSUlAT[ON, BiACiC, EAMOQE HEkDER CABLE� �44 AWG S'iRM1DED COPPER CABLE �dlkT}I HMWPE 1N5ULAT10DE, � BLiIE (TR pERk1AMFiV'i REFERENCE ELECTROD�J R,O.W. � to' � �� �s �e. ��nc�cnc�m �a,cnr�s�u� rwon�, �]4FA ^ � , F'L1l5N-TD-GRADE iEST SFA�iQPE s2' , rr x s` iYPE NM-7, SEE IlVSERi A" TF�S ORRWl�[G c�� P,� �t4 n�c sr�r�am ca�� - ,C�•:� caa� wrnt H�w� ir�suu-noH, �iz awc srtawn�n coe�t r.ra�.Fs ,ti�r�: BI,UE F'ERlUANENT Cu/Cu504 REFEfd€NCE ElEC7RODE �+ �E n�w +t�q�b w+et� SA�dE DEF'FF[ A5 BpTI'OA1 UF PIPE (6' FRDI� PIPEJ CA�WEED CONNEL`]]ONS� 36"0 COATEU SiEEL �fRiFRIl�kE �EE utiqlt �HIS 5litt� . — - — — — 0 � � PaLYET�E�E �RAP�L�'D IiUCTILE IRON �I.PE PYIT$ �'�i�1l�ESIU�f �O�E �Vl� �'�ST ST�Tl�� INST�LL�TION I `��, � �L J� �ir g� RO.W. 3���d �1 / �� . �''M`��� ��1` "'" �� � .��s 3�� --� 3��a�a � �' t�'a�� � ���� � �� ������� .�, ������d � ��d`�,� � � � ��a � � � 1�3� 1. �t�—�N�-a�� � �,��,� ��� �`a -�� ��� � �° � �a y}�d15 �� ��£ � �� f� �+ •* �0 � Y- l� � � F'�`r���`~�� £ •!•• '�• ryr•i:• .VM � ��j' r f� � � S= +� r� ��� $ nQ� jT.� . �� �. ,'t..' � � 1 �{f+��� y�,�,,, �,n .K. � J��„�.� =0`� � :;, .j:y; �; ' � X����l iy�,�- r� � y� � i� ������ - , m�� �� �� s� � x� � ; ' �� � „ , � � _� � ," / i � �/,, � i ��� LY[NERA9 FlIJ�R STRiP 1/8' RADIUS � � � 0 a/s" w�us m PT. A' � n � � � NOT-�-S.' � i. 5TEEL €�pNDING CLIP: PvfATER1A� SP�C[�ICA7[ON ----- ASTM A36 {CQiNM�RCkAL QiJRLiTY) C[1T LENGTH -- ...,--_------ 2 1/2A f 1/16" WlDiH--�----------------- t 1/�" f if16" 2. LYTHERi�,d FlLLER STRiP 7fl BE 1" x 1 1/2" W1DE TO OVERLqP SID�S OF CLIP. 3. G�RIMP JUEu{PER OV�R FILLER AT "A" 1"a CaMPRESS FI�LER • CL05E AT PT. "A" AS �lUCH A5 POS518LE WITHOUT CUTTIhIG FILLER P,4p. 4. BONQING CE�P TO BE 1NSTAl,.LED. ON DCfEREaR OF PIPE. 5. ARf2ANGE BONp(NG CLlPS ON TdP OF P1PE, 3 lNCHES APART. B. THREE REQUIREO PER JOINT (iYPICl�L}. —. ��71�T��hIG CLIP �`�� t t ^.` 1 /2�t ��p�. � p�pE � � � � � � 1 t�i "i r° � c � � 4 m TOP � �,' . '� � � � � '. � " - - , �. a _ a a '.a. � . " . • � � a ~ �Np `JIE`�'( ��������� ��; � � �N� ���F.O �r ���� � �, �pR � � � PCP� •;�: `: ' ' ' � � � � . a t, G4 ° �x�r B�,ACI�T � �lDFRI��" �� ��18 1! GEMF� ��� �N� / - 0 'FI-lfRlNifE BRAZED COI�NECTION �L' BiiACKET OVEi2 � • i �12 A�lG SfRANE}�D CaPpER CAHI� Wf[H TFiW INSUlAT10N, WH1TE� TO TESI SfA7lON NflN—SHRIMK GROiA PLACED — [IV �]ELD A�T�i2 CONNECiION HA5 BEEN MADE �/ � �' f QF P�PE • ::. _ � PIPE D(TFRIOR fAG70RY HOL�BACK OR b • • •a � - - CHIP CONCREfE A5 . �• , a. \ •� • ' �•4- - e. ': ��.a ' . - , RfQl1ER€D FOR HYE1.DlNG _ - ' � ' / . ' • • . " 4 � e � �- � _ CEMEM AJORT14R � �� � a- �- � _ . • " �- e • ' -: '. q .. � COATIF[G .'q d ° Q . , • . . • . P e- v' d . . 4 � " a � a , a ' �'� o . •�� • •d,� - • .e . . " a' . a• . A a : - - a e d .a . , . .- . ' a .' S1E� CYEJi�l�fRJSCEn. PlPE a. _ a • • ' . ' 4 _ - � ' o � f . � a' � � . • .-. . . ;. � • • , ` • 4` �� � ��`�����\ . k � �; ,. a- " CEhdEFlT PdQRTIMR � Q ' ° � 4 ' - ' � . L1NfN1G . . • • Q 6 ' d • � O � Q _ . p• • � � A' " a � c - a- - a� a � a a ' �. - � . . a ' .- � � ' --4 - d.. -ea . . • : .•_� . • - � io r,� x �—t/�-• w�o� x z—�/zp �.oNc BONDING CL(P {3 REqIifRED PER JOIM} I�RRANCEO 3' APIU2T AND ON T�P OF PIPE ` "L" �R�1CT�E� BDIYDIN� � 3—B�NDWG C11PS REQUIRED PER JDINT SCREENED COATIi�G �[ON—SHRfNK GROUT PLACEO IN FIEL.D AFTER INSTALI.ATIpN OF CLIPS �� �'�T ' : SCREENED COATlNG RUBBER GASKET . - . [N �LANT ' . , a . • . a a • • _ - • q • , r • . a - ' 4. - a' _ _ . y . .a " , ' . . - . �d� a. a ' . _ _ a' a- ' � a . , • - . �j- �� R � • • � Q 1 /$" T1'P. � ` , . �'4 '� ° : � . � a'" . - �/ a' • d'. a i� . ' ' •A' � s • • - • - a , . d• - a . a � . . � d� ,� d� a � 'j, d ' '� �" 1 v • " a • : \\� , � \���� \� \ • a- v� n- • _ _ � a a - a 4' ' . � . _ . a .d �_ ' • a • - ' - • . , Q_ v . " . FULL FILLET �N�i.DS ' � e ' � ' - �1� P{..fi�j I / a � . .d ' � a • a- •- ' " , . � '6 e 5�ZEp SPIGOT R!!VG CARNEGlE Si-iAPED 0 . _ 4 e d .. _ a : . Q . • . — �Q - , . . - ' I - 4, V d �'- ' ' • ' _ ' 4 a . � • ' " • �• - e � � � . . • - . . Fi!!1 Fll_i.Ef W�LDS . v . , � A� PLANT C — ' . 4 - #L1N[NG CHlPPED fN PE.APfT �OR DIAhfETERS LARGER 7HAf�[ 30" NOt�—SiiRINK GR011F PLACID iN FlELf3 * PLAC� BONDtNG CLiPS 1N lNTERIpR OF PIAE FOR ptA�iETEfiS LARGER �HA�I 30" � BONDED JOINT-LINED CYLINDER . PIPE `}11 /2� � � SELL END SPIGOT L�hfD OF PlPE �F �tPE � � � lNSEDE OF g" PEP� �" � � PL4NT OT C�11F �L ~ � Q�i M�RTA� ElHING � � B(3N�tNG CLIPS, 3 FER JOINi ST�� CYLII�dEti RIIBBER ��� EXiERI�R QF PIPE �f4TE: COATIIVG M1lOT SHOWN � SEiORTiNG STRAP (SEE V1EW A-A) . �, � �'_ ' _ /� � � I�AKE GRDD11� F'OR «' �'" ` `'" _" ''` = � SHOR7IN� STRAP AND r--- WiRE WRAP A-A R�F'l.A+CE WFi[-i N P�LAt�1T � ` � � fgu V UNiNG Ci�IIPF�ii Ii�S{DE OF tN PLAN7 �T PIPE � _ .., • __ ,�_. ,. -:� - � _� � . ..- �� _ •4 � . +�r"�� ' .' . . • . . : ti,w •f,� • ',� •• � . �� � •� . � • '� q � \ � . 1 `����1��\� . s . '.• - , •� ���I 1 1 - � ; . • P ' .� ' ` * �� � • _ p . , �'`,: ,�,'�. x q P •-- :'p _ . . . .9.. - ' �i '�„ • i�•: •�• •'�' � " •� '•► - - . :ii . � F.D.' • _ • �� .; . r '• ,,. .,.: r,�.-�-�-�-�-rt .. .-r, � = .�.'�.� 24 GA. !J�{I�. x 7" •- . . . - P '.� '� .•--- •- SHQF2i'ENG SiFtAP, r \_; -. •• C 2 REQUit�ED FOt2 EACH PIPE (SEE 1IIEW A-A} NON-SHRIiVK GROiJT PLAC�O � AFTER �iVSTAllA�t�N � �-- SE41 EN�7 SPIGOT END � � �� �� ���,E WlRE WRAPPED QVER SkiO�R7p1N��p .� 1 L\+� � - . ' -, -. • 1 St3' . ��. _ _ \ I '� .� C�Ai1h1G : .. ,�5• '. C�RE _ .a CORE �.D. r,.. �. . ..'• .: � � NO�E: CYLtNOEEt AND 41fIRE w� �or s�o�r+v WiRE W���� aVER SHORi1NG STRAP HDNDING CL1P5 .� � sanaNc cuvs w i� arnwr RE�s ws 5�t��ovYN. wQ.D u1Ps ro e�ti At� �Ir.oi tI5tt1G Ffll� C�f.55 91t(tti C� iAOKi'FR. OONk7tItiG � AL1 DIph5E0 S1E6_ ELECTRiCAL .CONTiNUlTY B�NDING �F PGCP � . ,✓'`��o� ``,�,.�oN, ���,� H�y� «as ��E � ,`r: ';. ,—J � r �N ����c p� � �pgd� .� r i } �� � PIPE � "`-----. � �1 �z a��/�x� eaNfl s�a�a� +��s (2 �+.) P�PE �`�ICA.L B�ND Cd��TNECTId��VS ���� i� 0 �� C+�+"Uis7.�✓ ��!�,�14 U ZY ��� S �� � � V ��� ���� ������ _ SIGp� 1I�I31CA�I�� , � � �- , _ _-� —..._. �j � �� � ���� �'� 8� � � ��,ti,�A � � �P�FA �`� �1E ��� ��ac �uee� t� � �pNNEC��R, � C6PPER � ��C'1t�1a p�p CpPPFR � �R11�pt1 g� �,Q � A`� '�� �`�N' � �N H�� g,��pB�� � c���- �� ��� � ��o�� ��c�c �p�l4DE � � 0 � %��fr��i/�� � ��%/���/���% \ t `r �E10 AWG S1RA1JOfD � \ � — � �� j % . � ♦ � ` �� � \ � � � w % � � � `L_ � � � f \ � r�%i�+� I � � $"0 COPPER G4BLE 4N[i�i HpdWPE INSUEATION, BLACK (t�lOQE 11EAi)F�t CABLE} �42 A4�G SOLlD COPPER CABLE Y�7tH THW iNSUlAiiDN, BiJ1CK (APEOOE �EA� WIRE) 48 lE. PREPAC[CAGFD PdAGNE51LfAI ANODE - �.�o�� r�s��.�.r�Tro� BROOKS If2T COiVCREfE BOX 12` x i2" x 6' �lfCAST IRON �!0 MARKEU CQNCREf� PAD `CP—TESf" Fl�11SNm GRr4DE � � �REBRFt�(7YP.� 4 �•� :,•- �. ��. �• ''��'_•- �/t: a`�:~+_. •- �•�_.'e..t?,•'� S�f iNSE€�'f D ' BROOKS �RT CONCi�ETE f s' ' VALVE B4X 8 3/+E'� BY 7�RMINAL BOX � � 12' QEF�' OtdStDE 3'� SCH. 40 � �- Dtf�ElV51bN5) PV� PIPE � � '. _ ����'e: . PRQVl�E SUFFlGENT SLACK� IN CAB�ES i0 ALLOW t�EPdOV,4i_ OF TERMiNAL BOX FROAd VALVE BOX �—, 1'�IERA�IffE BRAZE� (x1NN�GTION (TYP.) 5�E DEE41L � 8 Y DRAlN ROCK � WIRlNG CODE MRRES A�c B AR� WH17E NlIRES C& D ARE Rm 1MIRES A dc C AR� 12 A%'G 7W SOL10 COPPER VIIFi� W1RE5 8& D ARE AWG 11Y SfRiWOED CaPPEit WiRE RED WlRES AFfACF! Tp UNPROTECFED PIPE 1�7-IITE YJ}RES ATTACH TO PROTEC'CED P�� � T&B SI'A--KON TERMMI�4! A e CONNECTOR �C-1Q-94 {IYP. 6 PlS.) o a �� F]NK 8-POLE �EST STATI�hi V O B D � o �a o P[PE E.EAD WIRES � . � '� - � � � � � FORElG�i STRUC7URE � — 1�'L�TSH I�T��II�TL�°D F0�'Is'IG1Y ��1V�' T�ST ST1�T�ON 1NSERT D t2'�� �� ' ��� �� _Z � , � . F�'y �'��� � � �� 3�� �� � �� eax � `10� � � ��� ,�p—�7F57F5r ,,, �� �4 � pi�iw ��� �•-��— ..;.:r T V `�..� 8R4Q� ��� '�!� � ��CP �� ��b�� ' . _ .f��� � ��� —.,.1 Wy — /// _ � •^a k .� 1Grl.� ���`�p�6Y � g k!'QY ����+;; ..,� � w►� � o � v � ROCM � ltx1K'�' .� �au � o O �.-- � � � �J � l-. �` .�.. '� �'�E yEU.9W � ' � � � � � � � . ���L �� C���� �ROSSING _ ��� �z'� pm � ��� _'`x:����� `IF�- � 3� � � ��stnc� � � ���� �� � � �oacs rRr cat�cR� eox CONxCREiE PAO �G/P—TEST"ON LIEF MARKEti FlNISHED GRADE � �4 REBAR (TYP. 4 '� 8AR5 F,ACH WAY) +�7 ': `•� •,' `• � f '/ ' : � u. s~Fl.rt' ��'A••'•�+..•' SEE II�SERT A � �� • y��gp�g�3�4 g 91f 7ERAdINAI H07( ' 42` pEEP (INSIDE � 3"� SCH. 40 � .: �IRd�1510N5j � ��� .' � '-'p''.�. - PFiflVI�E Si1FFlC1�M SiACK 1N CABi_E5 T4 ALLDEN R�AddOVA� OF Tf32AdiNAL s�x �or� va�vE �ox DRAdN ROCK 0 BLACK �14 A �SUlA ON �`� �SEP�ARAT1Qi� R£Ql1iRED �• �� T&8 SfA—KON TERMiNAL � CONNECTOR �C-10-1�F � (TYP. 2 PL.S.) 0 WHtiE LEAU i4 PiPEE.k�f� iHER�dffE BRAZ� CONNECiiON � (TYP. 2 Pl.S.) SEE DETAIl. I PIPELI N� i � � PERluANEM C�/Cu504 REFEfiE�fCE ElECTliD�� � � MAC�fNf SCREWS, Q � wASH�s, ��c �u�rs �_ 1E](�W iERAtlNAL BOARQ 0 � WH[fE LEM TO PIPELJIVE . � � � � � iNSERT A — .FLUSH 1�OU�ITED .PQ2'E1��'IAL �EST ST�T,T�N C'ity of �'ort �orth, �'exas ���r ��� ������� �����n�c�t��n DAT� R�FERENCE NUMBER LOG NAME PAG� 1/14/03 **��� 94�� 30SENDERA 1 of 2 su���c� AWARD OF CONTRACT T� BRB CONTRACTORS, INC. FOR A 3G-INCH WATER LINE EXTENSlON TO SERVE SENDERA RANCH, EONTRACT [ RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a c���ract with BRB Cor�tractors, Inc. in the amount o# $1,736,2Q1.40 for a 36-inc1� water iine extension to serve Sendera Ranch, Contract I. DISCUS510N: Sendera Ranch, Ltd. owns approximately 1,900 a�res [ocated north of Avanda[e Haslet Road and east o# Willow Springs Road. The City a�nexed this property on December 11, 2001 (Ordinance No. �4888). The property is zoned for single-fiamily, multi-famiEy, cammunity facilities and neighbarhaod cammercial us�s. On December 11, 20fl1 (M&C G�18878), the Ciiy Council approved a de�elopment agreement between the City ancf Sendera Ranch, Ltd. The de�elopment agr��m�nt stip�lafed that the City would design and construct a sanitary sewer lift stafion at the southeast corner of the development. On December 18, 2001 (M&C C-18895), the City Council authorized the City Manager to execute an engineering contract with Carter & Burgess, Inc. for wat�r and wastswater master planning for Sendera Ranch, which included the preparation of �lans and specifiicaiior�s for �water and sanitary sewer extensions. Contract I consists of the instailation of approximately 14,600 linear feet of 36-inch water line. This project was advertised for bid on May 30 and June 6, 2402. On June 27, 2002, the following bids were received: BiGDER AMOUNT TIME OF COMPLETIDN BRB Contractors. Inc. Jackson Construction, �.�d. Oscar Renda Contracting, Inc. Site Concrete, Inc. H & W Utilit� Con#ractor's William J. Schultz, Ir�c. d/bla Circle "C" Construction Company Conatser Canstr�ctian, Inc. 5. J. Louis Gonstructifln af Texas, Ltd., LLP Boyer, Irtc. Jardon Paving Corparation $fi .736<2d1.40 $1,781,621.00 $1,831,152.00 $1891,616.�0 $1,910,754.10 $1,982,44fi.00 $1,989,993.80 $2,�89,023.00 $2,165, 376.60 $2,375,98�4,50 150 Calendar ❑ays C'ity of �`o�t �orth, T'e�as - ���� ��n� ��unc�� ����c���ca��;�� 'I DA7E REFER�NC� NUMB�R L.OG NAME PAGE 1114/03 '�*��� 94�0 30S�NDERA 2 of 2 suB��cT AWARD OF CONTRACT TO BRB CONTRACT�RS, INC. FOR A 36-iNCH WATER I�INE EXTENSION TO SERVE SENDERA RANCH, �ONTRACT I ln addition to the contract cost, $122,OOO.QO is required fior inspection and survey, and $52,oaa.aa is required far project contingencies. The non-availability of funds with wh�ch to construct this project until recen#ly, caus�d this Mayor and Council Communication ta be de�ayed. M/WBE - BRB Contractors, Inc. is in compiiance with the City's M/WBE Ordinance by commEtting to 23% M/VIlBE participation. The City's goal an this praject is 20°/n. This project is located in CDUNCIL DISTRIGT 2, Mapsco 19B, F, K, P, Q and R. FISCAL INFORMATiON/CERTIFICATION: The Finance Direetor certifiies that funds are available in the current ca�ital budget, as apprapriated, ofi the Wate� Capital Projects Fund. � ���� Submifted #'or City Manager's Office by: Marc Ott Originating Dapartman# Head; Dquglas Rademaker 8476 6157 FUND I ACCQYJN� I CENT�R I AMOUNT (to) (from) P180 541200 06016015i850 $1,736,201.40 CI�'X SECRETARY APPRqVED 1114/03 Additioual Informstion Con#act: Douglas Raderr�aker 6157