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HomeMy WebLinkAboutContract 28175�� �� � ���� �������� ����5 �������� � . � � . . �. � / - �� � �� r� — ,� _ , —�— ' � ..�a�� � � ��:� � City of �'ort �orth, T'exas ��a�r �r�� ��u�n��l �,���u�������� DAT� REFERENCE NUMBER LOG NAME PAG� 1 n�22�fl2 �*�-19310 fi�RED 2 of 2 SUBJECT EXECUTE A CONTRACT WETH RED RIVER CONSTRUCTION COMPANY FOR CONSTRUCTION OF THE DOSIER CREEK SANlTARY SEWER LIFT STATION IMPROVEMENT PROJECT FiSCAL INFORMATIONIC�RTIFICATION: The Fina�ce Director certifies that funds are available in th� curreni capital budget, as appropriated, of the Sewer Ca�ital Projects Fund. � MO:n i � I 5u6mitted for City Manager's Of1"ice by: I F[JND � ACCOiJNT I CENTER � AMOUN'f I (to) 8476 � 8207 I (fram) � I P172 531200 p7Q172p2$OQ1 $1,534,850.00 CIT�f SEC�ETARY Marc �tt Originating Department Head: Dale Fisseler Additaonal Information Contact: Dale Fisseler � s2a7 � APPROVED 10l22/02 ���T�o�.�� ������o. �. DOSIER CREEK LTFT STATION LMPR�VEMENT PROJECT FORT WORTH WATER DEPARTMENT Water �roject I'do. P171-070i712800�.0 DatE Issued: August 9, �002 Bid Da�e: Thursday, August 1.��',1:30 PM The 5pecial Contract Documents for the "Dosiez� Creek Lift �tatian Iimprovement Project", for which bids are to be sub�tted to the City ofFort i�Vorth, Texas, are hezeby clar�if�ed and tnodified by this 1�ddendum No. 1. Bidders zxiust acknawledge receipt of �his Addend�um on the Praposal — Part B and on �a.e Bid Envr.lope. � SPECZF'ICATIQNS Revise �ectian 1131�; Par� 2.01(D�(2) to aJ.1ow motar coQling jackets, provided co�lixig jacket i.s manufac�ured integral fio the motor �ssembly. 2. Revise Section 1 I31•6, Part 3.04 "�74�arrani�'. Add tlae following sentence "I'ro- rating fhe warra-�ty over the five year period shall na� be acceptab�e". DRAWINGS Refer to Sheet 11. A 4" fihick reinforced conczete hausekeepin.g pad shall be placed as showz�. in Detail. l., Sheet ES. Provide one la�`er a£No. 3 reba� at 18" on ceute�s. �c�usekeepxng pad shall.b� sufficieni length az�.d �tidth for placemen.t and su.pport of main circuit breaker, auto transfer switch, aud motor starters. 2, Refez to Sheet E2 - ONE LINE DTACRAM AND SCHEMATICS. The vne line diagxam shows � SETS of 6#5001V�GM an.d 2#4/0 in 3" coz�duit from fi11e main cizcuit breaker to the ATS. Revis� to 6 SETS of 3#504 J.4ICIVI and 2#4/0 in 4" canduit pez run. The 3" co�.duit is code acceptable but �oo tight for nazn�al WATER DEPARTiY3EhiT P�Nnvc Arm Errcm��c Divis�orr THE C1TY �F FQiiT WQRTH * loao T�oc�oRTo� s�rz�-r *��RT �%ORTki, TExns 76102 (�17) 871$240 * Fax (817} 871-8195 �* Printed on re�y�led PaPer Harder, Chrisfiopher � . From: Sent: To: SuE�ject: Fu, Peter Tuesday, July D2, 2002 9:05 AM Conlon, Liam; Harder, Christopher FW: Treasury's Listing of Approved 5ureties {Department Circular 570) I just learned tha� before we forward to legal department all constr�[ction cor�traet documents for execution, we need to �erify 1. The bondinglsurety company is certified by U.S, Treasury Department to do business in the 5tate of Texas, 2. 5uretylbond amount does no# exceed underwriting limit, and 3. Lastiy, cor�tact bonding company to cheek if it actually issue the band, and the amount is correct. L.et's follow the above requirements ta a�oid further delay in contract executian. Thanks! -----Original M�ssage----- From: Reedy, Patsy Sent: Tuesday, July 02, 2002 8:14 AM To: Fu, Peter Subject: Treasury's Listing of Approved 5ureties (Department Circular 570) http:llwww,fms.treas.gQvIc5701c570.html � freasury's Llsting of Approved... � Treasury's Listing of Approved Sureties (Department Circtilar S70) Page X a�' l ��L��JIA�� AI�IEftiCA�! �A����LT1� ANQ �IJRETY C�JMP�►N�' BUSINESS ADDRESS: '1400 AMERICAN �ANE, TOWER I, 19TH F�OOR, SCHAUMBURG, IL 6�'i9�-1�56. PH�NE: (847) 6Q5-6000. UNDERWRITING LIMITATION bl: �� ,8�5,�00. SURETY LICENSES c,fl: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, K5, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NJ, NM, NY, NC, ND, OH, OK, 4R, PA, RI, SC, 5D, TN, �}C, UT, VT, VA, WA, WV, WI, WY. iNCORPORATED IN: Maryland. http://www.frns.treas.gov/c570/c570.htrn1 . 10/24/2002 ' pullir�g. P�ease note also, fhe znain breaker should i�e changed to 12D0 AF/1600 AT. Cables are size� for the ultimate load offour 25� Hp mota�rs. 3, R��er to Sheet E2 - ONE L]NE DIAGR�IM AND SCI�MATICS. The one line _ diagram that shows 4#350 MCM,1#4 E.G.C., and 1#�}/O N in 2-1/2" conduit from the generator set breaker to the ATS. The one ii�e diagrazn shouid be conrected to show 2 sets of 3#3S0 MCM, 1#�/0 E_G.C. and 1#4/� N. in 3" canduat. Please note also, the generatar set breaker should be changed to 600 .AF1800 AT cixcuit breaker. . 4. Re�'ez- to �heet E3 —.INSTRUIV�NTATION DIAGR.AMS AND DETAILS_ Pa�el A. circuit A7 to equipznezit enc�.osure receptacies 3.s �'or generator set enclasure receptacles. ' S. Refar to Sheet E3 — INSTRUMENTATTON DIAGR.AMS �1ND DETAiLS. Panel A circttit A� to valve vauit lighting and receptacles vvere deleted at #he end of fihe design. This eircuit shoiild be �abeled "s�iare". 6. Refer ta Sheet E3 — INSTRUMENTATTON DIAGRAMS �1ND DETAIL�. The leak and teinperature detector irz�odule (OTLl) as shown i.n Detai101 Control ,Sch�matic sha11 be provided by the puza�p Mauufacturer for ius�allation into the motor staxter cab�net. 7. Refer to Sheet E4 — WET WELL ELECTRXCAL PLAN. The C fixture shoul.d be a fi�ture maxked A per Detail 06 Sheet E-b_ 8. Refer to Sheet E4 — WET WELL ELECTR7CAL PL.AN. Conduit taggedl.�10 � from the main breaker ta the trarzs�ormar fused disconnect should be conduit - ta.ggad 1020. 9. Refer to Sheet E4 — WET WELL ELECTRICAL PZrAN. 3-way switch far pole light (circuit A-I 1} that is shown on th� west wall should be an H-O-A switch as shown an Detai104 sheet E6. Switch shown on �ihe west wall is �ox the "B" type light fix�ures (circuit Al) as indieated by the "Al." at the switch. Z 0. Refer to Sheet E4 — WET WELL ELEC`IRICAL PLAN. Canduit tagged 1019 from lighting panel to the in�trument panel should be tagged 3019. Unmarked conduat west o.f canduit tagg�dl0 T 9 is coxrectly assumed �to be power czrcuits ' frorn Panel A circuits A3 and A�. 11 o Re�'er to Sheet ES -- ELECTRICAL DETAILS. The light fixt�re sched�le shown. uz�der Detai106 sha�vn as Mark � should be Mark B. 12. Refer to 5�eet E5 — ELECTRICAL DETAII.S. A hau,seke�ping equipz�ent pad shall be provided as shown on Detai101 but missing on Sheet 11. i i3. Refer to Sheet ES -- ELECTRICAL DETAILS. Det�I OS Junction Box shvws 4" condu.it in and aut. The in canduits be 2-1f2" C. per one Iine c3.iagra.m. 14. Refer #o Sheet ES — ELECTRICAL DETA�,S. Detail a8 shows 2 conduits oui of � „term.inal box ta 7natar. One line shows 4" C. mfgr's. cable. The ane line should show two (2} con.duits fhat a�re �4" �'or the mfgrs. cables as shown on Detail 08 an.d 5heet E4. 15. Refer to Sheet E5 — ELECTRICAL DETAIL�. The size and # af conduetors of the manufact�exs cable is ta be provided by purrip vend�r. The size seJ.ected is based on catalog informatia�. £or a fypica1250 Hp motor. . i6. Re�ez to Sheet E5 — ELECTRICAL DETAII.,S. Deta�i101 no�e #6 requazes ., removable bottom access plates. Removabl� access plates are only required for the purpose oi sealing the bottom of the stainless steel cabinet a�.d shall not be zequ�ed if xhe cabin�t can be sea.�e� �o the cond�it system on the concreie. If the .. cabinets require sta�ds, then the remavable access plates shall be requi.red. APPROVED: � Pet�r lht, P.E, Facilities En�ineer i � SPECIAL CONTRACT D�CUIVIENTS F4R D�SIER CREEK �AS'�'EWATER L�FT STA'Z'��I� Y�PR.�VEl1��'.PROJE�'i' . WATER PROJECT NO.: P 171-07417102$0010 ..' . ;� w KENNETH L. BARR GARY W. JACKSON ` e MAYOR CITY MANAGER DALE A. F�SSELER, P.E.; DIRECTOR WATER DEPAR.'TMENT PREPARED BY WATER DEPARTMENT , � ���� �� �������� DOSIER CREEK WASTEWATER LIFT STATrON TMPR4VENiENT PROJECT . � , PART A PART B PART C PART CS PART D - NOTICE TO BIDDERS Notice to Bidders �pecial Instructians to Bidders - PROPOSAL Pro�osal M/WBE Specifications - GENTRAL COI�DITIONS SUPPLEMENTARY CONDTTIONS SPECIAL CONDTTIQNS PA.RT E . - TECHNICAL SPECIFICATIONS - City of Fart Worth Material (E-1) and Con�truction (E-2) Specifications from the Fort Worth Water Department, not included herein) DIVISIQN 1 - GENERAL REQUIREMENTS Ifem 01010 - Sumnn.ary af Work Item O1fl25 - Measurement and Payment It�m 01040 - Coordination Item O 105 i - Grades, Lines, and Levels item 01300 - Submittals Item 01310 - Construction Schedules Ite� 01320 - Progress Reports I�em d1370 - Schedule of Values Item 01410 - Testitag I.abo;tatory Services �tem OI434 - O�eration and Maintenance Data Itern 01500 - Terr�porary Faeilities axld Cantrols Item Oi600 - Material and Equipment Ttem 01651 - Testing and Starte�p Item 01700 - Contract Closeout I�em 0172Q - Project Record Docurnents Ttejn 41750 - Warranties and Bonds DIVISION 2 - Item 020�0 - Itern 42121 - Item 02150 - Itetn 02200 - Item 42212 - Item 02215 � - Item 42220 - Item 02223 - Item 02530 � Item 02b00 - Item 02930 � Ite�n 02950 - SITE WORK _ Subsurface Investigatian Cleari�g atid Grubbing Lift Station Demolitian Wood Slat Ci�ain Link Fencin� Finish Grading Flexible Base Structural Excav�tion, Fill, and Baekf'ill Trench Safety Syste� Dewatering and Drainage Wood Slat Chain Line Fence and Gate Seeding and Revegatation Silt Fanee � � DN�,S�ON 3 - ` Item 031 QO - - Item 032Q0 - Item �3250 - �tem U330� - Item 03605 - item 037D0 - DIVISi4N 4 - Item 04200 - C�NCRETE Concrete Fo�nwork Concrete Reinforcement Concrete Joinks and Embedded Ytems Cast-Tn-Place Conere#e Na�-Shricik Grout Flowable Fill MASONRY Unit Masonry DNISION 5 - METALS It�m 0512Q - 5tructural Steel Ite�z 0554fl - Miscellaneaus Metal Item 055Q1 - Anchor Bolts, Expansion Anchors, Inserts DNISION S � ' I�em 0$I.OQ - Iter� 082a0 - DOORS ANl] WINDOWS Hauow Meta1 Doors, Franaes, a.nd Hazdwaie Painted Stee1 Access Gate � DNIS�ON 9 - I#em 09900 -- Item 09901 -- FIl�ISHES Painting Wetwell Tnterior Coating DIVI5ION I 1 - Item 1 i 065 - �tem 1.1316 - Item 11350 - Item I 136D - Item 11370 - EQU�PMENT Submersible S�unp Putnp Sl1t?TCIETSEI]�� PUITi�?S Aluxninum Access Hatches, Appurtenances Valve Vau1t Grating Slnice Gaies � � �7:�� � PART G G-100 PART H Exhil�it "A" � . Exhibit "B" � APPENDIX "A°° � APPENDIX `B„ DIV�SION 15 - MECHANICAL Item 15060 - Plastic Pi�e a�nd Fittings Itez� 1507fl - Ductil8 Iron Pipe and Fittings I#em i5480 - Fiberglass Rei�orced Mortar Pipe Item 15094 - Bare and Case Item 15100 - Valves and Appurtenances Item 15140 - Snpports and Hangers DIVISTON 16 - ELECTRICAL Item 160 i 0 - Electrical General Provisions Item 16110 - �aceways Iter� 16124 - Wire and Cable Item i6191 - Dry.Type Transformers � Ttern 15199 - Miscelianeous . Item 1b210 - Eiectric Uf.ility Service ' Item 15220 - Standby Generator � �tem 16310 � Low Voltage Soft Star�er Motor Control�ers Ifem� I6320 - Autornatic Transfer Switch Item I6410 - Undergz-ouud Item Ib454 - Grounding Systems Item 16910 - Instrumentati�n - BONDS:ANllINSC]RANCE Certificate Qf Insurance Performance Bvnd Payment Bond Maintenanc� Bond Ca�tractor Coz�rxplia�nce with Workers Compensation Lav�rs - CONTRA.CTS Contract - RROPERTY Deed of Property Elect�ri�cal Easement io Oncor SELECTED STD. DETAILS FROM FW WD GENERAL C�NTRACT DOCUMENTS AND SPECIF�CATIDNS GEOTECHNICAL REPORT APPENDiX "C" PERMITS � Flood�lain Fill Perm�t TXDO'� Util�ty Coc�structian Permit TXDOT Driveway Penmit � I 1�TOTICE TO BIDDERS Sealed proposals for the Dosicr Creek Was#ewater Lift Statinn, �mproveinent Pro�ect, Project I�Tumber Pl'�1-Oi01i1QZ�U010, wi11 he received a# the office of the Purchasing Manag�r unhl 1:30 P.M., Thursday, Aug,ust 15'�', 2402 and then publicty opened and rea.d alaud at 2:00 P.M. Plans, Specifications and Contract Documen#s for this project rnay be obtained at the-Water Department, Munici�al Building, i000 Tl�rocktnorton Street, Fort Worth, Texas 76102. One set o� documents will be provided at no cast #� ��aspective bidders. � General Cantra.ct Docu�nents and Generai Specificatioiis for Water Dep�ent projects, dated January 1, 1978, with the latest revisions, also comprozi�ise a part o�the Contract Docvments for tlus praj ect an�d may be �btained by paying a nan-reiu�dable f�� of $SO.QO for each set, at the affice +of Water Department, Municipal Office Building, 100� 'T1�rocl�orton Street, Fort Worth, Texas. .A,�l bidders must be pre-qualified with the City of Fort Worth Water Department a mi�imum of severi (7} days prior tc� bid opening. Bid security is requit�ed in accc�zdance with the Special Tnst�ctiflns to Bidders. A pre-bid conferenee will be held a� 2:30 PM on Thursday, August lst, 20Q2 at the Eagle Mountain Water Treai�x�ent Plant Conf�rence Room, 680X Bowman Roberts Road, � 761.79, Fort Warth, Texas (MAPSCO 32'�. The Engi�eer will transmit to all prospective bidders of recard such Ad�lenda as he considers necessary in respo�se to questions arising at the pre bid conference. Bidders a�re responsible for obtaining all addenda tv the contract dacumenfs and acknawledging receipt of #he ad"clenda by initialing the appr�pr�ate spaces on ih� ' PROPOSAL fanrzx. Bids that do not acknowledge receipt af all addenda may be rejected as being nvn-responsive. Infarmarion regarding the status of addenda may be obtained by contacting the Water Deparhnent at 817-$71-6820. • The City reserves the righf ta reject any and/or all bids and waiv� any andfar all � forrnalities. No bid �ay be vvithdrawn unt�l t�ie expiration of r�nety {90) days from �he date the bids are received. For additional informatian, contact Chris Harder, P.E. 817-871-5820 or Peter Fu, P.E. S 17-871-8438. . - Advert�sing Dates: July 18th, �UO� �Une ��ih, ��?�� SPECIAL 1NSTRUCTYONS TO BIDDERS 1} PREDUALIFICATION REOUII�MENTS: All contxactars submitting bids are required to be prequalified by the Fort Worth Water Department prior ta sut�mitting 6ids. Tiiis prequalifi�cation pracess wil� establish a bid li�nit hased on a tec�ical eva[uatio� and �nancial aualysis af the . contractar. It is the bidder's responsi�ility to submit the folLowing dacumientatio�: a current financial statement, an acceptable experience arecord, an acceptable equeipment schedule and any ottier docu�ents fhe Departn�►ent may deem necessary, ta the Director of the Water Department ak lcast scve� (7) calendar days prior to the date of the• opening of bids. - a) Tiie �inancial statement required shall have been prepared by an independeut cer�ified public accountant or au independemt pubiic accountant holding a valid perntit issued by an appropriate State iicensing agency and s�all have been so prepazed as to re�ect the financial staius to the submitting com�pa�uy. This� statement tnust be current and not more thau one (1) yeax old. In irhe . case that a bidding date falls within the ttinme a new statemen# is 6eing prepared, the previous statexnent shall be updated by proper verification. � h) Far an experie�ce reeord to be co�nsidezed to�bc acceptabl� for a gi�ren project, it must reflect tha expecience of the firm seeking qua�ification in work of hoth the same natu�re and t�chnical le�el as that of ttie project for which bids are to be received. c} The Du�ctor of the Water Department shall be tlie sole judge as to the acceptabiliry for financial quai�cation ta bid o� any Fort Worth Water Deparcinent project. dj Bids received in excess af the bid li�ui.# sbal� ba coz�siderecf non-responsive aad will be rejected as such. e) The City, in its sa�e discretinn, may reject an}r bid #'or failure t4 demonstrate experience and/or expertise. � Any proposals submiiied by a non-prequalified bidder shal� be ret�z�aed unopened, and if i�advertentiy opened, shall not be considered. g) Tlae City wz�i atiempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude af the project on which biils are to � be teceived_ Failure to notify shall�n.ot be a waiver of any nec�ssar}r prequalificatio� 2. SID SECUItITY: A cashier's ckeck, ar an acceptable bidder's bond, payable to the City of Fort Wortiz, in an amowa.t of not less than.Five (5%) pereent of the Iazgest possible total of the bid submitted must acco�any the bid, aud is subject to forfeiture in the event the snccessful bidder fails to execute ti►e Contract Doeum�nts witl�in 4en { FO) days aRer the con�act has been awarded_ To he an acce�kable stuety on the band, (1) t�e name af the surety shall he incinded an the cu�rent U.S. Treasury List, ox {2) the surety must �ave ca�ital and surplus equal to ten tim�s the limit flf the hond. The surety must be licensed ta do business in the state of Telcas. The amount af the bond shal� not exceed the amount showu on t�e tzeasury list or one-tenth (1/10) the to#al capital and surplus. 3. BQNpS: A pearfo�amce bond, a pa}+ment bond, and a maintenance bo�d eac� for one hundred (104%) percent of the coutract price will be requized, Reference C 3-3_7_ 4. WAGE RATES: Not less tY�an the prevailing vrrage rates established by the City of Fort Worth, Te�cas, and as set forth in khe Contract Documents must be paid on this project. 5_ AMBIGUITY: In the case of ambiguity or lack of clearness itt staiin� prices in the �'roposal, the City reserves the rigk�t to ada�t the most advantageous cons�criot� tt�ereof to the City or to xeject the Proposal. 6. BIDDER LICENSE: Bidder must he a iicensed Contracior in the Stafe nf TeJcas. 7. NONRESIDENT BIDDERS: Pursua�t ta Artiele 641g, Texas Revised Civil Statutes,. the City of Fnrt Worth wi1S not award this can�ract to �s nonresid�enf bidder uniess the nanresidenYs bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount t�at a Texas resident bidder would be tequ�'ed #o underbid a nonresident bidder to obtain a comparable contract in the sta#e in which t�e nonresiden�t's p�nc�pal place oibusiz�ess in located. � "Nonresident hidder" means a bidder whose principal place of business is not in this state, but exclades a conUactor whose ultimate parent company or majority owner has its principal piace ofbus�ness in this state. � ' ' This provisian does not apply if this con#ract involves federal iunds_ The apprapriate blanks of the Proposal ujusf be filled out by all nonresident bidders in order fox the bid to mee# specifica#�ons. The failure of a nanresident con�ractor to do so will autornatically disqualify that bidder. � � 8. PAYMENT: If the bid amouut is $25,000.00 or Less, the contract amount shail be paid w"sthin forty- �, fi�e (45) calendar days after completion and accepiance by the City. , 9. AGE: �n accordance with the paticy {"Poiicy") of the Executive Brauch af the Federal Government, Conlractor covenants tl�at nezthec it nor any of its officers, meinbers, agents employees, �ragram participants ar subcontractors, while engaged in perx'orming this contract, shal�, in connection with the employment, advancement or discharge af employees or in connecf�on with #hc te�s, candifi�ons or priviieges af their emptoyn�.en.t, discrimrninate against persons because of their age except on the bases af a�ana fide acc�pa#ional qualification, retirement plari ar sfatutory �equireuzent. Contractor ftuther covenants tlaat t�either it nor its oE�cers, triemhers, agants, employees, subcontractors, prograrn participat�ts, or persons acting on thei,r be�alf, shall specify, in solicitations or advertisaments for employees ta work o� fhis contr'ac� a rnaxiutum age lirnit foz such employmaut imless the specif'ied maxicnuxn age liu�it is based upan a bona fide occupational qualification, retizement pIan or statutory requuements. Contraetor warrants it will £��lly campiy with the policy and� will defend., indemnify and hald City haxmless against any claims or allegaiions asserted by third parties ar subcontrac#ar against City arising out of Contractnc's and/or its subcondractars' allegad failure to comply with �e above referenced Policy concerning age discri�tunation en #he perfoxmance oFthis agreement 10. DISABII,ITY; In accardance with the provisinns of the Americans With Disabilitics Act af 1990 �{"ADA"), Contractar warrants that it and any and all of its subcontractors will not unlawful�y discriminate on the basis of disability in the provision of services tn t�e geaeral public, nor in the availahility, terms andlor conditions of empIayment fox applicants for employment with, or emplayees of Contxactaz oz any af its suhconiractors. Contractor warrants it wi[I fully connply with ADA's provisions and any otlzer applicable federal, staf� a�d local laws concerning disability and will de�eud, indemnify and hold City harniless against any claitns or allegations asserted by third parfies or subcontractars against City aritsiz� out of Co�trrraetor's andior its subconiractors' aileged failtue ta camply witi� the above re%renced laws eoncerning disability discrirninat�on in the perfomnance of t�is agraement. 11. MINORITY AND WOMEN BUSINESS ENTERPRIS�S: In accord with City of Fort Worth Ordinance No. 11923, as az�e�ded, tha City of fo�rt Wocth has gaals for the participation of muiority Uusiness er►tsrprises and vs�omen business enterprises in. City contracts_ A copy of the Ordinance can be obtained from the Of��ce of the City Secretary. The bidder shail subm.it the MBE/WBE CTTILIZATION FORM, PILIME CONTRACFOR WAiVER �ORM and/or the GOOD FA,ITH .Ek�ORT FORM ("Dacumeatarian") as appropriate. The Docume�#atiott must be received by the managing departinent no later than 5:00 p.ra., five (5} City b�siness da}�s after the bid opening date, The bidder sE�a11 nbtain a reeeipt from the appropriate employee af the managing depar�ment to whorn delivery was made. Such receipt shai� be evi��.enoe t�►at tha documentation was received hy the City. Failure to comply sha�l render the bid non responsive. -�� 12. ADDENDA: Bidders wantin� furthear infoc�nation, ir�terpretatioq ar clarificatioQ of the ConEract Documenls m.ust make their request in writing to tixe Fort Worfh Water Depar�ent Engine�ring Services at least 96 honrs pria� to khe Bid" Openir�g. Answers to a11 suc4� r�qaests will be bound and made part of the Coniract Documents, or should ths bidder be in doubt ta their meanung, tl�e bidder should at once notify ti�e Fort Warth Waier Department Engineering Services in order that a written ,, addendum may be sent to all bidders. Any addenduui issued will be either nr�aiiled, faxed, or be . delivered to �ach prospective bidder. The bid proposal as submitted to tl�e bidder must 6e �o - constructed �s to include any addeada issued by t�e Fort Warth Wa#er Departcnen� priar to 24 hours of the "opening of bids with appropriaie recognition of addenc3a. so noted in ti►e bid proposat_ Revised 1127/99 PART B - PROPOSAL This praposal must not be remaved frarn t�is book of Co�tract Dacum�ts_ TO:-Ga�y'i�V. Jackson City Manager Fart �1Vorth, Texas PROPOSAL FOR: The furnishing of a11 equipment, materials, and labor required to install the Dosier Creek Wasteyvater Lift StaKon arnd permanently abandon the exis�ing Lif� 5tation #9, and all necessary apput�enances and incid�ntal wazk to provi.de a, connplete and serviceable project designated as: � PROJECT NAME DaSIER CREEK WASTEWATER LIFT STATION IIV�PROVENYEI�T PROJECT V�ater Depa�-tn�aen# P�oject Na. P1.71-0701.710280D14 , .� Pursuant �to the foregoing `No#xce ta Bidders', the undersigned Bidder, havir�g thoroughiy examin�d the Contract Documents, including plans, special contract documents, and the General Contract Documents and Gener�l Specification.s for V4�a�er Department Projects, the site of the prnjec� and wp.derstanding th� amaunt of wark to be done, and tbe prevailing conditiazas, k�ezeby proposes to do all the wark, furnish a11 labar, equipment and material.except as s�ecified to be fiunished by the City, which is necessary to fully complete the wor1� as provided in �he Plans and Speciai Contract Documents and subject to the inspectian and appro�ral of the Director af the 1Nater Department of the City oFFart Worth, TexaS; and binds. himself upon acceptance of this Proposal to execut� a coniract and fi.�rnish an ap�roved P�rformance Bond, Paymen�t Bond; Maintenance Bond, and such othet bonds, if any, as may be requ�red by the Contract Documents for the perforrning and comple�ng of the said work. Contractor p�apases to da #he work within the time stated and for the fol[owing sums: � Fvrt Worth Water Dept. 8-I PrQposai DOSTER CREEK WASTEWATER LIFT STATIQN IlVlPROVE�ENT PR03ECT �Item I App�'ax. I Unii j Descrip#ion of Item with Uz�%t I Unai Price I Amouut Bid No. Quantiiy . � Price Wriiten in Wo�rds Bid (Fuinish and in�tall, ir�cludutg ali appurtenant work, cor�plete in p�ace, the �ollowxng items) . . f 1 { 1 � L:S. ; Lift Stat-�an Site Work � � � ' . � � � 1 � t , � ; Thirt� fi'�ousand Do�iazS � � � ' � ax�d � no Cents � � � � � PerUr�t ` $ 3�,Qoo.ao � �30 0.00.00 . , �.� 2. � 1 L.S: j Sal�vagelDemalitionlAbandanment ��- ? � � of Existrng L%ft �tation � � _ � . E � � � � 1 1�Tineteen Thausand Dolla�'s E � _ .. Y_ �� no Cents t - � i . . � PerUn�t � � xs,aoa.00 � $x�,oaa.00 --- --- - -- __ _ _ ; 3, i S50 � L.F_ � Trench and Excavat�ion Safeiy ' - ; t � � � � i i i � �rwo Dollars � $ z.oa �� ��,7aa.00 � � � arzd T„ Cents 3 � � ` � F � F � � Per Unit � � I 1 E 4. ? 6fi0 � S.Y_ � Reinforced Concreie Paving. .. _� � i i j ? s ; � 3 3 � Fifty-�Three Doilars ; � � � �� - nn �;0I1f5 i [ . � Per Unit ;$ 53 . 00 j$ 34, 980. 04 �5. � 380 L.F_- `'VVood SIat Chain Link Fence/Gate �� . � � � � � � �. fi , � 6. _. - 1 L.S. �7. �1 t � i �, � � � s I � L.S: i [ � 7.'wentp--Four � D011 and �� � Cents Per Uni# 24" RCP Cutvert �v/ Head�vvalls Three ThDusand Dollars 311(� n � � �SIl�S Per Unit � Undergraund.Yard Piping. �One �undred Eighty �hous and Doll�rS �� n n Cents Per Un�t aiS � ; $ 24:i�d�� i $9,120.a0 : --....—..--- -- ----- �. i ? l ' � � . . � $ 3,OOfl.00 $3,00�.00 .I _ _ _ _-- s i � � � -= . � � . � � �so_,00a.0� $i8�,,oaa.00 � Fart Wort1� Water �3ept_ B-Z !'roposal � I � 3 S. j 1 i i . � k I 9. 1 F € j I ;1D. jl ° i ,I� 11: 1 , � � ; 12. ` � 13_ 1 � L_S. ; Bnried Gate Vaives - f � �hirtv-�ive ThousandDol�ar5 j � a�d. no Cents ' . � Per Unat - t$ 35 , 000 . 00 E.1�: � � 5' Diame#er �ewer Manhole ; i � � Six Thousand . Dollar5 ; �� and �� Cents � Per Unit �$ 6, 00�0 . 00 E.A. � Fire Hydrant Assembly � ( One Thousand Sf.x � � Hundrad Dollars � • � ��, no Cents � ; PerUnit � � $ I,600.00 EA ; 1" Water Service Assemfily � - �i f Dne Thousand D��j�$ � = and np Cents ; `PerUnit � � � 1,poo.oa L.S. � Reinfarced Cox�crete Wetwell and ; � ` V�lve Yau.lt _ � • ; �� Three Hundred Seventy Two � ,� '��saxzd Two Hundre�d'Dollars � � ' � and . No Cents = � 37'Z,2QO.0+ f.PerUnit '` " L.S. i Masonry Enelosure to Hause � Generator/Eiectric Hardware � .� ' Fifty Thousand Dollars � � aasd „n Gezt�S !� 50, 000. 00 ; Per Unit � . � � ] �. � 1 � L.S. � Transformer Pad Foundation � . � { � � � � € � Tw.o Thousand . DO11aI'S � � � � and .� � Cents � F � � � ; � PerUnit , $ 2,000.00 , 15. �.,025 � S:Y. ; Wetwell Inte�rior Coafiing System �—_.__��.r._ . � � � � � � 3 . � Nz�.�ty Dollars ' � � ( ' � and � �ia _ _ Cents � � � � � PerUni� � $ 9�.00� . � i L $ 35,D00.00 � � . � � E 1 $ 6,000.00 � � i,�oa.00 $ 1,OOfl.QO 37,�>200. �0 . so,000.ao 2,0�0.00 � ---- � � � �2�25.0.40 � , �art Worth Water Dept B-3 Pro{�osal .. _ ._-. I k 16. � 4 t � 17. � 1 ' �S. j 1 i � �19, �i i � t k ; : � F � _ i ; 20. . 1 21 I 22. ! 1 23. ' 1 � ; . EA � W�twell �luice Gate Assenobly i i j[ F ' � E � E � � i � S.ix Thausand Doilars � � � arxt� ` - �1D Cents � � � � Per Uni� �$ 6�, 004. fl0 i$ 24, 000.00 s L•.S. i V�sive Vault Grating and Hard�vare � - -- �� Y � � ' � Four�een. Thousand DDll�'S � � � •� � . { a.nd n� Cents � �; � Per Uz�it �� $ 14, ObO. 0� � � $1�+, 000 . 00 � � L.S_ Aluminum A.ccess �atches, Ladder � . � . r � �- - �— � '; Assembiy � � . ;I � € , Twentv Thousand Do�la.�s � � �n� n� Cents �� zo, oofl. oa �� 20,000. ao � � Per i Tnit t } .L.S. WetwelilVaive Vatxit Pipixag � '•- 4 � F f f " E��ht� �ThousandDollars . � � ; � ; � i anci �O Cents � ( j k '� ; i PexUlllt � �_$�1�,`a�O.L}0 J•�'B�sQ�i�..OQ f � L.S. j Valve Vauit Valves & Accessories ► � ' � � ( ( � - . � ( � � t � € � Ninety--Thausand Dollars , { � € i � aild _ . . � no C�L7ts � ' j � � 3 PerUnit - - £ $ 90,OQO.DO .� $_90,000.00 � �L_S. � Lift Station Pumps and Accessories � y j � � ' One Hundxed �'or�y � � ' � � � �hausand Dollats � � � 4 � axxd No . Ce�ts ' � � � � per Unit . • � $ �40 00�. Dd„� $_i�a, aao_oo. `� � . _ ._ ._ � L.S. � I.ift Station �Iectrical, Co�tro�, and � � . � � Instrum�nta.tian. ; � � � � ' Ztao Hundred Thirty � � � � Dol.iar's � � � � _T�iv.usand � � � az►d 13o CeIIts $�30,(100.DO ���,30.0��.00 �. £ P�� u�t . � � � ` � r L.S. Generaior w! Auto Trans%r Swiich ( ; . . � � � � Fifty. �'o�ir. ��.�usandDollars � � � . � E a�d No Cez�ts i ; � � � Per Uzut � $.�,�,�oo. oo� - . $ 5� ,�� .�c o �� TOTAL AM4UNT BID � 1:,_�89, 850�. QD I'" � Fort WorYh Water Depf B-4 , Proposal i � PART B - PR4P+DSAL (Con�.) V�ithin t�n {10) days after acceptance of tl�is Praposal, the undersign�d will �xecute �he %zznal contraet and w�i1� deiiver an approveci Surety Band and such oiher bonds as required liy the Contract Docutne�ts, for th� faa#hfu� pez�ormance of fhe Contract. The attached b�id security in the amaun# of 5%0 of the Tota.I Amount Bid is to become the property of the �Ci.ty of �ort Worth, Texas, in th�.event the can#ract and �ax�d or bonds are not executed a�d delivered within th� t�me a�ove se� Forth, as liquida�ecl dunages for the delay and additional worl� caused thereby. The .undersigned bidder certified ihat he ha.s heen �iu�ished at least ane set of the General Can.traet Documents and General�Speczficatia�s for V��.ter Department ,Projects da.ted January 1, 1978, an�1 �hat he has read and thorvughly understand.s all the requireznents az�d condiiions of thos� G�II@f�.1 DOGLLIT1�Ylt5 and �he specific Cantract Doc�aenis and appurtenan� plans. - The unde�signed assures that it� emplflyees and applica�ts for employm.ent �d tb.ose of ax�.y labor arga�ization, subcon�ractors, or empioyrnent agency in either furnishing or referring e�mployee applicants to the L1I]C��i5ig11�C� are not discnminated agains� as prohibzted by the terrr�s o� City Ordinax�ce 1Vo_ '�278 as amended by City �Ordinaa�ce Na. 740a. � (Coznplete A or B belaw, as appl3.cable:) _+ '.A. The principal place of busine5s of aur eornpaa�y is in the State nf �exas - � Nbz�esident bidders in fhe Siate of . , ouar princi.pal place of business, a�-e ree�uired to be �erc�nt Iovuer tha� residen� bidders � � by� state Ia�cv. A cop� of tkae statute zs attached. � , �� � �, , Non resident bidders iza tkie Sta.te of � . , owr principal place of btasiness, a�re not required �o underbid re�ident bidc�ers. � �B. The principal place of bu.��ess of owr company or vt�r parenf comgany or .-�� majority owner is in the State of Texas. � �'ort Worth Water Dept, B-S Prflposal �_, d The Bidder agrees to begiri crznstructi�n r3vithin 10 calendar days af�er issue o� tl�e work order, and to substantia.11y com��ete the con#ract within ��� C���i1C�c'Xi' C���S ai�er beginivng cflnstz�ction as se� forth in #he wriiten work order to be furnished by the �wner_ I(we) acknowiedge receipt of the follo�wing addenda to the plans and speci fications, all of the �rovisions and �eq�iremsnts af which have been taken i�to coz�sideratio� on pz�eparation of the foregoi�g bid: Addendum No. 1(Initial.$)� DP Adden�um Na. 3(�iitials} Addendum No. 2(Initiaisl Add�ndurr� No. 4(Initials) • Respec#fully submitted, Red Rivex Construct�.on Co. (Seal) Date: I D ' ��. � � Byn � �.. �_ . � ` � � Dean Porter Title Chai�man ' Address 1506 Capita� Avenue, Suite 200 P�.an.o, Texas 75074 . . � Telephoue: 9 7 2. 57 8. 012 7 Fort Worth Water Dept. B-6 Proposa! �it �f For# VVor�� Illlir�or��y �r�d 1Norr7�i� �usine�� Er�terpr�se ���e�ifi�at�on� �P��I�L Ihl�T1�U�T��IV� F0�2 BI�D�F�� ����i�ar��N o� �o��r.�r CE iF« 1Gtal rloflar valtaw� o� RI�� �.o��lr:��l �is $��,0�0 or �nna•e, ili�: N�l�NC#� r#oal is ���xlic��Ul;�. f{ �I�e iolal �ol�ar� uafue oE tl�e �ontr;�ci �s less lharti ���+���, �he f�hJWBE yaa� is ��nt :����ic��hle. � J �"O�,ICY ��A��M�Ni` fi is U�� p�lic:y C�f I�e G�k.y of �oil V4+orll'� �U k_ai:�ur�_ IP�C f�tll anr! �r��aik�ble p�r�lci�al�t��i L�y h�7irror;iplW�arnen C3usi��as En�er�xr�s�s (MlUV]�E� ir� q'�a �,roc�fpmerti c�� all �crods arrck ,trvic�s� l� tk�t C;�ly ��n F� cnnl�aclu�! ba�ls. TG�fs oh���Civ� of �hc� F'«�ic}� �s to in�r�ase tl�€. use aF MMl[3C firrns I� a le�+cl comgsrabke rc� �he ava�l �b;a�iy c�f f�+p�w�Es �h:�� �5rc�vi�le �goc�ds t�nd �crrv"rc:e�s direckly or oi�r�4���c;tly ts� �f��y Calk�. i�fl iC�JCjL}fFCfflt?fi�5 s'lflC� CF:f.�1�Ir�J11C}r1S SC:J�P.{� IFI liir Cily's currer�i Mlf]4fII�+:�fh� �'VL1C14E!II FSkI5IC1iJaS I���IIE��.F�'�SC.' ��J'5�111��'11.'.� a���ly Et, llrirt l�i�.l, f�lNVC�� PF�OJE�T C��A�.S ��t�r; {;iRy's Mf3�?�"d13� �.�c}. �I r�n tE�i� �rn�c�:l is �, �� __�'4 at ll�� k�:�s� l�o�� v;�l�ee �� fh� or,n�ract, �Oi�1F��lAhl�E T� S1D �PF�IFI�,ATIOIV� i�rr C;i�y r.anlracls oi ���S,C1t}l� c,r rri��r[�, rirido�s af�a roq�a�r�}d tn cr�rn�Ey w�111 �k3t inlel ri �{ lC�� [;I�y`s i�1lNS+EiL �lydi�7,��r�.e• !iy either ni 1h[� #�lirnvinc�- 1. �u7aet ❑r ex�ee�l tftis a�ave stat€�d M1WB� �a��. or; �. �oo�T Fa[tFr �lfar! cl�curM����talio��, cst; 3. LNaiv�f d�CtJiilCEtit�Uo17, �us�n�rr� �� ��Qu����} oo�ur��rvr�,-��o�i 'rlre a�rpl�,:�bCr� dacur��eiyis fn��s� k?c �?�e_f}���.c� I}y r����� �fiar,a�;�7s� t���x�att���nR. u�iit�R�r tf,e irrllnwJnQ lirn�s alJi�calerf. it� or��{r �or if�e �rslfr� Faid !o ��� cc�,fsi<l�r��i r�s�+oGas�v� �rr 1f,e �n+?cilir.��inra�, 1 _ Cuf�'A+�� � l�llizals�r� ��rrT7, +i Qc��l is mel or ���c:6r��d; �, caac�d F�it�� Ffforl r=orar� arrct MMI[�� l�tili�ati�irr F��rr��, �f parl�cEpal,crn Is I€�SS kf�7n slalec! �€�.al_ 3. ��ti F�alf� �ff�rt �arm II r�o par1a{skpa�io�f �l Prime �crnlr�ctor WaiVer Form receivecl �� �:00 ��.�n., iive (5} �r�y �„�siness days ai#er tl�o �id opcni��g cl�#�. excl�asiv� �f tl�c I�ic! o�enl��c� date. fecr.ivael b� 5.00 p,m., iive (5} City t�t�si��css cf�ys bF[�r #I�e �]id ap�ll�nL� tla��. �x�l��slve �f ll�� 1���! �$�e��f�t� daf�. r�rceived hy 5:0� p, m„ Sive (5� City Fsu�in�ss d�ys z�iier thr� b}d v�ening d�tct, cxcitrsiv� �f khe bxd o�e�sJ��� d�te. r�ceived Fiy 5:�0 ��.�n,. �YVC {5� ��1� 11U51n�ss dayS a�#�!f #Ele I�id np��tiing �]al�, excl��siv� ur l#�e tk�c� o��er�iny d�i�, FAI l.kJ1�E �O C0141PE.Y WITH '�F1� �k�'Y'S �4'!!k+'!$� �F�I7�l�!!1�lC�, WiLL R��ULT Ih! THE ��D ��IhIC COhl�i�CFt�� h�QN-f���PQ�l�l1�f� 7[7 �F'��IFIC�710N�, a��y �u��r���,s, �iaa�� c��x:act ri�� �rw�� orrice ��I (817� 87i•SiCk+#, $�uu. GJ19Ji1Q _' ,ATT�LCMh4E.lVT 1A Pago 7 of 2 '�I� �� FOC� UVOC�� Ilflinorit�r a�r�d Worfi�en ���irx��� E�te���ri�e �p���fi�akions �B��VI�B� L�TI�M��T��N �t4i�ais.� I �,�", t�ltl.�,. - F°RIMF �Ce,y9Pi�SV�' NAf�1F �ir� a�irE �]�sio� �re�� Lifk �1ati��� linr�ro�cmenk Prnjoci �''1.71�070'i 7'I�k����'10. _ pF2�.IF�1 NATu�� €�Fii7JFCl #JUMPI�F2 i� 414 �` I �_�i��"�hll4V1lF. I�����.i��c�r�:c,n�., ` [�1+14'Lif. PI�,RC'�:�i',\f;F.A["211N;Vrf1' i �F�iilurc to corn��a�:x.e lhas ��rrt�, iiti fls c��tire#y wv��li 5���poeian� docurnc�titation, a��d recnived h� t�r. Nl�r�ac�inr� IJep��rErri�nl- .on or� b�fore �:f�i} �,_,r,_ fiv� ��r� �il]r #�uSi�l4iss d��+s aft�!r l�i[f �}�erri�pc�. exr.E€�s�ve o� b�d opcning ciate. wiGk r�s�k�� i�� i#�e E�id � =�cin�� cn��sirlcrc4i ��on�rr.:,�}o��sivc #� 4a�cl spccilicalEno�s_ Yhc tfn[kcr�i�ncd #�ir�c��r ar�rrFes lc� ei,#c�r i�tto t� f�rnMal ,�reerx�ei�t vu;t.lti kl�r: h�E�3� t�n�i�or +�lF3� firt��s �or �work Gi�te€1 in tfiis� sct�ccl��ae, rvr+�iEiioned ���xnr��ex�ac��lioii nf a con�r:��f wr��� �I��e t;ily of �=�ri 11Vorth. TI�e inl��ti#icrr3a! K���clfe�r l���owi�tir �miwra43rc�cr�fati�n of facls is c�r��mrl�x ior cnr�sicic�atia�� ar disqi�ali�ic.3�ior� �n�i wiil res�olt i�x if�e hi�# k�airti� cni�sir�a�r�tc�- ��o�y-rrs��r�s�v�� to s��efiFicdilir�r�s. � Compar�y hli�me: �ant2C� �lar�c, �ddres�,:3i14I SCIi.�7��(1ilE� NO, � 1.l cl��is � G� �m:s f t7 , 54 l"] liaa t S i.tl.e. ..e�v e. 11�]���, T}{ 7�214-�1���] � 11 �a } '3 )����3$�� .. � Ci.fti�ier� � -f I +_ p � D i] ❑ .� 7C � i {;s.1�tc,m F�nc� G[l��s�:in� I �w�kl h�c�rtit Rui]�l l'�] l�t�t: {lf�i Bur1[�s,_�a�, �'}i 7[F[1�! _ . -- I $17--2���-�7H 11;817-?95--37fi3 i� : i� (:�hrit! F.re�to�'� {.'oY�. --- � 9! i ,�i. [��irlbnt'o<<�k� .. i f}u.ils;k, T� _75��7�5 _ 1� f{ �°�� !--? � 1. 3;1 i fa � t��+�3--10�} l�.sx I S��oc.ifyA1C CoG�#Ricti�ti�j I 5�tcriT�+A�i Il�:rti3: Sa I�r. Sen��c of 1Noek (') � 5��pp1�r:�!{'} ma��[�nry serce:� wall ��$LC C�i�aLi� lii'tk Lence a�pr�+x. '�0{1 €�'�`t trlFSD�'�•'rt}�[rf'[1� Les�it�� l rcb;ir ,�g�.�ru�:. €�[1 �nns���5 ��I' C;tk2 � E�c�ll7e Amota��l � � 1 ll � L3 � e!] i-� l ��t$.4?0.�0 � 1. $8,b7�.0i�. t �18.8{)0 I Mf4V�Fs rnus! 1�ff lo�.a#�d irl CYlo "� {�i�oi �er�rr�y markntpla�e nr ��xrrenR�y dol�kl� btos3r�ess in llti� rtsmrk�;l� �I,tc�, 3l lkle IiFi�e pf 971d. � �{'� SS�+eCJfy �I� �1�F:a� . ii'{ v,�lll�:td MWti�'s �rt lu he ti1�]ix�d . nci���� it�:m� !t, 1�� �,uFi�,lEncl: - •} A r.am���Q�, Ilsiia7g of �korr��, tv itc s�ery�rEd�ad is �r{�iairoU in qfh��e tu ftFLCivP ei��l� Li1Wi�Cd 114C hd+�^�E�� 57n�1, �"} Ideniifyeuci� �I'bat Ir.ve1 ]���r. #d1F�a�s Clio ���+�el ��� !.uUC4rolr��lll1�J U�'l;�W lf1C j7flf��� C4l�ltrzrtnr�r.nrlskilaFFrH, �,r., , tl�rrct Ga��ytnant lr��F� klr� prime cvnCrnctvr #a� � st�hr,n��tr.ic��xr Is {:unt.�ilr,real �" t��;r �� payro�ci �t by :7 5ii��047i13£kaY LO , �CS 5����liar 15 Ci1RSidi�1�E� 2i5rr If�r_ _ — — � T�I�S F[3F�M MUST E3E KEG�IV�� �Y TH� l�IJ1P#�(31N� bEf'F�R�h1FGdT �Y �:OU Ft m.. �IVE (5� Cil-Y BUSINESS D�4Y5 �7FTEF� Y�IU ' C,�REhlal"14;, FY.C:LIJSIVE= i7f- j fIF C#IC! C}f'Eh�lt�l{� DJiTE RF�v. ��1�'. F�a�es 1 ancl 2 of All��cl�rnci�i lA r���sl k�e receivcd h� tl�e f�hap��git�� Dn��rtrxs�nt l�ITT�1G1�lMElSlT '��71 �R�g� � of 2 �I� �� �QT� ��I'�fl ��r�orit�r ar�c� 1Not�e�� �usi����� Et�t�rf�ri�� �pecifi�a�t�o��� 1�S��f�+VBE �TILi�A�"I��I ' Comp�r�y f�amc, �onisct N�tne, �er�i�ied �Sp�cify ACI ��nlractrrMy 5���cify A!� Ilc�ns lo bo �4d�rass, So��l Tr.ta�ltinrr[r N�. � � Se[���� af �Nc�rk ('� �upG�lier!{"� ��-- � �� I # ri r� c� } I �J '� ; � F= � � i �:;�.1,�� ���d�;.;r�rr_'F,r��y�i�irkg, ��l��l i�l:�ndf�t __ _ _ Fort Wc�rti3, �C I�6i1�. � 1.�--R31--'�4�4 -f— J,.Ltt1e .].Jw 'L'r��ckin� _ 'r9��_ Ave�� r1 -- 1' ° ° i [�{'.y1C.�I.r...��.�.SL�,�__.�' l�.i1.=�4.6��7_�.9�.�:��i1�.��i._.�xf�f�1�_ [ax � [�oos��ity, Su1�G�ina,� — T — {�7��.-����--1��� i.:���ce��� �i'�ie ir_aC�[*.LC:L��[oe�C 1�h;.rE��: ?2s`�-•'�i�3-��JClU3 sclect E.E3.T ap�rnx. ?###�{7 c��� $6.2� €y ooi��� a,���,�E,t 1 ��1.?,8!?0.�7i1 �lt��f1��1.Q0 � ��ii,�{lt1 tn�rt�. flex�i,i�c �pprt�x. 1�{} Cot�s 4a �l`'.3f.1 �i�� tcss� �nil 1 �'��i tnns;��c �,.75 t«r �wi.tc���e;�r ���Pp�li.er � !'iv�x SuvGll�r 1 �� ��+76.OQ �5,355.f�(? ���15,��i'i1.{�{i ent: ��{F r ��� . ��� $!'i� , 125. Ui.h 71i�e hiclder f��r#���� :�r�rf:es io �arowi���r. tifrtx�c#ly lo tlfe Cil}r 4i���n rryqu�sS, cot�i�slete a���# acctirate aniorr����o� ra��rdi��� a�t�ial work pe��farr��e�3 by all sulscoi�tractors. includin� M6�{s) andlor W���sj arrt�i�g�r�i�nls s�3�mikt�ci wilkM i��is bid. The hidder,�i5o �grves t� .'�Ilow .ti�� ��d'rt ar�e!!ar exarrr�rtia�io�� of aitiy hoc�ks. records ar�d �iles Itielc! i�y thrrrf com��a��y �i��t �rriCG su�sLar�tiake iFtie a�ivak work Nrer#orR�ed hy tfie 4�1�E(s� aM��lc�r ti'V��(s� ar� l#�Rs c�Rtitract. 4�y ar� autliorixed ofEieer �r �.,rn�Sayee a� ti�c �kt�. Ar�y in�cntivnt�l ,�r�{ilvr kno��n� inisre�aresenk;�tivn of �act� wtll l�e �ro��r�ds iar lefmin�tiM�g i��� 4ca��lract or deE�ar��en# fror�� City wari� far a�aeriac� of not Ir��� th�r� It�ree {3} years �M3d fc�r ir�itoafing �ction uncCer Ferleral, �#�tc or La��l I�v�s cnnccrr�inr� fals� stat�me��ts_ Ar�y fail�re to cnmpEy witl� fF}�s or�linanc� and crc��t�s � xn�icrf�l 4�1�e�ch oF co�3tract inay I�est�lt ir� a ciat2rrnin�kion o€ an irres}�on5i[�1e a�kerur and I�arrad irotx� ��art�ci��alir�� in �iiy worlc �:�r �z period of lai�e r+ai less ##�ai� one �'I� yo�f. �L ME���W��s M�ST sE �E�71r��� �1f 7'I-IE �ITY g��oR� �QN7RA�T �W�1Rf] � l •_--- � � , []�ar� P€rr��� -- Arrlhor�zed �Egr�aiure P�'int�d �it,�atu�e (:��� 1 rvaaiti ����� Citl� �or�tack �a�ne an� ���I� (if #i���reio#� i��ci ltiv��' c;nns�ruuti.r�n t;c+. ��m�,ny N�n1� I..'�[lfy (:7pit�i ��eni.�e, S�ite ?i]f] Addr�ss k'l�rnn, �7{ 7.�{)74 City�Skate��ip �o�Ee l�:tul iolg :��pr�x. 3?fa hour�� $�i� p�r hoLi� 97LT�7#3-017� Te�e�ho�o Nur�il�ar �s} tJ71-57��]{��r3 F��c N��r�yber ��lt�lZSE ��}� �3f��# Da �o THIS FQRM h�l{J�T B� Fi�C�iVED EiY THE A4A�IJ�GTNG DEPIhRThM1�MT BY'i�0[1 �_rn,� F1V� (5) CIIY �USi#�f�5� �,4Y� AF��{t Bfl) OPE�JIN�, �XCI_�1SIVE C�� TI�IE �31U Oi'E�11h1G DA�� R�u. F�2�"3F� Pae�es 1 ae�d � af l�tkachrr��r�t �#� rlrusl I��: re�e�ved b�► If�� �4'Jwna�i�ty �e�sarliT4er�l A7T�I�HMEk��` �1B F'ac,�v � of 1 �i�t�r of �ort �lVor#�� �liinori�� anc! 1No�ti��n Bi�s�n��� En�erpr�s� �p�cific�tion� Prrrr�e �on��'ac�o� 1�Uaive� �osi�+r Ck. I.ifk Statio_�i_Ernproveme�t P�n�ec#. Prirr�� Coinpany �iar�e Prnj�ct N�me A���t�s! � Sr�G 2AQ� ��d ��aning C]ate P"�7i-07017����0�9� Prbjact �u�nk��r If �o#t� .�r�5wers I� this to�m .'��e Y��, �a ��oi c�ntiple#e J�1TT�L�1-IM�hi� ���Gond �ait1� E�fart Fr�rm�. A�I q�eskians �n thfs form Iti��sk b� Coi���le#�d ar�d a d�ka��e� �*x�l�r�atior� provicr�rd, if �pplical�le. If th� a��swe� to eitF�er q��r.stio� �5 N[3, tF�an yoti rnust coi�plek� ATTACI-IM��FT "IC. �`his f�rm is o�ly {ti�,�li��blc� Rf hvth �'���sv,rees ,rw yes. Ft�iliar�� �ls� �:orrfplrt�: ilris ic�r,r� �r7 t�s �±Ritir�iy �rsd L�e frcciv[:d hy 1f�e �h.i��c�tir�� €.le�r�rlrnrr�t or� i�r krt�fare *x:OC� �}_���.. f�vc �5� C;ily_�i�sik�ess �ci��y+s�a�tcr �i�id of����i�tc�, exca.i,�si�rc vf thc k�id o�eniR�r� �ai�+, wi1E r��s���� In �}�e ttiocE L�ei��� ��n�i[IerecJ fiio[1-res}��c��lsive,to bic! s�cGl�lcakions, . INi�I you �erForrr� k��is en��rc� �ontract �r�ri�hout ����ocont�act�rs? �les ��lc� If y�s, ple��r� p��v�de a d�.�iailr�ri �xp��tna#io�� �liat pro�+�s I��sed �� th� si�� and sc��� of �lxis �rojecl, th�s �� �+our norr��E�l husiness prac�i��: and ��r�v�de a� oper�k�arral p�-olilc� of you� b�,si�ess. 1+V�11 �rau ���r#arm �Pxis cntire cor��ract wiih�ut sup}�tie�s� _�11�s IV� If �e�. ple�s� ��rovid� a c1cl��led �x��la:3aiior� �'h�L }�s�oves l���ed �rt tk�e �t�� �nd ���pe �# �his �3r��ect, ti�is is y��r i�arm�l �usi�e�s practi�e ar�cl ��ro�+f�lc �n �nv�n�or� profil� of y�ur busir�e�s. T�ti� bidcler fkrTkh�r ac�r��s #� �rov�d+:, c��r�ctly to the �ity upon req�e�k. �o�ryN�lete �n€� ��e�tratu in�orm�#�on r��arcling acitiaa w�rk per#orrned b� all s�bcor�fractors, includin� i41���sj a�rtisl�or WS�(s) �n this cc��itract. i��e ��ayment tlxere�nr� a�id �r�y p�oposed c�a�g�s to th� originai M13�(sj a�dfor WSC �s� .�rfange�r7er�is �ulsn�ille� witF� lkais E�id, Tl�c� Errclder also a�ree� t� alCaw t�n a�tdf4 as�d�or cxamrnatta�� af a�y hqoks, �e��rds �r�d files h41d i�y 11�e[v cor�p�rtiy lE�at v�r�C1 �ubstanki��t� l�e �ck�al wor#t �crfoR��r���! #�y fl7� ME3��s) ��1d�or WB��s� an il�is c�r�i�acl. �]�j c'�si 1LILFlOfIZ�*� officer or amploy�:� of ti�e Ciky. A�iy ii�tentional ar�[���t k��awing misreF�r�sentatian �� Faeks �1flf L�e c�ro�antis ior #�r��rir�alin� t�e co��tract or d�:barm��t irom Ctty wor�C f�r a p�ri�d oi not Icss lk��n thrc�o ��j ye��s and for ii�iiaatin� acilo�� under Fed�ral, �t;�te or I_�cal #aws cae�cerniny Faise slat�r�tiefitils. 1�4t�y f�ilijro to ��inply w�tl� t��is ordi���nce an� ��eate5 � ma�eri�l hteach of car�tr�cl m�y fes�ll in a de€er�nin�t����� �f ar� #rres�onsiUle olfer�r and ��.rrecl frorn parti�i���ling ir� �ily work fvr � ��crEar! oF tim� n�! less ti�an onc� (1� y�a�'. Authorixeck Si�r��tcire Title �am�}�tl� N�17i� Adclr��s � Pr"snterS �ic��a�s�r� �a�t�c# h��rne {i# c�ifferer�t} �or��act 7ele�ahone Nurr�ber �s� — Fax fd��r�her ���. f�ar�a AI�PaCHM�M7 1� �a�e 1 of ;i CR�y o� Fa�� Wort� �ll�n�rity� and 1Nornen Br�sin�s� �nter��ise G��D FAITH E�FC�i�T �E'Ikri�' �r�1T1�7'�Ili]+ i�ie11'ti8 Drx;s4nr Ca'r�{.rl� l.��l Slaii�n lr���rov�rr��t�k �'ro��c:l I�ro��cl Na�re �U�JS� �F}l�r, �{��� �It; ��t�' P� 71-f1711171 f}28 U{l1 A �'�aj��[ Nu�rlb�r �� }�i793 FF:lYO �aflQi,� t4 SLCRlFC �ii��� Mlill'fl�:s�]�fki}f1 .lCl{� }'Ol! �l:lY�? ti11k�COil�PlCflEll� .31kf.Ilalf 54LF}F}EaCF OjlfICFK�LICklili'5 dsF 1� �+23Ui' Ik�ll�ik3E par#��cipatian is k�ss l�i��� #f7e �Yty's Grrs��cet �o�l, ybt� �itiusf coi��}�le;e tltiis larni, IF f�e Ui��i�r's ��eihod af com��liancc �i#h ##�e l41f�V�� goal is bas�d upc�n d�rx�o�ns�r�k#a�x �f a "�aoti faik�: �ffortr', khe �iidcl�r wiU f�ave th� ��rden of corr���1�+ anr� ac��rately pr�parir�c� a�td s�rhn�ittinc� �lic docur�ic��ta#ior� req�,ir�c� by il�e �itp. ���x�plia��ce wi�li �acl� i��m. 1 thf+� G�el�w, sh�ll s�ti�€y tl�e �ood F�ikt� �ffort requir�rti�c���# abs�nt proo� of �raucl, int�rtitio�3al anc�J�r k�iowi�g mis�-e�r�sefrtaiio�i tl�e fa�is e�r in�ent���tial diser�i:iiiiation !�y tF�� h'sdder. _ �aEluee la compl�te zl7is fno-o�i, rrs i�s ciilirety wit#� s�,�pporti�ti� �ac«�nent�tion, ,nd rr�cciv�d �ry lltie ��7:�nac�i�ty DE���riEy�c��t crr� ot I�e��oa'e s;00 }�_ai,_ f"r�e ��} City 13usinfiss cl�y� ���eo� L�ici r,�cr�t���, excl�is�vo o� �id opc�inc� d�le. 4VlII �E�siflk 111 FI��+ L�id l]eFf1y Coffsld�l'�d npn-r�:;�ortisive lo laid specifi�ati��t�. '4.j Piease list eaclt and cv��y s�rb���ritractir�� and�ar s����[3or o��arlui��iy {D� NOT �lST f�,1AM�� DF FI, F�MS� wlai��3 wi�1 IS� �s�r# in #he cor��plelin�l C�f tltiis pro�ecl, reg�rcil�ss �f w1��lher Et is lo la� �rOvfder� hy a iYIIV�+[�F o� e�n��4 kVf1WF3�, (U�c� ��c�ifrar�al s�a€�c€�, �f r�o�essar�� List of: �uhcontractiR» �C�[}vrtur�[�ies �fst aE: �, WpC��#er Opx��rt��Mitiss � fipv. G���E3 ATTACidM�NT �� �3(,�C � C�f � � 2.� Oid y�u nt�#�i#� ��urre�at Ifsl of MIWBF. fft'rns fram Ct�c C€t�'s 1�11WB� OfFi�+�7 T3ac list is c�r�srd�re� i:n �ompliance, ii �R �s i�of inare 1h��t 3 rnonti�� ��d frnrn ll�e cl���� of I�it� o�e��ing- ��� pat�+ of �iskin� � f �! o 3,� D�� you sollcit bit�s feorrk ;NTV4+BE firm�, within thc sul�contractin� �rtd�or ��ppti�r �r�3�s �r��rJqusly #i�ted. ai least #e�� calendar da�� �rior ta txMr� o�e€�ir�g by ma�i, �xciUsive of �hs day iF�e bi�s are o��ned? Yes If yes. attaci� i�+1N+fB� naail listan� ro xr�clk�d� �rame of f+r�n and a�tdrass an� a�ate�l. F�a c�py oi le�lr_r rr�ailed, �4,j Did yau solici# Isicls �rorn NxfWF3E firrn�, wi#i3iri l#�e SulscankfaC�ing an�#�ar S�lp�lier a�aas preV��susSy lister�, at 1�ast #�: r� �aicit�cfar d:��rs pric�r to �id ���i�+n� �y ielcptMae�c�, cr�c��siuc af !h�* day the hids �ro �ipel;ed� lfes Sf yes. ��#a�t� lisl to ir��lu[ier ��ene of 11��Vtif�3� K����1. �erson cor�kac�e�l, N� v}tiane �umh�r �r�d cltitr r�iMd tim� oF corxia�l. �10��: �1 far�i��aile �x�ay ka� ��,ed t�r con�}�!y witlt ci�tticr 3 or �#, F�e,t rnay r�nt ��c used fr�r hntl�. il a iacsGrr�iCc is ���cl, �llacla 1���: f3x cc�i��irn�ykiorM, wl�icFa is io provi�e M�W13� rMar��e, d�tc, �IfTi€�'F fax ntimb�:r �r�cl � �iac�t��enl�ti�n Faxe€�, _ ��1(��E� IF a SI� l�st c�f l�i�lVC3� is t�r� n� less. khry btd��r rr�t�st c�r�t�c� the entire list to k�� iM� cnm4�fi�rtce wil� ques�ior�s ��srr�l 4_ If a sic l�st of 1�JlW�� is r��ore kh��t t�n. ll�� Il1{�C1EF ffillSL �o��t�c# .�t le��st iwo�thirds �t ifti� �ist Is��t �ic,t lf.ss Iha�ti te�� to k�+3 k�� �oR��#�liancc� wiiE} questions 3 t'�n�i 4. �.� Did you pfa+�idr ��Eans �nd sp�uificauons to pot�ntRa� �UiJ1NE3�s or Gxrf orrl�at�an regar€�in� the locatio� <�F ��la��:�nd s�ecl�ications ir� nrdef to a�sisi ihe MfW��s'� Yes I�o �n.} If �!il1NB� bEds wer� rr��ived �nd r����tec�, ya�� musk: �1) �ist ti�e MfYVB� lirms ancl thv rG�san(s} ��r rejection �i_e., q�i«#�tion nat cn«�r��erclally r�asorrab�e, qualiFications, etc.� a�d {�] Attacf, affii€ft�vil �iidlnr dacu�c�ntaiion fo sx�p�iorl th� r��sai�(s} #�sied below {a,e,. �etiers. t��er��os, bids, lel��rlti�r�e calls, n�eetit��s, etc.j �Y�unse usa edd��rorrs�s�toee�s. �f�aeci�ssarY, a�atf �ffarfi�,J �ort3pany �1,�n�� Telcpha�e �onkact Rerson �co�rc �f 4Vork Ftea�oiw tnr � R��ection - - Il � � � � � � � � It�v.Sf�+�� i � _� �1YTA�Fi�bl��� iC F��ge � c,r s Al?�#T I C� Ik}Al. I N�O F� M,4T ��M : Pieasc provicfr. additivn:�C iflf�rrr�alinrti yo4� FC�3 will l�trkE�nr ex����n yo�� goo[i aM�d #1�r�est efF(��'ts ko 4�}��f�� h4rVtif[3� parkicipati�n �n #1�15 proje��. T�� fi�ici�er furth�r �c�r�e� to peo�4de, dir�ctly tc� tlx� �ity u�on re�u�st, corx�pEet� and �c�urat� i��f�rr��a�ia�i ��gardi��g act�saf work per�form�d oi7 th�s �oa�tr��#, t��� paymcr�t #t��r��f ar�d ar�� proposed cl��r�g�s to t#�e ar�g�nal arra��gcinents subrnit��d witk� tl�is l�id. The i�id��r als� ag�'ee� to �il�w �rx audt# a�tidfar �xaE3i��tia�iort o� �n� baok�, r��ords and fi��s h�l�f h� t����r cc�n�pa�r�r ti�a� w�ll substa�tiato tf�e ac��al wor3c �er�or�n��i a�� tl�i� �o:�tract, l�y aii atatl�o�-i��d ofifi�er or �m�1a}ree o�'the �i��+. ���� ir�t�ntia���1 ���dfor icn�wir�g �t�is��prc��r�t�t�oti of fa�t� wil� k�� groun�� fo�' ��rn�i�tiati��g Eh�x �o���r��t vr dcbarm���t #rom �it�r work �or a��riocl of �ot �e�s t��ar� llxre� {3� �c�rs a�}cl fo�• Eniti��ir�g �ctkott «nder Fed�r�l, ��2�kc� or Local laws cor��es'r�iNtic� f�ls� stateM7werits, A;i}� f��l�ire to co�ytiply� v�+ikh this ort�in2�n�� �r�d cre���s a r�atc��iaC br���h of c�trt�'act tr7a�r re���t 14� 2j CI�.'��.'Cillli7��1017 of ��3 irr�spo�siY�le oifc�'or and barr�d fr�t�t ���r-ti�i���ttrig i�r �it�r v�or�t for a peri�d �f ti�7� no� �css #I���t ot�� {1 } y�ar. Tt�� urttl�rsic�:��cl c�rti#ies t�iak �he is�fa�rn��io�� ��rovicl�d a:id l�� NilWBE��� 4ist�c� waslwere �orxt��tcd iri �oad f�i#h. �t �� u�tciersto�d �f►�t ar�y V�IJWBE{s� I��t�t� rri A#E��hr�c��t 1� wiSl b� �oi�tact�d ar��1 the r���o�3s fo�' not �sirtg tlt�� will k�� v�rifi�d b�r tF�� ��t�°� fU�fINE3E �ffi�e. A�s�l�tsr�xed ��g�alu�e '�ille Camp,i�y l+�arrt� �Adtiress �!k]+�S�71B��1�} Pr3«ted �igitialur� ��nkact �+lar�e �r�cl 7�tlo �ii diff�rentj - T��ept�aT�e ��ars���cr(s� Fax M4srt�i�er [3�[s f{�v {iJitr7�. ������� �����r������ �r� ��,� �r �A���r��r*�5� �'I-� C2-2 �:1-1,1 Ci-�_� i;i-i,7 C t-1.� C'1-1.5 C1-1.6 �:I-S.7 �l-S,� c�l-t.� ��•�_t� �.l-1.j 1 �'i-1,1 � {�1-1.13 C:1-I,�� Cf-I_l� �l-i.�(� �'I-1.17 C�-1,��s C;1-1.�9 C. �-1.�0 C�1-1_2�1 {�l-1_7.7 {:' � � _2 ;i ('1�!_2� ��l-�_�� C'� - L _2G C'�-1.�7 cA!-1,2R {'�-�,25) ('�-1.3U �1-1.31 �1-i.3? 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A_ {�FI� ��?.�AL �C1�7'I2�L�'1' l.)�C'i lItf€�i�1'�'�: Tt�e C�ctYcr;�l ['ontr�c� L]�ct�m�nCs ��vert� al I 1�alcr D��a3��3e�,E Projcc�� ar�c� in�lude thc fol�ow�ng i�e��s; PAI��' A i},�.t'�' .� Pril�'i' C: PAR"�' L) PART L F'Af�T F !' 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C'1-1_� ,�F'l�:�fi�{lC'�1'['a()I�l�.; T��c Sp�:c.itj�atiatys ts tit�l sec��or� ol`�,t�r� c�f�l�e ['�3n�racl �}nc�mlcr��s wi�icl3 seEs tartt� E�� cfciai� �hc rc€�uire��r:r��s wJtich 3�n�tst he ��et I�� a�l ��a�crE�ls, c.ot�si�t�t;ttc�i�, �vofitirir�r�slli�s, ec{�li�amcnt, an�l s��vict� i�i �xrtier lo �e�c�er �i cvir�r�ls�ecd :���,1 uscful �r��jec�. Wh�rte��r re#'�rer�ce �� ma�ie ro �lanriar�i s��ciEics�tiorts, regttlatio��s, re�{uirum��,��, s[aE�rtc;�, e��.. s�a�t� r�#�.�z-�d E� cSo���r�Ket��s sl�{�tl �ccoi�c a���t ol�tlte �c�j��r�ct T��c��ir�cnls��.��t as l��oa,tgly lltcy we�� cr��bo�ic{J ll�erri��. Ct-t _9 �3�C�1_I]: Tlic Lro�Y�l c�r la�nds ar� ihc ��iter� ���ur���te� or �o����iEy f�,rni�i�er� I�y il�e C'c�n�r�cto�• #i��� ll�e ��ram��� ctll[� ��]!L}lil1l �}�fFpRl78[7{:� f}f�LIlE �;[317tf8ii� �FiC� SE]�lil Ei1G�l3[�� ��1� f�llowll��: A, Yer€or�rr��r��cc Buud �5�� �Sara�-a}�It C3-3.7} 13. Pa��tYeFt! �3���� (,�ee parflgt-�pl� .�3�3,7� �'. �air��en��R�ce 13�i7c1 �See ��ti�agra��ty {_'3-3.7) �), �'�'o�ost�l ul'Bicl S�.c:utity� �5�.+� Spcci:�l inslru�;linns iu tl��: C3i�l�ie�, ['�€t � ancl C`�-�_�} C l- I_ 1{1 �:�1�V_I'�CT: T���: {;csnir�c:i �s ilie �c�iTna! si���d a�reeme�7l I�eivu�en �he Ow��r anc� lhe �'ou�rt�c�or c�;veria�� #��c nx��#u�l ��nc�erstan�iing s�f th� two cor�lr�rct�r�g part�cs �boul l��e �ar�,ject �c� �e �ot�ip�e�E:c� tiiYc�cr li�c (;o��lr��i I�a��tr��etti�b. C'�-� _ I 1 L'L14NS; T�s� �alarts aix: tii� c3ruwii��� K�r �e�ro�iucE}crn� r�a�le by ��� D��tjer's re��r�se�}lalivc-sl�c��vin� ��� cle�f��l �h�. Ic�c�r��s�it, [�I[17�f13��7E1, �Il{� �}08�114�1 �F�Ii� Vili'lUllS e��tt-ter�ts ��I' ��e �r�jccl, incl4G�iiit� stic�� j�r4�lilcs, lyptcal c�oss-scct�o��s, la�r�ut c2ia�ra�1��, fbrl Wor�t� Wo1er bt�r�ia'[iosc��l C'- � (icncr.�l C€m�itit�:is r�+orkii7� drawir��;�, �r�limir:ai}� �{����rit��s anc� s�cf� s,�i���l��,���il�� clr�wir�gs as t��e �wner iz3ay iss�i� lv clar�fy c>llzcr �lr�wi���x c�r fc��� #t�e pu�p�s� of sl�owii�, �i�a���;�s t�y t#Ye wnri� i�creia��l�er a��lEiori�e� h�r llle (�wner_ '�tc pls��� are usK�ally buuird se��aratc��r f�crrr� oil�er ��ar#� �f lt�c; C,Islllf7cl I)nczlm�-iY�S, bu� ���}� ai•c a pa�[ oft�ie ���n�rt�r.t Doc��i�tents just :�s 117o�igly il�ey vrrcrc� I���un�� �iiereu�. � C 1-1,1 ��'�"l'�= Tl�e C'iL� oi`Port Wor�l3, `I"e�ca.�, a in�naci���l corpora�io�z. a�it?r�ti�ed �nd GIki�F�ICF�.� 11I1��F 1�ie'�"e�cas State �tatul��, acl�ng 13� rtnti tl�rnu�ll its governin� bncl� �r �ts �ity IvT.{na�c�. eacti a�w�sct� is re���x��reci h� cl�art��- lo pertorni s�,�ciCic �x�#ies. �espoi��i I�i1 il� Fo� iitYal c:�r1i>rc�t�i�i�t of �ar�lracts ir�vo�vi�i� ��x� �i��+ c�i'Tari ��nrii3 i� b}� cha�[�r vest��c� i�� t��c City iV�ar�ager. Tcrms �'il}� a��d �wne� �re syn�n}�m�us. �1-1. X 3[:`l��'�' C'D[_��1�'IL: �I�� ���ly ���tcd ��xc� q+�alifie�l �o��r�i�� l�ocly vf t��e Ci�� or E�r��•� ���rtlt, Texas. � G f-!., �� h�l��{3}t- 'i"lic of�ciall�r �l�cted 1vi�t�or, or i€� l�ss absenc�, i��e Mayo� �r� "1'ei�� uf il�c �i#y c�t Fc�ri �loz���, '1'e��.�. �:�-I _ l � ['I']'� N����iACJ�R; '1�F�� {}f�Clil�a� ai�?�]{}ll���� �1�CL �1llL1lOCl��1� Ci�� iV�ilI�il�",CF O€ ll�c Cii� c�i` �oR�i 1�Vr�rih, T�xas, ��r 1�i� citrly� a�a#lzc�rir�ci �c�re.�enla�i�rc. �:1, y.1 fi G`li�f �1�i"��{��I�iFiY: Ti�e o�`f ic�;sll�+ a����i�zt��i (�ity �1.E�v�nc� oFt�e �}ily nf �or� V�1��t1�,'�I'exas, c�rt�is clufy �ul}�ar��cd re�3r���:��[at�ve, C�-1, I7 I 1�1�.1;�"I'(�I� C}F' PL113�I.�fC: W{3��14�' T��c: c�x��y a��k�ofi�#�:� I��rec��kr t�f ll�c �'sty Wir��r ���:pa�1 i�t���l n�' ���c; C`iiy of !��'nfE 1��l�r#I7, ' I`ex�:�, or �tiis �c�u�}� :�t�ll�o�i���i re�rescj�i�liv�, a��i w��rit, ��r �I��Ii1S. C' �-].l � 1)1RE{ATC�I�� C'1'1' Y W�`�'LI� I���'ART%1}1f�T= Tlre dKa Cy r���c�itti�eci c�fficsal ��` t��c C:�ty 4� l� �arl VJc>rtl�, 'I"cxas, refe�rud lo in tl�� C:li�rte� as �l�e C.`ity I�?zi�knu�r, �� ��is auClYori��il r�prese�ta�iv�:, �_'�-� , i� ���;r��: ���h� r��f��.t��� of ���€��i� �'o���cs, tl�c l�irect4�r af ilrc �tnri VJ��I�r V��Ee�• I�e}�ar�r����}t, cr�• liYeir ��M,1y autl�o�•i�ed assista�lt�, ���nt�, crx�ii��ers, u�s��eclna-�, or s�tp�ri��ic��dcjii�s, a��i�� wt�l�ii� �l}e sc;<k�e of lEie ���licular c�u�ic� e�rin�sled �c� ll�cru. �~� Y l.?�} .�:C�7�"T'R�1{ri'UR: �.'!�e p�rso�i, pe��c>ns, par�i�ersitip, conz��an.�, firtn, 11$StiiGlii�l[}R, ��r cur�a��ra�to,�, cis�eein� into t► cvj�fr�ct ��lls ti}� c]vrrtt�;�• fi3r tlt� ��c�:cMil �nr� c�f i�i�: work, ;�ctii��; �iwrccil� crr l��r�su�,� a�1Ki�}+a�t�hoi;�e�i r�}�rc,�e�����iv�. r1 s���3-cck��l�a�t�r i� ��crson, �i���,►, c�i�sr��.ltinn, csr ��t����s 4�r}{ler ����i�i��icl wit�� i�re �rinci�}al cantrtic��+r, su�j��yiz�g �a.i��r a�icl r��atcrials, or ��n�� labor, �O]' w[�rk �t �il� 53ie �� ltiC �?fo�c��t, C1-i ,�l S�TR�a,T11;4; '�'i�e Cc���rate 1�oc�i�s w���ch arc boia��{i k�y s�c�t� �ioiid� arc re��ui��:il wil�� �nd f��r lE�c ('c�rUr�nln�_ '1`ire s�re�Ees en�;a�cd are to l�e ti��l� re���,t�sila�e fnr t!}s: cE��i�� �t��l sa���G�ctotv ���1�'�t1��x�nt c�Fll��� �'ontra�.1 ;�iid Fnr �ut� �ttrc� �ll reyuir��yYcr�ks as set fU2'l�i iCl �I1�: �-17�]�I��Yc:� C1Vl:iklliCil�S ��r�cl �7�t�rove�i cl��nge� [�efein_ i•s�n bVnc;h 1U;��rr I�cF�arr�;ret.� �'- '� �atxtcr,�l C'��ndi�i�fi�s CI-I_2.2 'Z"T��: W��tI��1C�-S-fILf'1��J1��C1'. 'I'I��ca�r���le�edv��r�Ccor�t�;�,���lt�l�cI ir�anei covere�l l�}� 1�1e �'onlrar.� I�o��it�tcr�ts, in�l�di��; b�l uul li���ited to lhc turni�k��ng �,��II I�bor, i��atcria�s, to�ls, e�i�u�p�rt�nt, �� in�i�lEr�t�15 I��.wCG�S�"�+ tu �Ft�dLce � GOII��}1Ct0� �t� servicc:lblc pr�>��ct, C1-1.Z3_ W��IN�.DAY: A work��g is cicri��c;cl as a c���tyclar �lay, t�c�� i:�cluciing �att�r�ays, Suu�ia�rs, :�ncl ���ya I h��licC��rs, 411 1�VIi1[:I�L #�]i: 4tJ[;:if�'IE�t' OF (]lllCf CC�Tk��[140�15 I�O� �t���c�' tfic c:cs:itro� ol- i��c Cc�r�fractn� p��rnit tl�e per£vrrraa��ce n� �he �rincipal �uti� o� kvo�k� l`or a pc:r�v�l �f nc>l le�� #I�an �e�r�r� {7� �aurs betuFee� 7:0�) r� a��cl C:{}(} PM, will� ��ce�ti�r�s as pern�tte� in �rarag�•a�h �:7-7.6. �1-1��4 �A€_,�T�T�I�i� �]�1��: �I c�lei��la� �la}� i� any da}� ckFtlx� wc�ic �r i�ont��, ��o c�ays �ei�rg exce�,tec�_ �� -1 _25 f.}?C_iA]_,1 l[�1.11}�Y�: Legat ho�idays sf�a�i be oE�sezvod as prescr��seci by �I�c Cil� Cr�tar�c�l ot�l�rc (�ity��-Fcrrl Wc��il� ror c��s��:�vanc;� k�� Cit�r E�z�plcs��:�s as F���l�ws; i�Icw Y�ar' i3ay �1f_i.., �Ci��};. J�.I�irE��ciny �Cflq�1!"1.3� L1�]/ la��xary � f���31fCE �'�{}Il{�:.E'j l[l .�FYEll181�+ [.:Es� I4�cxiit��y ir� ivT�t� l�ilc��4�€������{:c fl�ty a�sl}� 4 L�i�nr ���y T'irs[ lV�ni�d�ty itX �;���tet�l,r.T 'I�I�anks�ivin� llay �`o�trl�1'l'I�u3-sd�y ii� hiavei����c�� `i'E�anksgivin� l�rid�y Tnurtlt T'rid�y in �lisvc-rr�bcf �'�ir�stn��s f_lay ]�ecember Z� 5u��l� uti,rr �a�w iR, �icu �}F��c�3id�,y� �s �lir� C:i[� Cs�uncil m;�}� ciclt-i�nine V�ti�t� r�ne ofii�e �i�iricti L�olid.��+� �r :� s�ec�al ��f}li�ia�r �s cle�l:lred l�y lllc (_'.I i}r [_'oll[1G11, Fal �� �xiti a.�sal�tr����� ��lL' �]{lIi{�f�y sl�r�k� €xe n��s�fve�i ���i �E�e �rrececlii�� i�r�day �r i�' it f�l�s c�r� ���ni1��y, �t si�aCl !�c r�bscrvecl on �fi� fo�l�wiii� !Y�{}i�ciay, L�}� F�lOSC CLl���}IO}+CI:S WOflCiji� []Il �+�or��it�� �l��y o��e�•�lic�i��. Lni��l{�yees ur�rki�r� �:�Ict�eitu° c��� operaliu,�s will cc}�sidcr ta1�.w C�1t:�ir�a� �1.nli(i�xy :�s � h�lid�y. � � -1.7.{i �IBFlR F.�1 �A.'I'f(��i�T,S � �Nl��eever t�ic �l31�r�ev�alions cle�rYed I�ereirl ��pe�r i�� �or�t�act I�)oc�,ments, ��1� 111��I1� �1C�� 1T1L8.[lltt� S�I�I I I]C il5 �O��OWS; �����r�� A �CT� L�IW 11ST'!� AW WA A�A �� f 11s�x] �. ���_ ��vck, ('I AmericaR Assc}c��l�orx {,���:�tc [�igl3wa� �ranspo�#ation �kf�ic€als ��xtiericar� S,:F�iety �f �'sw GI 1{,n�ir�ees�s Lr 1lccordan�e VYiii� l�ln�crican Soc�ety ��1' `I'esEir�g iwf�teria�s Arr�ezic�n W;�ser �V�rlts f���o�t:�lkon Aitteri�an 5tnr�dards Assnc�ntion f��ydrauiic [r�s[i[u�e l�s�a�l:�lt !�►ve�y�tc Ii���3cv;Mrxi �'as# �eo�t FoM fN€�rth VU.,i�t DcEr.u[i�,�rt! ��- �� {ieneF�ll �.Cnnhtlta�iv, {.'�, ['e�ic� ��i1�� {;] G��v�rtj�e,i irtttti L.ir�_ �.inc�r or Lixre�i ��; Msfn��o�c h+l:� x_ ivTax i u�um �'�[ll, �i+�1fY1f7lLlE�l ��l) Mil�ini� Ua1�an� Pe� I]{iy GTS �'uh�c �oot �,er Sec�fld I� l�ac�i t�s �.j"). i�i�ie3� D�arr��.ler (?_D. C�r�tsi�� �i�ni�tcr Ea F�3i��'er�l�eit �' �'er�t�g3�ade �n. liici� j'i. �'a��et St. �ir�el �;� �',1i�71� �rBCCi ��. �3['C� �^}� �(�i.CIIYE �aii"i� LJ�. l.i��e�.�r iocsi T?.I . T�)o�ct�lr. lror� C'.1-1 _�7 �ilA1�GE Oit��ft; �� "�'haiY�c �]e�i�r" is tE writt�t� strp�lemenl r��rec��Y�e�tt l��lw�en �l�e (�w��e�- an�i t��i: [.�ortt�ac�c�r cr�vci�n� �ar��e ttilde�� c�� c��clk�cleci itcm or i'ea�ui•e av�ryicl� ,�,�}� l�c� �aianc! ��c:���sary �nci �vhici, was r.��� s�eciitr:a� ly in�iudcd iit I���: �c:opc� oF E��e �rvjec� ���t w�iic�� t�xe 1}i�Js ��e:re s��t>mi�tecI_ i��c3-�ase in ui��l qut-�r��iti�;� s#�tecl ir� 1���: C�t�o�aosa� are nc,� ���e s44i�j�cl n,aEter o�' r� C:l,a���c ��rd�r ��,3 kcs� �tie i�cre�sc ar dec:r�ase is rrror� t��an ��°lo c�� �h� 3�3�u�ln� «f il�� �ytkrt�cular itcrt� caf i tcn3s i�i xl�e nri�in�l �rot����l. 1�l1 "�'li��i�ge C)�c���-s" 5�1��I }]C �1-���3�-i.�d �]� tll� �I�}� �IY}ill Ij7r��n�iai301� :�� necessary �'urni�iiuu! b}� #!}e C'���itrircic��'. C;.��� _�� 1'��Vf:i� �'TF�i.I�:,'��� �1�� 1�L..1���5: �L pave�i ���ec# ar �lie�r s���ll I�� de�r�ed as a streei ara�le�r E�:�vi��g oj�e ofil�c 1i�1lowit�� �y13�:s at�+�•ea�i�� s�irf��ce,� a���,liccl over �13� n:�tur.tl �iYitr��rove�� surla�c: �. A.ny ty��e �F a��,t�:�l��c concrete �vitli or v��i!]�c,tixi sc;�ss�a#e b�s� ��aiert:�l B. Ai}}� i}��c v[-�spi�alt s�rta�c trea�me�t, jr�t in�l��cl�.�3� oi�ed, surf�,uc �_ Br�cic, witlr c>r �vEl��oul se�arat�: I���e ms�icrial I), C�kucrc�c, wiih �r �vifltaut separ�fe bas� m.���rsal C. �s�y �:���1�E�iiYalioR� c�f �l�e �t�ovc ��-�.2.9 �JN�'11��tI� S'L`1�F..FTS 11NI] II�.L��S: �t� ��i���'v�:ti sta'e��, t��l�'y, ��a�lway, ar others��rface i� an�+�r�a, exce�i Ih���� dcf:�r��r� a�avc �c�r"P��ve:d Slre.�is a��d �1lleys", [' 1- I.�0 �.�'['�_��l'Y� �;'�:T�: �i city sirecl is ilef �ne�l as ll��k a�ets he��v�:e�i #he ri�h# r�f kv�}r I�r�es as i��c sirae� is ci�.��ica�r:�l. �nrF 4'l�,�il� WsoRrr F]cp�alfr�t;�rl G S �C11i'i%4C C�UfF4Iif1{5L1S �l-�.�1_l�C}AL�V�fA�': T�e r�a��w�y is d�tanecl as thc area �ehve�n �ar�Elel ii�r�s �+.�o (��� �CCt �i�l;L{ l3l�t�l� L:LTl�] I11ltR �31- F{}I1C ��'� fee� bac�€ ot' I.I�� s�ve�ra�c eclge o�'pa�i;t��c��� whcre no curi� e�x�st�. �l-1.�.� �1t����,I. ST1��T: rl �;rav�.l sl;�el is �r�y �n��v�cl si�cel i�, w��icl� 1��� #��ctr �dd�d o�re c�r iii<rr� :����i�atinns �f �ave� or �ixi� ilax �uat��ia1 orf}er. lhar� �tie n�►ll��:tl r��t��a1 fo�nc� on �he slr�t sufF��� ��:�urc atty u�pfovcmc�t w:�.s t�Yadu. E=u�� W'rrF�li Writsrflr.p�i�,t,e��t C-G Gcnee.�lC'+mrEiliofls s�;�r�`���v c�-� LAJ'I"���E'ItET�1T1(}N 11N1� �'kt�.Y�132..1�`F�E�)�i ��f{ ��r�c��c�s�. C'�-�. L P.L�.C��'��S�IJ.� �[.)R.M: T�i� �wr���r wi�� �ksr�li�t� bicicler� wtik� pr��posal li�rrri, whic�� �ill cc}��l;�i,� a�� itcr��ireci iis� �r�ly.c; iE��n� of �vor�C lo bc clo��c o�• r�����.�r��l� tu k�c fi�iriis�ied ��3c� u���n whic�� bic� firr��:es a�-e r�c��icstoci, T��e Pro��sal f�rir� wi[l �1:��� ii�c Bi�lrlcr's ��t1Cfa] �i#lclersi�lJ1[liii� Of�tll� �r��[:c;t i� �}� Gi�il3�l�tCC�, �rovic�� a s�ace fnr �iu�vsluu� i��ie �ncsutyi �f �is� secr�nt}�, au,3 state t��e I�iusis Fnr ca�lcri��� i�tt� :� i'�sr��t.�� coi�tra��_ Tlr�; �}wi�cr w� I1 !'t�ri�isl� fori�s f.�r t�,c B�,�dcr's "`Fx����i��i�e k�e���rd", "k:q,.ti1��t��t�i 5r.�rec��4�e", �n�i "l�ir�an�tal Sl���t��cs�nrrr#", �1I O�lY�liCll tlii24� L][; �C0�3�fI+� l::Ct;CU�C� �17c.I {�1��:[� xb'1tI2 ttl� I�li-CCtl3F of` ��I�c �'i�y �Vatcr De�,ai�in���t �i�e weeE� �sric��• to ��x� haur for o�c�iu� �F I�t�#s. �`l�� C���ttc�al �l�ier�����1 rc���air�i sl�all t�iv� l�ee� preparei� ��y ar� �ndcpe�d��i� ce�li���� �Ltl�li� accowit�i�t vr an inii�pcn�en� �uh�ic a�c�sun�a�it l�{�lc� i�g a�alid �c�i7iit iss���c� by a�� a�x�,rcr�r��te s�t��� �i�ensin�; ag�:s�cy, ���<L �lia1l lY�v� I�cctr s� pr�pa�c�i �s to rcf:lec�t #�e ct�n-�n� linanct�l sr�t���, "��his sf��c�t�e€�� r��s[ �� cx4r��ni atti� ���t [r�c�r� lli.�2r c�t�c: �!) ycar oicl_ In t1�� c:,sc tlitkt n l�idcl�ng datc fa��s w�tE�i� tlie �ime ���w stater�enl �s �,�ittig r�re�r��reri, l��e �T�v ic�K�s stale�Yenl sl��! be ��p��:��cxl kry prv�er veriltcatioiti. I_iy�Ed assets in tltc a��iotant n f' ���z � l Q��x� pe�cent � f tlzc e,si�n7��ecl �3r�ojc:et cnst wi�� l�c requir�ci. �'c�r i�t� cxYxe��ie��cc record ic� I�e �ons�iicrer� to I�� �cce�iFt��r Ic �`nr a���+c;r� �ro�ecr, i� ��t�s� rci�c�E flrs� cxper�er�ce ��i't��c rirt�r s�e�C�r��; qua�ificatic�� ��� �vo�k vf bc��i� If�c stnne r��l��re i11t1� �1]}l�;ill�llf�C: 8S ��1�� {}f ��lE ���•a��:ct fc�r w�Yiclr �i�{�ls �re b�i��� rec:esr�e�, u�ci sucPt ex�seri�:r�ct; rrl�xsf ���ve 1���� �i� �r[�jccts c�m�rlct�:d x��i ntcrr� tl�t��} i�vc (5) �+c�rs �ricrr to I��e cl�te c3� w��icii bids ;�x'� E� i�e r�ct*iv�xl. '1'!�� I�i3-ector �f lhe WaE�r �cparEn�er�� shalt E�c so�e���d�ye a� �o l��c; :�cce�ksfl�i�il}� oFcxk�ei•iencc i�r q���l��ca�ica�� to bi�l s��� any Fcsr W�rlli 1�a�r� I�e{�artment �ar�jccfi. Tt�� �7ft�S�)�CF1Vf; �?iCEi��F SI3��I� 5{:1���1xI� ��I#; �.L�tC1�]IT]L'17� IlU �lt'4� �b'�11Ir�l�le for l�re �ro��:f a�Yci st�rte ���:►� l�c will �esr� s�cl� aci�li�io�Ya� ���ui��rr�c�rt �s ���ay h�: ��c4�l�ar�ci to c�������e.le �1�e �tira�ec� on wl��c.l� I�� stibxnils a hic�, C;�-�.? �l��__�.Rl'}t�:TA�T��!_,�.� ()iJf�i�1T�'�`�}S; T�1L` C�l��]]��Lll',.� UI�W�T'jC �17� i11�i#�F]��S t0 �c� fu��vsh�d as r�7�y be lisEed ir� t��e ��ro�o.�al t����s or ��tl�cr �a��� o f �l�e C:ai��raci r�c�cur�,��,ls wilj b�; can�iciercc! as :���r�Fx i��iate o���}+ anc� v,+€il t�e t��cd ti�v ih� p��r�kos� ai' con���a�iii� bi��s �x� � ur�il'ornY �asis. Pei�i2ll'��1� ��'I Ii Lltf Ill$Cif.` �[7 L�IEi C:Ot1I!'&CCl)T �L1r L1Il�� �tlG` �c�ru�� quasi#iEi�s of w�,�k }�ctforn7ed c��- �n�tc� iais fumi�tred in stricl ac:cari�aiticc wiil� �ix� �«n�r:�cl i)c�cum�:nts ��ti�! �'I:�n�. T��c c�ua�ii��e� �i-�vork E�+ I�r: ��r�or�ne� a�rc� ntatci•ials to �]C fl.lfl118ti�{I ]�.7.:�}� 1�e incr��S�CJ Of [Lccr�:�iSC{I 73 Flcfe�lllh l��i- �foVi[l�:t�, witl�o��� in �Iti}+ �ay invaZi�la[e��� �IY� ����i� ��ices biil or 'sill}' €f�ll{:i' �'(:{�111i-��ll�l��5 Qf� �tl� �[7T1ti"c�Ct C�C]GL1Tll�fk��. �'�-�,� f??CIICv�I?�1�S1C}I� (�I� �'�1�Tf�r�C_'F' f.)CI�`EJI��;1�'�'� �1�1D �l'1`}� [��F ['k(�.���T: �3idders �rc a�1v�s�cl �iz�i [l�c; C`n��trf►�! �o�:��i���e�}ts on �lt� ��riii� th� (�w��cr sl�ail con�titu�e ��! o�ttl� ln�ontl�tl�i1 whi��t 1�it; �Wnc:r ��lil ��1rn15�71. All �[�C�'ll3U�fa� ir��o�'lik���c�f� rmd cii�.ta Wjjic;Ei ll1t; C)WI]C�' Sll������ �I��r ��O�lit]I�aiiot� O� tll� ��In��� �'os�trac# �]{�cu�ric�ils sl�ail l�e issu��l ir� lf�c lon�i ot`w�iite�� ar1r���rdK� ���1:sh�[l ��e;t;����e �r��rl uf 11re �'{�izEra�i Do�.�tn�er�is j�a�� as l!1€�t��h suc�Y �ild���d:� we��. �1C#�I�Iiy �v�it�;�� i�lli� SI�� nr2�;ii�:�� �.o�itr��:l �t�GEllt�etllS, f1,�t Wor9f� �Va�ta I}e�,;�r�mr,�ir ['- 7 Cicorcr�l C'ir�{lilion;t 1�3icicl�:rs arc rc:c�uir�cl, l�rio�� f�� l�li�Y�; ofp��opc�sal, �{) TC:c�C� #ltl� k11:{;[}3�7� {��iril�fet� W�I�1 til� C�4ritraci 1�t�cuTl��l2t5� io visit tlre siE� ol-t��e E�r«j�c� ai�d e�c���i�� car��'u�l}� all local �c���d���nr�s, to i��for�rj lErems�lv�:� i�y ti�c�ir ��wn ir��e�enrle�� r�earcli and ir�v�sli�:�t€oe��, tesls, #�orir�gs, and b�r �uch o�l�er r��ea�s a..� r��y be nccessary to gain a c.�rn�l���: kl�owl�dgc of ih� cor�rlili����� w��i�h n3�y be ��ico�i�itcrcd d��in� tlr�: c:c��struc�ivn n1�1��e �,r�j�c�. 'I'i��y rnust}t��g� fa� #i�crrss��v�:s i�t� c�Ef�c��ltics of lf» work a�cl �ll a#�endiYig circurr�s�auc�s a['fcctuY� lttc cos� �F�loiF�� wotk c�� t��e tir��� req�i�ed tar iEs ��rYr�I�ii�n, a�,c� r�k�ls�irr all ��Yfon�ti�tion �ive�x b}� �E�e �wrr�� �r �ny repr�����1{k[�vc o[`il��: {3w��e�,�}�e�r tk���� i���# ���n#�inecl in tl�e C��F�a�t Ilooun�et�ts �[�d at���cit�lly pr��YYt�i�;rtf�d acicie�da E���:r��v, �l��ll be 13i��ii��� t�{}nr� t�e (�wiier. Bi�l�l�r� s���tll r�ly �xclusiv�ly anci �nlcly ����o�t Eh�ir vw� ��#iir�a#�s, i��vesii�;��ti�t�, �c�c�cl�, �es��, cx�lcr��t��ns, ar�d oit��� data �vlv�t� arc nec��sary for �ull a�Yc� �utr�plcte i��Cc�rrna�inn u���r� �v1�ic�� ll�e �r�cxpos�l fs to be ba���i. I� i� mX�t����ll� agr�ec! tl�a� ll��: s��hmt�sior� c3�' a�����as:�[ is prir��a��acie �vidci��c lh�t �I�� hir�r�er #�;�s r�iadc [fs� i.r��+cst��;a[ians, exan.iie�alior�s, ���d ies�s f�crcin r�i�uircd. Cl�ir,�s For adc�i�io�ti:�l c��n�����aliai� �jue lo variatior�� Lrciwcet� tlu c.o��c�ilio��s e��cc�u�iered �n �o«�ruclinr� anc� ;�g ir�siic�te� it� ttti� C��ntr�x�f D�cum��ts �il� nol b� all�v�Fed, T��e Ic��s n�'���1 �3ortiYgs, ii`:�t�y, s�rowin� u�t �t�e: plr���� �rc for g��cr�l ��a�`nrtr�s���o�� c,��ly �ci n� �,y nok �e �orr�:�:t, I�lc:ithcr Ft�c ��wncr i�or �3�� �;n�in�er �;uarantec k k}ai I.lie il�#a s�7cxwt�l IS i`��5f`cs�.Cil:�liV� �C�Un�{it�ons �v��ic�l ;�cl[i.rG!}� c:�;asi, ��-�.4 �[!.�lv[1T'F��iC� i�f{' .�}I�.�J}�}�AL: �1'Ji� ��1CC{��i' Slt�l�t S111�121it 11f5 Pro�[�sal o€� illc �`orr�i �i�n��isl��cl hy �I�a (�Trr�er. AE� Isi���k sj���c;s ����lict�k�fc Ec� 1���: �rrcr�ec� cc�nl.;i�xed ir� R1�� fvntr s1���11 i�e corr�ck�}� tilt� it� aG�ei tfre S�d�ice shal� stalc [hc price�, wri�t�n irr �ir�€ irr botlr w�rc�s ��z�l s��merals, #`�r� w��ici� 1�� �xrs��ruscs [� �Ic� lt�c wark co��Ec����latecl or �`i�rr�isl� I��� r�taxc��i��l� ��c���i�'ed. �11� ���ciy �Sri��s s�all I�� w�it��� �e�i131}�. �rx ca�� �fc�iscrr��a�r.� ��:fWe��l tli� �7C�GC ��Vrit[t�n Wt�rc�s ar�[I tl�c. �7rice wfl�[��l ]Il fl11i13[=[�tS, ���i: ��it�c nrosi �dvan[agt:ous tu ll�� �'�l� sk�all ��vern, fi'a prc��usa2 �s submilt��d I�y atti ijYcliv��u:�l, I�is c�r �tcr r�t�n� r��ust he si��ecl by l�ini {l�cr} or i��s �i��r) d�aly �uthori��:d ��gc;n�, f�u �Sra�ns�i is sr�l�n�i [tec� h}� a(i�zi, ��so�f�tic���, vF ��tl��er�lj.ip, CIIC li�1T1L dIZi.I �{I[.�i�55 [1ie3C�� R1e�31��1' I�11tSk I]e �IVCI3, �td f.l�� p�'e��os�l t�lusi b� �i���ed b� a�neml��r of il�e �`irjii, associacit,ir, or partrr�:rsk�i��, c�r �� a��c;rson c�� Ey �xz�ll7����c:d_ � F�'� ��opos�� is st�htr��tf�d �j� ��c>rnp�n�' or c��r�rc�e�lioR7, �he compa�ly or �o��«�:�te ��ai�Ye atrd bx�strress ��f���es� 4������ ��e g�v�n, a��ri �he �ropos�r� si�ricci ��y an v�Fciak or du��r �R�ll�nri�erl a�er�#. '�'he cor���a��: scaf r�t�s� hc �#7ixed_ Pc���er oF rlll�rn+�y a��t���riri�g �ge�tfs or ���jcrs to si�n ll�c pr��rusa� ���us� �ae �rF���t�l}� c��-�i fi�cl artd riYust L�c �ry v�riiin� ��ryc! sul�tiritt�:ci ��iE�� �l�� prr��rc�sf��. C���.S F�EJF,C�=TC7I�_C7F PIt(�P[)iAL.�: PrvJ�c�s�:l� ma}� he rejec:ted i#'�hey sl�uw art�{ n1E�r�lio�� c,r worc�� o� fi��,res, ac�c�i#io�rs not ca�led f�r, caRciitiona! or �.<<����lec! �'c,r �it��n�xle biils, i�comp�ele 13ir�s, er�s«res, o�� irrc�t��aritirs c�f;��ry kit�cl, or c:ar�ia�n n��b���.�ric��E vaiu� r�fat�y ilc;irys, P�x�pasal ic�t�ciereci oF �ic;Eiv�r�eil ���i�r lll� oF�ici��l li��re �lesi�n��cr1 for recci�t ot`���u�os�l sl��I1 b�: s��t�m�.c1 tc� t��c �3i�fc�e� �inn��t�ehi, E�oer Wosi�� Wa�cr Ck.pstr#��tt C'- 8 (ir��e�a! i`.r,i��[iGi{}��s C"�-�.(r 1,31r� �T'('iTf��TY: A!o p�`+�posa� w��l �c cc>r��icl�r�:�1 u��l�ss tl i� accc�m��tuiicd i�y � "�'rc���c�sai �ec��n�}r,. c�tll�L• cf1�r���:CC allcl in t�lC �l�i101�lil irrt�ic�t�;d 1Il t�l� "��iice ic> Bi�3rJ��s" auc! lize "�'r��p�sal"_ 7�IlE: B1i� S�C:i111�� �� ��:I��li fE{� I7� tL�Gh C�Wtl�C 35 �Vii��1l�� i]F �c�c��i G,ii�r ��7 tli� p,31� C7f t�1C I�1{iCL�F� airil b� wa}� uf {� ���ra�3��+ �i�af if ��wtirc�ed I�Yc �or�leac�, il�e Biil�3cr will, willxiiz rlie re�}uir�.�� tki�ti�, cxcc���� a f�rnzal cc���ira�t ar�d �itriiis�� #Eic rc'c��i�red ��rli�r€r�tir�c��: ar�d o�lier l�onils. �hc t��d se�urfly ot�lhe 1l�rc� 1<xwr:st �idd��s w�11 bc r�eiai3�e�i u���iI li�c r.anlr�cl is award�:cl �r�tii�r c1i���osition is i�i��l� #ia�:renC 'Ii�e: I�i�i �ec;tu-iiy of al� c��l�er l�2ddc:rs may ��e i�elu�ne:ci �>ro�t���i1}� afi�r t�i� c��v��ss c�fl�i�i.�, �?4�.7' i��i:LiiT�R� (]F f'�I�l'�Sf�I�= �� �7�0�}�sd� wilj �C CAriSIC�ret� tin1L55 it IS delivcred, acc�rar��anic:d h�+ its pro�e� F�icl Seciu�ity, l{� �l�e CiC� IV��i�ager �r I�i� re�r�s�j7tat�ive ir� t��e of�ic:ial �l��cc� c�Fbu�i��ss as set t�r1Y� in zhc "i�1o#ice to 13id��rs". Tt is �he C3ic�dcrs so1� ��:��3c�r�r��bilil� �n ���ivcr ��e prvj�c�sal �t tl�e prc}�,cr lirr�c to #he 4tiro��r plac�, T�t� �rY�rc fa�t tllat � prnpc}�a� was d�s�ratcheci �vi�� �tr�t I,� c�>rt�sc��rcc�. Tl�e f3idd�r ti�ust ha��e �h� ��rc�}�us;�l act��ally �ieliv�:�ecl, i?acl� proposa] s�i;ill be �r� a scaZ�cl csYv�lo�� ��ai��ly rrt�ekec� �vitt� the wor�C "Y��i1i7S�L", ��r�cl �h� n�nc� �r c�e��ri��i«n ��t tl�c ���o�ec# a� t]csi��ated in �hc "Noli�� to L�icld�rs"_ TIYe c�vel��e �h�lf he ad�ia-e� ,ecl xv ��1� Git� �vi�ut��;ct�, �:i�yl=fatl, �art Worl�i,'1'��cas. C;�-�_� 1T�1T�1D�r��'+�[N�7 �'RC�P[�SAl.S; �'�o��as�ls :�c#t�a€ly jlcd w�t�i #hc C`iEy 1V�ana�c;r ca���to# bc wi�hcirav�rri pri�� lo l�ie iir�3� s�� ��r o��e�i�x� IJ�c ���opos��s. r� r+�c���e.�l �Ci� ]IOFI-C[}I1511.IC���i[f�ll ��3 �3T0�3[]5�1� L2il1S# �]C AI7.3�� 1i! Wl�l�11]�, ac�cl�-�ss�.cl l�� ���� �'ixy Arlar�r���r, ��t� ��ccl will� lu€n �3ric�r [(� ih� 1i�]iC Se� �s�r i�i�; c��1i;�lili� [�f �rr�+}�r�s;s�s. �11�cr atl �}l-p�i0iilj.S j1C}t f�L�il�:fitC;{I FOl` 17S}I1��C{}r151C1E',�iit1L]jl t�re {}�Seneci ��1d 1�tiR��li��y reac� al<kuc�, L�Yc ��ropc����s F�r ��rl�ir:i� ��c��t�c.�r�sic�eralic�n rc:q��csls 1��ve I�een }�r��rcrly filed n�:�y, t�� �li� c}plia�� o�`th� (�wner, he r�Ew-���� ��t�n�,enc+l. �'?-�_9 '�'�.L�C;RA�'1�LC �v��C1�E�ir�C'AT1C_�� C��' I�F���F���1�..5: AF1Y I�i[�l�Ci` i�13]{ �1217��1,�� his prn��c�sa� hy tcicgra���ic co»�ixrtt��i�������� �3� �]i}� IITRe pr1U� ��} t�l� t in3�: �e[ �Qr O��iilJJi� ��rn��ns:�ls, �Sr�rv�cle�l su�:lj tu���rss�l�ic com���ui�icat i�n �s r�:�eivcc� b,y t1�� Ci�� Mar�agcr �}r�or �n titie sai�� �rnl�osa� opeiiirY� lirr��, �inc� ��rOL�i{��{I �ftlti�, I���� #lie Ctly Ma���;er �s s:xi�slic[1 [i��x� � w�llte�t s�ncl dul� ��xt�l�r�ki�a�e�l con���nr��.tjon c�f s��� lc���'t��,��ic c�u���tunic:�tion �vcr t�t� wrili'�r� si��ai���•� of Il�e hi�d�� �va� rnaile�l �,r�o� its lite pr��co�al �pen��� lime_ TJ" s�clt co��finn�llion i� nc�E re�ceivecl wil.��i�� tl�� toi�y�ei,��11t (�18� ��o��rs a#��r i��e pr��osai cxE��r�j�� ti�ryc, tycs �t�rti�er �nr���cle��iioa wi ll [� �;ive�r tu tiic pro}�asal. (-'2-�, � D PT_}�i1,�C. [71�rT�II*�Ci ��� F'��}PC}�iLL: YFO�c)���8 W�i]C�1 Il�ve �Seerl �r�>�{.�'�}+ Eii�d �t�tc� �or wl�ic�� ��c� "RI�n-�c�nside�-�i�a�� Rce�ucst" h;�� I,�e�� receiv�� �+�iil he �uUli�i� c�����e�d at��i rcad t�lol�d I�� �i�� C'it� 1VFat}ager �or l�is �!u Ey ai�tt�t�ri�ecl r��ar�scn�t�live at tl�e time ancj �31r�c� inc��c�lcci i�r li�e "hic�tic�: iu L3idc��rs'". �111 �rc�posals u�j�icll t��v�: l�ectr o�cnc�d ar�� rear� wall r�mai�, o�i I"ile wj�lz �h� ()wti�� u�}�il ���e �ot�tr��ct I�as k��en �w�„��cd. Biric�r;rs �,r ll�e�r ����hnr�•r.eci f��r�scul�tive.� are invitod to �e �Sres�n� �o� tl7e oper�i�� o f bicl�. ��-�_ � 1 fl��i��C.�lr�.�R PFZ(7k'C��AL�: Propo�als �1�a11 b�: coiysicier�:s� �.� ��i���; "!,�-�e�,�llar" iF lC�ey stt�>.�v �w���r nFnissi�sr�s, �It�t�k4ir���w �,f fc�rr��, �wdili�ic��r�, c�r c��n�li[i���,� ���k E=n:1 W�ar�h W��i�Y !?iF�urGmciil C- {� Ci��tt�;�� {.:4,rnlilioai5 call�sl €'«r, kJfiiili��i{1ii�C{� 3I��i13r7L� L7k{.Ll;, �r irre��lari�i�s uft�ny ��i�d, liavc�ever, t��c Owne� r��erv�s lhe ngF�l !� w;��ve ��ry ���c� all irf�gula��ies anr� io rt�a�t� Liir. �v,+arc! c�F�f�� conlr�cl to tlle b�st interest of tlic �ity. 'I"cnderi�ig of a�r���osa� afle� tlt� cl�sing h��r is an irr�gularily �u�ii�h c�t�ttiot he�►�siv�:d. ��-�.1� I�[�[��9Al,t��f('A'X'��1� �F 13�T]DF?RS: I3icldcrs i�}+bc ��q���li�cd KY���I ll�eir �ro�osals �yal coos�d�rcd tor aity of, �x�t flo! limilec4 tc� , il�e fal Ic�w�s�� rea�;c�fl; �►. Rc:�,�����s fc�rl�cl�e�ifi� t}�i �:�llusioii exisls �n�crug k>idclei�s [3. f�ea,��n�bie g��»nds fvr k�elievir�g t��a� a�ry biddc:� is ir�t�r�stcd in nzor� ll��r� oiie r�r�pos.�l to� wvr�C c��n�em�l�tecl_ �, TLSc l�r��er bcitrg �tyler�tcd in any �i€�ga��an �ai rrst lh� [�wner �r wl�e�e tlrc �w2tcr may liav� a�la�i ag�irts� or I�� e�cag�ct ir� lit�gatjon a�ai�st #lt� hit��er. �]. `I'he I��d�er �eir�g �n arre��s ���, at�� ex����rrg cont��c# �r li�vi�ig def�ul�ecl �rn a �rcviol�s conlract. 1:;, T�tie bic��3�r I�;�vi i�g perforr��ec� a pr��r �ont�-a�� i�� a�� ��rts��isl'ac#c�ry n7anrr��. �', L�iC�C O�COltiN3CECll�� �1S t'�VC�Ii�� �}� ��le }11��incl8� sl���em�r��, ex�3��i�r�ce �f r�:cxxt��i, �€���i��ins�jil sc]�url�Mlw, �i14� SllC�l II�[�ul�l�5 a.� l�le C)Wllel' kilr�}� ��� lII i0 i73 iC10E: � �;_ i��co�����l�teil wr�r�� vv��ich, �u t��c�ttcJgi��ei�t ol'#h� [�wrt��•, wiil p��vcrji c�r ��s���er Ihe }�r�Rr��t c:nr���ielicru c�f �cJc�ili�i��rl wc�rk i�t�war��cd. .!-�.. 'f'he hidct��' n,ot f ling wi�i� lhc C)wry�r, cr3�� w�uk i�Y �dt+�r�c�e c�f ll�� hs�u� c�f tlY� open�ng of �i��p�rsalc lhe �'vl lowi���= 1. Fi�Ya�Y�;i:�� �ratui�zct�� sl�owir�g tl�e E'ina��cia� cc���cii�i��� of [I�e bic�der �.� ���cci ���I iiy P:�r� •,�l" Special l�����ciio���s. 2. A cu�rc»k cx}��nencsc: ncorr3 sttou�ir�� es�ect�lly t��c ��ro�ccl�s oJ`a rraiure sir��ilar L�s ihe ���e �,n+3�;r c:a�ts��cralio��, wlfi��r ��c�vo hecn succ�ss�i.�l�y cn�r�l�ielec� i�y ti�e Bici�ler, �. 1Lti �c�uipttYcn� schccl�� le sl�owing ���e �yt�i�r����.�i �he i�i cicle� �tas �u�ilai}le lu� �tse ury I��c: ��rc�1�:�E, T1�c:Bi�i �'��poaal t�fa �iclrler wE�4�, tn ille�ucl�er�t of�l�c r�t�i���.�e�, is �ltsclu�li�cci u�y�aF �Il� ��4�I,lli'�iTlC;6l�S 9���C[I I1l;F�;l�i, sli��� �e se� asic�e anr.i nnl ���n�cl. f or[ Worth �"�ll�f F)rE��iiu�ott {;- 10 G�ncraC C'uiodilioos S FCTIC7�J �:3 -3 1�'1�V A.��} l��} E�C CC�� 1�i'1��1 ��� L}�J[; [ JML:�iT`� C_�=3 I�`I�I��IT)rC�A�'IC}i� C���� I���OI�C�S1�i1��: 1���:'f L�l� �3I'C1�)OSaiI� �1AV� I]��il {1�7��C� �tc! rcaci a�o�ld, Il�e �rc>��nsa�s wi�l ��� i:��3��1��i�d on l��e 1�.3�i* �}��Irc c�rir�ted �>ric��, l��e qua��tiEics s�iowi� in ����. �€cs�aosal, atit� tl7e a4,�,l�cali�« of` si���� if��,ul:�s o� c�tl�cr tn�t�iods c�f hr;,,�;tr�� i�c�vs to � uc�mrr��n k�:�sis �s s�t�iy l�c �.�Ic�l��ish�;cl ii� 11�e �c�n�ra�t I�ucu�lYcnl�. 'lrtie �o�al ohlai�e� h}� t:��r�g tl�e s�am c3�' �ltic ��rodUcts of u�tiit pr�ces q��otcd ar��i the c�sliri�atcxi q��ar�lilie.� �r�us m�y Ittrt�p st�iix i�ezr�s asicl s�cli oili�T c�uc�i�cl as�u��i�ls as i�ti�y t;��teF irtio fl�� cost oFl�e c�rz�����tcci p��jcct wili he cor�sid�ted �s �he sm��unl c��il�� hid. i.�ittil the aw�rrci of tl�c cor�trac# �s �nacl� l�}� �Ye t}���r�r, li�e ri�lY� wil� be re.�ervecl lcr r��eci any or all ��roE�o�:a�s a��d �vatvc #ecl�n�c:�� ifies, Cu re4adv�r��s�; li�r j�cw propas�j�, or to prucc�c� wi#}� �he �or�C i�� :�r�y i�tar�er as n�a}+ b� c'c��tsidered fr�T ih�; bcs� �r�tcres� of lh�: �] wncr. C;3-3_2 ��I���RIT� k3�J��SS Et�]'I'EItPl��,lWi]M�I�F {�1?�i�l�� T3��TC�1;�� r�1"�"��r�i'Ri�F? {'�7IvIF'�,F�iN{;�: C:c����ra�tor agr�e.� �a �rrcrvsd� #o �wner, ��1}��Y re��uest, �a�rtpletc: �sir� :�c�:t�r��tc ii�fi����t���xliv�� r�gr�r[liri� �CCU�� Wc�rk. �txr�Or?il�'.c� by �� N1��4�rily Di�sit�4:ss 1{.nt�.���r�sc. (i�r1�L�} and or a�1Vc�n���-C�wited �3usiness ���ter�����e (1�V1.3�-,} nr� �1rc ctsttirac.� at��1 c�te ��:}�n��nt #��c��•��ore. [�;n.ifact�r furlii�f a�;rees, u��r�t ��,-qucsl 1�} lhe �w��er, io ailnw a�rl. a�tcii� �tn�lor aiy examir�ali4�zl u�tiit}� I���n�s, rc:c:��r�s, ur L��es i�� �ire ��t�s9C�siuil UI-C'oillr�clnF ll�al vs+ill su�xs��3�n1'l�te f��e a[;Lllitl wol�ic �)cCFnn��etC i�� t�iC �I,fBE nr V�fB�_ l���y ji�aterial �r�i�re�3r�.�er�t�uori oi` �r�y i�a�ur� wili �e �i�x�rrd� ft3f ��r�zination crr �I�e c�nir��ct a�iil I:or irriti�xting any acuor� un�cr approprii��c ��.d��:�i, slate, nr Inca� ia��s ar��� 0��3��ry��}c��s r��t�ii�Y�; lrs f�ls� ����te��ea�is; f�ri���r , az��+ sucit ���isre�res���#ati��ti ��tay he �z�o��nds f�srclis�u;jli�ct�fic��� csi�����tracic��-a! Ciwiter�s [�i*cr�:�io�} !'urlxicl4�ii�g on fi��urc C:�iil��ac#� wit�� tl�e �wr�t.r r�r :� �c�-iod oFtime �«st l�ss tl�,��i �ix ��i) �rtcsntlis. {'3-3_3 F[)Ul�L l;Mk'�_,C}�[v�k:�T �i�C}Vl�i�f��: "�'h� (�o�Ytr�tct�t� cha�l cn����ly ��i�lt �:�z�eenE f'i�y C}rriij�:�r�ce ��r�liil�iiii�� �ii�cn�trit��lion i3i ��z�pio�+rrrc:iik �rac��c�s. `I"1�� �:or�iracl�r slial I�r��i llY� r��uirr.d n�lice �c� iErat cf�c�t on tti� �Src>j��t sit�, a�id, at his ��:cYt����, wil� I��: prc3videc� �.�,�i�lar�c� �ry f�ie Ciiy oF FoFI 1�orl�i's E:r����G li��zE�loy�r��tk� �irt��€ wh�� w ill �cFcr �s�y q��alitiect ���lic{tn# �ie ma�r �:�ve ��u lile it� ��is �!'�ice �cs �1zc� Cr�iitr�xct€rr. }����rc�p�iaie ;�4�Cic�s �t�ay be :�cyuirr:ci �i�sttr th� f:cl����l F:r�,plu���ieiYt ��'��er, �':�,�.4 W�f�C'HT�F�I��Nh.L �1? �'l��I'(���LL.�: 1ii�c� a g�x�pnsul jt�s ���zi r�acl by �he {��vi��r i! c�nrio� be willz�lrawri �>y th� �3icl���r wiiE�ir� �i�rly��ve (�S� cit�}�s atk��• t1�e clai� �r� whicl� [�tc p��o�osals w��c aper�eci_ C,':3-3,5 I�VI�'AJ.�.�) C)� C�}i�iTRr��'l'. '�'he C]v�rt��;r r��;crv�s l�e ri�h� ti� �vitlil����cl fi:�al ��cli��� n�� l��e prv���*als fc�r a rc;�son�b�� �ime, nol lt� cxccecl l`o���y-liv� (��) iE�ys �f�cr kh� date �l'o��c���i��� ��rn��nsa��, ar�� it� i�c� everti! wi�l �r� r�warc� #��: t�r��c�� 41ni�1 rki��r inves�i��[iori� i�avc b�e�� ni�cle a� tr� IIYc res�ons3bi�i#�+ �i- ll�c {�fopo��r.� ar�ardcc_ �'or� 3NuaYts 4vs�o� E�c�;�rf�Fle�t� {.�— 1 j ���neral #..oe�ditinn� 7'Ix� awa�xl nf"���c c:�tktract, tFan av�rarc� �s t��icie, vvi�l b� lt� lhe iow�s� �str� �x��t res�c��s�hl� L�ir�cler. `��he awarcl �CilYc c:oEitraci si�all i�at be�om� eff�cliv� unEtl ���c C?wner I�a� notificd lhc C:o�rt�acln� 'tr� ��rrifir��; ofsK�ci� aw����€i_ C��3,� �E'�[JR� (�N ��t��*(���lL SLC:L�f�1Ti�S: As sonri as pru��osec� pr�ce toia�� havc k�cc�� de���min��l f�r cojt��st�rison [�f hid�, tl�e �wr�er r���ty, �� iis cli�cr�.liuit, rcltiir�� ll�� �rrc����sal scot���t}� whic�� :,cc;c����pa�i�cl UZc 4arc�pasats �.�l�icl��, ia ifs jt�d�;€r�€�nt, �vo�icl nc�i be cvnsi�erc:€� �or the award_ ��i c�t�e� pro�c��:,l sc���r�Ci�s, ust��l��+ l��ose oCif�� L�rr��; towesl bi�d��s, Wilj b� PCtBII�� �f Lhe f7Wl1CC llJl##� ll7e rC�llli'�� G[�flt��t�t �i�15 i7�il e�C�G�t�ci a[�t� lxoc�d fumi�heci b}� �he C�w:icr lias «ih�rwise dis��ose�J oi� cli� bir�s, alkcr �vl�ich [I�e}+ wiI[ b� rctu�Y�cd L�y �he C�iy Secrc#ary. �3-�.7 �3C3�lDS; Vtilith �i�e cxecr�li��ti ar�d ci��i�+��y �f ilxe ['c��l�rar;� I]�3���r��ent�, t4�a ��niractor ��,�11 fu�7vslti i.o+ �nd I i lc wii�i kl�e �w�er �n �}�e amout�ts �te�ci� rec�uir�d, the �a!lo�viflg I����cJs: 1�. l'��i'arnl�uYcc �otti�l: l� �;ood ai�d su�€`t�i�3�t per�ori�aa�cc hond in �i a.�yto�i�t� nc�l less tt��z� L{}�� ��ercer�t ul'Li�c a��o4«t nC�lrc c.nx�l�acl, as �v��icncc� by lhc �rapos�l �ab���a�ic��Y ur otfierwisc-, ��r�ra��#cei��g tf�c Ei�11 ar�ci laxtl�fui e�cc�uli�n af tt�� wur�C �rtd �3e�i�c�m��auc� a F I��e ����Y{r���f, �R�c� fc�r L€�c proter.�i�r� n f tl�e C}v�rn�r an�i a�3 oil�er �acr;�nn� a�;�ins[ �i�e �.��age h� re.�s�r� �3f n��;l€�en�:e �� t�� (�c>�titraclor, ur it����r�Jrc� ex�:cuiior� �r €��� v�raric or th� use of tnf�rior mak�ria��. 'f'I�is ���-fcxt�r�a«cc; b����ri .,E���I I���ratti�.e Rhe pa�i;rcnt �`{,�- t�ll lal�or, �Y3alcrials, ec}�i}��r�ent, �L�p��Ii�:s, arrr� �erv;ct�s t�s�,�i in �he cvns����clin�ry o�'�Ize �uric, at��i slti:t�l rerr�;�ir� in �'�! I fcs�c� i�rd r.ff€�cl t�nl�3 ii�e ��rovisia�ls as abavc ��i�ru�ai�ci are accorn��l4s�i�cl ar�d final p�}�iner�� is r��acl� ot� It�e �ro��:c! #�y li�c �ily- F3, �riait�l;et��x�ce k�r�r�{�: �1 �ot�d ar�c� ��f�icici�t r�aintenar��e 60���, i« �l�c am��ur�t of ri�t �css t�u�n ��{} [�c�FCG�it O� ���e a�ic�tir�t 0��1�1�= cosylr�tcl, ��s cvicle€��e�! ��y� �I1�, �il�C7]}ORdE ��]}}ll�il�i011 l?f L7��1PF1�11�L', ��araa�feein� l��e pror�tpt, f�tll ar�d faitlifi.�i ��crta�rn�n�e r�F ��le �cfieral ,�a,���t�anky� w�ticlt is �el fo�i�� i�t paragra�ls C;8-#i. l�, {'. ����ciii �3ond; �. �oc�d and s�affi�ie�il pii]�ITl��ll �Sond, iji �ii i1C11Qu[il I]�l Iess �han � i�� �,���c�erit of t€�e amo�tr�# uf t�ie contr��ul, as eviclence�l by llic ��r�p��sal tak���l��kit�n �r c�t��c�r�is�, ��x�r���ike�i�� C�}e �ro�iptr �III� $1l{� F'[�LLI��LiI �1'r1�IllC;Il�� O�#1�1 c��siriiants as d��ine�1 �n A�iicl� ��{x�, I�evise� �'i��tif SEf���l�s al�'1-�xas. 1�J��, as a�r�er�ci�d hy ��c���sc I3i11 3�4 �c�s �6`r` Legis��lEir�, F���k�1.:��' Se���crs�, E95�, �f'1'ec#�vc A�ri I� f, � 95�1, �ydlor �he latest v�r��ioF� #l��:r�:cxl�, s4i���tyi�tg 1:���cxr arr�! rr�:,tcri:�ls iiy llte �rosec�u�ic�n c�f cl�e wor� �,rnv�dcd ��r in the �c�r�t�cl fa�;i��� co�t�ln�c�cd u�tidcr ����se sp�cifiic��l����s. Yt��m�ni �So��rI sh.311 rer����n i�� t�ll f�rce ur�#il al� pa}�x�er�t� a� t��c�v� sti��Il�k�c� �re rt�ade. C), Cliji�r B�ri�t�s: S��ci� �ll�er i��ai��3s as rt�ay i�e r�q��ired i>y zliese C'oj�iract L�ne�«icnEs shal� l�u �'unYish�l �y tl�� �:n��tr�ctor_ I�o�t Wur�lti �YaEerlJc�:�rtrrx�t f:- l� �+e�4eJ�I ��11lLCICiUi1S �cs ���r��.ics wil� i�e ac�ce�ic�l I�y lhc{�v�+tter�vl�it;�� a�e a� dltc Eitnc ii� del�1.��� {���-{�clir�c��xenl a� atYy t�of�cl� or �vl�ial� az� �n�.er��t�;cl �r� tir�y liug�li�» agains� th� ov�r���;r. ht1 ��o�i�s sl�al� l�� rnac�e nii thc; �c�rny� �tj�Z�isl�ecl l>y �IZ� [�v�ri��� anil. sl�a�! �e �xecutc;rl by �u� a��}�«�+c�i �k�rcty ������}y �i�i»� hus�ness in iiie C'ity nf. lyvri Vl�orlti, '1"ex:�s, artd w�ich is aCce�ia�,ie lo tlxc Uwr��r. Ti� c�r�f�r lc� l�e a�c�}�la�le, lhe ��an�e csF �hc sw�cl}� sltiall l,� F��c�u���d c�� lhe �ur�c:rit U.S, '1'reas��i� lis� ol"�tccc��i�bl� s��rclirs. :��cl il1r: ar�Y��Kur�# �f �c3�3d wriiicn by a��y uF�c acci;�tt�E��r: coiYjt>�r�y s�all ����i cxc�cd tltic a�toi�tt shown c>rt ttyc Trcas4i�y li�t �i�r tl�a� cnrnpa�t}�. ��ci3 bor��i shal� be �rnper�y cxe�cui�:ci by �o#h i��e C:o�l�rss�:io�• a�ti�l ti�e SK�rc;ly� C'oiri�aily. S�ot�1�i a�ty sta�ely an �}�� c�r�tr�cl I�e �icic��tiined ��t�a�is f��:tory al a�i�r t iiric by t��c �wi�cr, ��atic�. ►��1� l�� �ivc�r 11i� C*onirastnr t�3 t��at el��ct a�id the �.'ont�xc���r st�al� itrttncd�aicl� ���vvi{le a rkew sure�� satisfia�t�ry to �I�e �wz�er. I�;� p�ryi��eitit witil ��c n�acle ui�ci�r ll�r: �oj�trac,� unki I the nev�r s�r�t� or st�reties, as i�e�t�ired, l�t�v� qnali ��ecl ��ci ha�r� i�een �cceptex� by ilie ���,c�. TI�� �o��tr��i siiall i�r�� h� opc.raiivc iyar will any �ay���enEs be ciue o� paid uritil a������F�11 nf l�oncis I�}� �1�� (]�ti�r. C3-3.8 F��.E�vE_ET1�I�1 �1� �i }N'1'R}1C'T: Wil�sir �e�� (i C1) ciay+s :sftcr ll�c �wiir;r 1��� �y a�r�,ropri�ric resa�u�iotit ar ot��erwi��, auxar<i��� t�ye co�tiir��r.�, Il�c C'o��lr��clor ��i:�ll ux��uui� a�tirl � le witi� I��c i��tt�r ll��: [;�nlrack anci c��l��.r suclY L�onds �� ���a}r he rcy �tir��l in �t�� �'nrtitrac l 1.) nc i� n� en l�. �o ccsi�lracl sY��ll l�e l�inrlin� u�us� tl�e C}wtrcr �anl�l �l has l�cc�r .�ft�sk�ci l�}+ tl�e {}��y S��:re�asy, �p��rovc4� as k�r forn� and ��:��olity lry �I�e C'it�+ �ti�����e}�, tu�d cxe��xte4� 1i��� tl�e [_}�vt�cr b}� cilt�er l���: Nlayor nr �i�y Ni:�r�a���. C3-�_�) T'�1T1���tE T(� rX�C'lJ'I"��� i'I��J'i'���1�`�`= Tt�e f�ftx��� nf ���tie 1lward�e �� e:xcr:u[� E�ie ��cluGrerl hn��cl ckr I�t�n��� c�F t�r si��� �i�e �'�:r�u�red c�+itilr�tc;l w�k��ti�� i�e��� (1 i)� days afie� !]��: Gilll�l-�1:� �5 i7W��C��� 5�1�II I]e ��115�c��:�l:f� �lj+ l�Ii� CJWfI�f �l.S:fl] �I7�li�[}LICTXCTiI �}Fh1S �]Fi}��)��1�, €���d ltj� C]w17er i��tt� ���i���1 El�e �u�arci_ Iiy rea�oii �f k��e u��cc�ta��#y o� ii�c r�iarl�ct prk�es of tTiC��t�i'l1I iu�€� �:�l���r, :�trr� il k,�in� �r�r�rar.�icaUle and diffic:uli �v �ccur:�tely cict�rruitre t�e t�mu��nt c�f cia��3a�;e� c��ct��riii�; to ��te �wn�� hy �cason �f` saicl Awarx��e'� f���u�c tc� e�cec�jte ��i� b���ri� anc� canl�act with�n Fcn �1�� �ays, il�c pro��a�aS sec�ariE�� accc�m��ny�n� tl�c ��ropo�al sl�al� be li7e a�rc�c� a�r+vt�rYt �f` da�i��es wl�;�:�� tti�: (�wii�r �vil� s�after �?y r�;asa�� c�Csu�l� fa��ur�: u�� il�� ��rl �f`lhe ��w��•tlec �iYc� sh�ill t��e��tit�us� irnmcditrtcly �c ��cxr�e�leC� tn f�i� �Wller_ 'I'I�e � lin� ol' � J�r�pvsal �+i�� i�c �oi�sicl�rec� a� �st ��c��;�l�r��e nl' l��i� �S�c�vi�ion l�� iFt� �ii€iii�r_ �;3-3. L C1 F3E�iII�l��I�(z V,�'(_1L���: '�1-he C'cs��ir:�cic�r si�all nol c�rr���Y�e���c� �oFk us�lil aullior��e�i �i� �vnli���; ic� �Et+ �;o L�}� E1�e (�w��e�_ �h����1 tfre �'���t���t�}r fail tc� cc�rrtr��n�c wt�rk at fhe �ite ��f't�tie }3xc�jcci wiil�rrt E��� ��fr�e �iig«IaEe�i it� lt�e wi�iil�r� a�i�l�t�ri�.aEi�n ��u�lly �e��Ycd tllc "�Norlc I:�rc��.r" «r "Procc�d �riler", i� is ��rcecl �l�ai tl�c� �x�rety i;e���i�t:M�ry v�il1, wllllltl ��il {� I}� [.I7�+5 �SR£;l` C�iL' (:C}il�]11���Geiih#:lli l��ll1: &CC fUT��II lll S[4C�1 wa�ittet� ��Kifi�rr�r�zt�€i�r�, l:{}ik7]l1�flC,� I�7�=17�7.]�SIC'J�� L:X4:�'11�1[ltl {}�L�1C C;c�:r��act. [���r! Worfh 4Y��I�r f)�}r�,fin�s•ii� C'- 1:i GULICfnI COiL�Lil011S f�3-�,1 l l�i�[JltA��E: '�`I�c �?�si1�#'�CIQC slla�l Rni �Oit�Fri�l3C� wpt�� �r�[l�� th�� Cuiitr8r:# ur���� hc f�as ub�ai���c1 all lhe insura»�� r����is��:d ur��ier �he C,:at�lract �)c�c�ni�r�l�, a��d suci� iias�,rar�ce ��a� U��;Y approve� by thc �w�t��. �ic pn nxe c�>r�tr{n��c�r s���l L�e res��nrrysible #�r �cliverir�� l� �iae Clw�tcr ���c su��•cnn�Tac�«r's c���•liiicate of ir�s�r���ce fcrr aN���roval. T�tie pritnc �ai�tractor shal� indicat�. oti ll�c ccri i I'ieale ol- ir���rt��rcc inc�u�Sed in Ll�c ��crc:u��r��s f�3r �x�c�lior� wl�el�Y�f o� �rol hi� is�wr�„�cc: �overs �uh-ccsr�[fa�tors, 1� is ��ie ir�tes�tior� nf' Eh� ��er �}�a[ [h� �ns����rtcc cnv�rag� r�q�ir�d �i�r��r� sh�ll ir�cjr�cJ� l�ic covera�e of al I sub•��outra���rs, A_ C�10S11�JCL75:�11411 �f�5ur�rl�C: �'}�� ��flt��cEor S�z�l�t #T��l�I�t�lil, ��urin� ti�e ti�'e �f t��is c��ilr�cl, WOf�C�'�S Ci]1�1�}�:I1S2�11�11 TliSui`tl.l�C� �li ��.I �f�I�IS �lilJ)I��fe�5 �f7 �e e�g�gc�� it� work nr� ��e projc�t 4�r�der t1�ls c[�nir��t, �n� �or ��i s�}�- cvntrac�ors. I�i �ase any clas� �f etr�p��yces �n��a�e�l in iia�ardot�s wor�C orr 11�e p�o�ecl u��ilcr �tiis ca€r�ract i� n�rt proxcci�� uncler �hc V��rkers C'omper�s�zic}« �t��tnk�, t�tc C:on�r�ci�r st���l pr�vir�e �<��q�a�e �rn�,lc�yer's ��iYer�xl �ia�l3ilit}� i��sur���c #or li�e �rr�tec�i��� of`s�ch of �tis em���cx}���� �c�i so prote�sccl. �3, �'orn�r��el��i�:si�� ���eral [sitrbiliiY. I1����r���e= Tl�c Cor�ir�clar 5���11 ��r�c:�1e� :�nd �����1 rr�aint.�ii} dni�ng lt�e lif� oF �t�is cnr�trac� C'n��lr:��i�r's �'��mpr��}cn�ivc Cie���e�l I._iah�li��r It�s��airce (J`t�hlic I..i�l�ilil}� :�r�t� Pr�op�tty !?a�na�e l�z��r�v�c�} �tY t�i� amvu�3l nc�i ics� #ii:��a '� 5�?fl,���?[} c.c>v�fin}; eacl� O��i1lT�ilc� [�n aC�:O�itlt O�L�C}CII�}� Ifl�u��, �r�c���ding deat��, a��c� ir� :�n a.�nvur�[ �iot l�ss ll��ti $S{}[l,OOfl c�����ii�� ea�:l� occurFet��co�Y �tcea�ln�c�fpr���rty �3;�ma�gc wit�ti �'?,€}(l�k,{}�1{} t�«��k���l�a �ol�cy cr�vc�r����. �:. ,4c��itiar��i1 L�dl�i;li,t�: '1'h� �:�3��ir�s��c�r sl�all �i�rnisE� ir�suf��cc �ts se��xr�#e �olicies or hy ad�ii'to:�al cnrlc,rs�me��t t� or�� o�`the �h�v�-mer��ic>r�ecl po�i�ies, ;►�rl i� �t�c a�r�out�l :�s set far#I1 fn� �u%li� li��ilily ar�cl �r�+��er��r d{nrnag�, tk�e fol�nwin� zrtst�r�r�ce: �;O�il1t1�Gll� L1�i�71�C��� �G[7Y�f4 �it;l1�:C�I C.(�fCII�C��T}5 Li�bilily+ €�r ac#s of sub�.orjtractors. � 2, B��sti��g, ��ior ta any hla��ing �ei«g ctane. 3_ CfO�t#IpS� i�E���till{�lin� O!' ��i'tlCtl4f�S �{Ij�i�eRL �[l t;]�C3Y�il0l1 �lf exc��raiia��s ar� lo b� ���for���ed a�jac�n[ [o s�r�c�- �. DaiYiage k� ��nc�er�,�rcrund uti.l�tFes Fo� �5�10,{1C�0, �. �3uiicier� ri�k �w��ere stk�nve-�=r���n� �tru�l�res f3F� FII�'�IIYt�e�� 5. C;o�iir��ct�aa� I.iahil�i�r (covcrs all �nciemni�c��i��ii rccRuircn������ af �'antrac�j. T��q� �Vs�r[h Wu1CT L�Gp:tFtulellf C�- 1+3 CFc,i��:�l Canai[ions L), �it�om�hilc l�r�nr���ce.-13c�cli� ._lji�ur aric! P��l ry )air�a��: 'I"�te C��tl'�CtnT �Ll�i�� �}Fc�Cl1�� �ltlCl rn�litlS.i41f�, �i��rin� �1��: life n#' #Itic: C���ir�cl, C.`o�n�rel�ensive �1tiztK�m«bil� I,i��il�ly ��lsu�'�t�[:� it� ��� ��xr�e�ii[ n�t less Iha� �'�5(�,�UO �'or injtirries inc�udit�� �ccidc��lal �l�:aki� ln a�z}� o�xe ��ersc�n a��cl sul��e�� �c� i3�� �a,n� litrii� fc�r c:�ch ��+�rso» an drn�t�nt nc�� les� 1���� $�Uil,(�(}�) an a�c+�unt c�ix oite xccid�r��, a,�+] a��tni��olkile �rr�r�eriy �i�m��e �nsura�Yc� �n a�� ��ox�n� r�ut Iess l�i�.ti $ i�.k�l,{}OI}. L:, S�ope af ]t�s��ranc� ar�d Sp�ci�� ��ar�wrd: `�`l�� in����nc;r. requiT�:d tu�c�cr t�t� al��ve �ar��t�r�pli� �l»ll �rovicic a��yUat� protcctior� �vr tt�c Con#ractar �tr�d his sub��c�ntractors, re���clivel�+, �g�iin5t ���ili��;� Cl�li��� WillCli f�Cl�}� an5� frntn aperalior�� uuder tl�is contrac�, wheE��e� sucl� operalions �e �}+ l��e isrs��res� or �y �n}+oue �ir�:clly csr �«ciirecil� �in��lcs��d by h�.m, :�,c� also a�r�in�� �ly af t3tc �`olln�vs«g s��ec�al l��zards whicG��l�rty !,e ��cc�u��ier�d in �1rc �erforiit���tic� csf tlY� C`�snlr�cl. F. P��c��f�t'C'arria�e �f �,�su�ar�cc: '�"�re (�s�n#ractc�r slla�l fiu��sh ll�� {��rrn�r wiC�y st�li�f�ctory ��rc�of u�`c��r�rt��� by i�1st��airce �c€�x��.re� ��� t�iese �'o���r�ot 1)�iCLIST�CI1tS Lll t�nx�,�����s at�d ���+ �f�trier� saiisFa�tn�y to �I�e Cl�vr�cr. �►ll i�sur���e rcr�t��rc;jY�en�s ������i�: upc��i tl7e C'o��t��ctc�� s��t�l I����}ly l� llie ��1��- �:�nl rar:�o�, �i�o�tl� tl�e ��'�i�YYe Ca��ir�kctor's i�YSK3r.a��cc i1c�t �c�vc; llic s��1�- �oMt�ra�tc�r's wvrl� o��r�lio��s. (1. Lac�t� A�e�k for f��s�r�u��e i�3��ndir��; `i'1i� ia����sa�Ycu �n� but�riu�g c��zy��+i�ie� wiC1t ��•I���II tlze C.'���ilra�tar's ���sxiraa�c�: �rt�l ���tui�E�ar��:e, ��ys�;�:�r�, n�ai��l�������:� �rx! ��I s�c�i ��l�ief bo�rc�s �s written s1�a�1 b� re�resuYtk�il �� ar� ��ez�l uf ��;��tts h�ving ��� c�ffic� lc�c�te��l wil�ti�i lhe cil�l ii��ats �i-�I��:I='i�}� uf`l�a�rri Wurt��,'I"a��a.��€ (_'t>titf#y, Texas. Ei7��� s�sc1� age��l sltK�ll �e ��i�aly r��riliiicd c���� upon wl1�,j�� servic:�: �f proc�ss x��a� L�c li:�d, ��cl �t���sl h�«�c: ��le autl�orily an� pawer tc� acE or� hcl7�lfc�i`il�c in�Ltr:itice �n�i !ur �3�r�clxn�; com��s�� �a r�c��lia.te a��cl set11� willr �1�� �it}+ of L{ori ;Nortl�, c�r atjy c�iErcY clair�z�r�t, :�n}r C�L�S17]S ttt�� l�]� C-'li�/ O� I�[�1� �NOTt�I Ar otl3er c�a�r�t��lr OT ill�]'' �JfO�}�C�� O��''CE�F �V�l� E73�S' �JG`G'Tl LirliEle��L`C� Tll'r.i�% �3e�VE.' ����i�rst t��e C:oiitracior, igs�xr�fl��-, {���c�l�r b�isclir�� �om�:����. if`tllc iu��l i�is+�r��i�c re�tir�:eirta���+� is rtol �� c:tzi�>owcr�d b� the ittis��r�r�c� �rr ���nclin� co�i���nies, 1�1�R tiL1[:1l �1�E�1�1RI]/ l�l3ti! I){; YC ��c:il ili ��[�C�1� K�x�er�l �� claims �of�ccr resic�itr� iii lhc Metro���x, t�te �orx �Nc�r�t�-Da31�i� arc;a. "1'�1� i1�.111C of x�1� t��;��tit o� ��;ents sk�Kill l�e s�� 1'ori�� nn �ll o# sucl � L�onc�� :�nd r.e�-ti�icai�� ofar����r���c�. C:3-3 _ I? C'�1I�'l'R�C;�'C��'S (�BL��ATI( �i�l.�; ��r��e� rltie C'c�r�lracl, ��1� �{}i1tCt7�L{7� S�ld�� p�y Fc�r ��ll r��;��crials, lal�ur, .;�Zcl s��vfr.�.s w��c�i �iu�;_ C:3-3,i3 �VF:�i�LY 1'AYR[�Ll_.: ��ert��er� �+���}+ol'c::��;1� l��s}�ra�l coverit�� �n:�yr�tc��to�' �v����;s lu �1I� ]��rfiailS CI]gr���:d ii� w��rlc c��� t��� ��rojcc� ��� tlYe �3�c o1-t1t� �rx}jor:� sha�l be Fas� 1+dcr��lti W��icr L]cpsi�mea�� [�- 15 {;�rtr��l i:uit{li��a�rs €�R�t�!}�c� to ll�� �wr��r's reprc;s�t�ialivc wi#I�in �even (7} dav� af�e:r �l�e cl�}�e r�f�w�cE� �>a}+rail Qcr�od. ��o�,y of �o�a�s a�' #IYc 7��lic�ble rr�� nimum wa�e �-��es as set �`c�rth i�} fh� C:�i�ira�l Do��inciits s�iall bc kcpi �c�scc3 itr ��o��spi�x4o�� place al t�� site c��`ll«; ��rc��cci �[ a�l lkmes ciziring tl�e co��,e of �}�� �'nn�rd�i. Co�ics o� �I�e �v��ge r.'�tes ���1 �}c furr�is��c� �#�e C`�zryl�rt��tor, by t�r� Elvv��er, l�owcv�r, ���xslen�; an�3 protccti�r� of il�c v�ragc rat�.� �F�all �.i�e i�c rc���csns�bi�ity of tf�c CYonlractor. C3-�.1� �'.()3�7�2��rf{�.T�'� C'C}l�`i'[�1Li:T 1�L1N�I�V��TT{.��`i�l�: }�ny [;o�it�ac;ior, whetl�e� ��er�oc�, persoi�s, �ar��n�rsl�i��, �nan��u�y, fm�, a.�sc�ciaciurY, cc�r�<,r���i�,n, n� v�Eier wt�o �s ap��rovcd �o clo b�si�i�ss wilEi �n�S en�ers �nto a c�nlrac� witl� l��e �ity �ar cons�r�tcl�crr� o�' �val�r a�r�llur sani��r� s�w�r 1;3r:iliiie�, wi�! I�ave �� sl��►! I es���3xi��i a�u1�y �pt��atianal hu�ine,ss �flice wi�l3t�y It�� Fisrt W�r�t�i �U�1.��� n��l��op�lit��l �r��. Tl�c Gontr��t��� ��all c�l;�r�e, de���a[e, c�r :��s��n tl�i� o�-[icc; �on c� nia}+ d��c:�atc l�is P��o��cl �L����ii�terr�er�t� wit�� ����I at�t��az�ly #[� tr�nsact ��I� hu.�ine.�s �c:lio�ts r�y�tir�d �r� t�� �er��on�rai��� o[`llic ���nlra�#. ��tts local au�l��r�i�y �I}a�l �e n��de resp<3s�siht�. �c� act f�r t��c �ni�trac�ur i� a�l n�ailcrs p��aitvtr� �o t�jc, war� gc�vei�r��l �y �l�e CnnErr�c� w����licr it b� ad�r�t���stra�ive or c��llcrwis€�, ���d �s suc�� sl�all t�� �.iY�powerc�, tti�is d�leg�t�r� a��d il�rccterl, ics se�tje a�� m��tcnal, I:�hc�r, ai` �3il�cr cx��ncltiu�'�s, :�ll ���i ins ���ii�st llxe �vork �r ��t�y olh�r niaLier a.��aca��e{i �vii11 ��tci� ��� inaEntainin� �cicc�tt�i�: �it�d t�����ro�xr'it�l�� i�rs�at��r�u c�r s�curi[y cnveraf�e fv� ille prn��c!_ Sucl� tc�cal ilL��i[?FYL� lUC a�l.IltlljlIS�i�tllilL UI �I1C W[lf� l�nc���- Ik}�, �oa��r�c# sh�1� #�e �x�;�it�l�i�ierl ��r��i� �iIJ E��i�ii�e�s trxi�s�c;iic+�is excc��tE�ti ��� �,an �f t17� c_'�nrrac�t �rr, c.or����leie, Sltc�KaEt� th�� {',itn�r:�c,tc,r'� �nn�:i���� b�isc� t}���E���ritlic���s Ex� ��El�er ll�:i�i in 1��� I��ot-1 V�f��'llt� il��las r�ietru�r�slitai� area, r�c�li�c,alic�i� �f t�ic� Cont�`sctor's �ss����j����t �f Ioc�! srutt�t���ity �lYtYl� k�c made �r� w�i��n� tcx ��e Fy:�ig3necr in aclvaiic� uf t�fy 3u�ric o�� ll�c pra�e�l, �sll �p�ro�rna��ly st�ed �nd se���d, �s ��S]�li��l�le, h}+ ft�� {'t�nlra�#cr�'s �es�a�»si�t�: ���-�ic�fs with t��e t�r����zs!€��xcli��s,� lt�at ����s wr�lt�r� �ssi�iifltier�t nf ���jl�rc�nl� fu �1 jt�C:�l re�rresc�l�tive sha�l �>e�at�7e pti�# ��f #1Y� pru�cr.i �'otti[ra�:� ;�s I hr�ia�h I�t�u��� c�irecfl� in�o tl�c �r�rj��i �oc�a�ucj7ts. Tlt� i�Y�c�it crf ti,cs� rcijuircrr�crrts is tl�at ai� inaf�ers as�t�r,,��tcd wiilt It7�. �ot�lra�tor's aclsninisirh�ia��, wheilticr i� I��: ��ri�n�ec� i�� l�K�rilzcrir�� Ikr�, v��r�C, ur c�ti��;i•, k�c ��rvernecl dire�#Ry l�}r loc:�l ������orxty. 'I'�IIS S3fR� C{:C�lISfC�Jl'iS:ll� 1S iSll�}I]?,`{:L� i]Il ]ClSL�TiLT1Ci', su�-ety c�verag�. Sttot�ld tl:� C;ot�l�a[:lar's �oc:�� re4yrese�lat#v� fai4 �t� �er#'cst,�i to 1��� �a�Es��iction ufitlzc Ct��vt��>r, t���: �,�tgtr�cet�, {Kl lris sote discrelinn, in�y c�errxan�i lE�at s4���� toca3 rc}�r�ser,iative �Se rz:gla�ec! ar��i �}��. F..r��in��cr �r�ay, at ��is �is�rctiaiy, stop a�i vc+oric �tiitt� a�1��v �OC�� Al4k�lOPJt�+SE4tiS��G�Of}+ i0 ll�� Y;ng�r��er, �� ��si�e�l. �iu �rcd�� oCvsr�rk���� �ii�ie si�i b� �'or p�ri�ds �n whicl� wcrrl� sEo�,�ages ar� it� e#�`ect �ar t3ias reasnr�. C�-�,15 1!f��EJ�: �ler�u�: o€�i�y ac#ioit I�ere��r��rrcler sh�l! 13� ��tc�usiv�i}+ ir, �'�rrani C:o4u1l�, T`c;x��. � Fu�t Wa�r�i� lbnlcrCkp�aatme�R C- Cti �1�.trcr:�iL.t��ul�kao�s S�CT�C]Af C'4-� SC1�]�'I': {�F{ V�!{}�.1C �:�-4_1 fN'Ci��!'1` C�I� C'C��i`F'��':l' l�{){'�E�i?iJ'1`S: It is ik�e �lelr��ite ii�te�rli�n cxf i���se C�ol�if:x�i DuCUlile�]!s lc� ���avi�iC tol' :� cnmplet�, us�Fi31 proje�l whicE� tl�c �oiitraci�r ti�d�rtalces tu co��sf�x�cl or �urntsL, a�l ii� fi,ll cc�mp]i:iT��e Wiil1 l�l� 4'et��irer�CtllS 3!i{� ll]Ee�[ ��t lj�� C_onrr�ct �]octunc��is. lt is �Jc�tYitely zmrJe:�stootl ll�at thc C'a��raclor �Ital l cic� alj v,t�,rlc ��.� provic��ci i�� lls�. C:osrii�ael D�rcu�r�c�rls, sh��ll ,Jo ��x�l c�c€r� or s��cciai wvr�C as �«�� be consic�exe� ��y 1�i� C}wner a� ���:ce�sary lc� �oiyr4�ieie �I��: pro�es;t i�� a st�t�s#`actory a�rd ac:ce��alxle maru��r. "i-l�e �:on�w�cic�r :�I�:�I I, t�ul�ss o#I�eFwis� s��ccifica�l}r st�ic.� �n kl�e,�e �'ontrt�ct 1)ocun�e��ls, f�riiish all i:�bc�r. lnc�l�, sf���t�r�it�ls, rr�K�ct�ii�ery, �[�Lli�3Iil�li�, spcci�l �ea-viccs, ai�� i�xc�{lerrtals necess:�ry �c� t�c pro�e�;uti��� afl�l com�lc�io� ai'tl�e �,rc�je:�;1_ �`���.� �F'E�II�L I�J.��V�r7;����: ��1UttIC� �fl� WO��C []C �O]1�I�ICII�� W�llU�i arc n�i �l7ai•ougl�ly �sl��] saiis�`�cl�n1Y sli�ul�te.�l n� co�ver�d hy lhc Gerrera� ar S��c�i�� {��nciiti�ns �r#ii�se Cairylrac� Llac��n�r�is ia� :�Y���ip�t�ci, or sho«I�i t�erc bc any a�lciitio��:�l pro�os�! wo�k w��icl� ks �o� co�e�cd #��r th�s� C'�nti�acl [.lc�c��rrier��s, �he "�}�eci{�! Pfo :�i�i���s" �c��+�ti�f� a�� s�,��� worl� ufill �xe p��pa��ud l�y tl�c �v�itc.r ����evious tu tl�c tirne of receiv�n� hicls or �tn�osals #'�r such wo�l� �9���i fur�rislt�rl ic� thc ��c�d�r i�� �ltc �orn� nf A,cicl��c�r�. A1l s�2ch "S��c.�[;itk� i'ra��i��ck��s" sii�ll I�� c�3�sidc.red iv E�e a part of iY�e C�tltract f.)�c���nes�l� j K��! :3s Il�nt��;h tk�cy �ve�� on�ir�a�ly wril��n �1�c��•�ity. C;�.-4,3 �I�C�FA�I�I� �)1� 1�Ei��i�E�St:I� ��JA.�'I:�'L'IT�.S= Tl�e ���Sler fr:scrv�s tltic: fi�;Ml tr� aElcr �l�e quanti�i�s ui�t���. �+vork lcs 1,�. �xer�'c�r��ecl or �� exte��«i u�� s�rc�r�cn ll�� ii� ��aroventienl� al an� iir�i� wltcn as f���r��S to h� r�t;��ss���, �ncl �h� �:ontr��to� s���il p�rftrrn� ii�� wor�C � alf��ecl, u�cr�a.�ecl ur d�creas�,�i t�l It7e u��s� pri�cs, ���cE1 t��crrirssscl or cic.�rc�as�d q�.�ai�ti#y s�xai� T��t b� i�rare f�as� ?� 1�erc�r�x n� ti�e �c�n�c�n�>��icil c�ua��ii�y c�f s�ic1� yien� c�r tt�ins. Wl�e�� suc1� ct�arf��s i�ycee�s�: [�r decr�as+s �lY� orip,z�:�l ��u�s�ti�.�ot'ar�y ii��n C�f 1teT1�s nr ►�[����4 �� b� ��lle [�r zit�it[`C��4�� fe� 1�� �UfjliSllet� k��+ tll�: �5 �rerCelit Ul' I��l�}r�, t3���� c�lh�r 4�ari� �c� ll�� co���riMct sl�atl up��� wriltei� recj��c��� tn t3�� c�t��ct' �,�rl I�e �nl€il�d tcr � r�:vi�cc� ��oitsicle.rx#ic�r� ►ti��xty I,I��xi E�or�ia�� oI`l�ie wvrk :�l���ve nr l�ulaw 1��� 25 ���:tccnt of �Ise or��Er1�I C�Ua�itC1�J St�te(� ln [�i� �t��}��Jsti�; S�1Ci1 L'�Vlse� �.tsilsl��f�l�i�ri 1.0 �a� ����T�fnl3�«� 11�+ sl��:ial a�r�:c�t�c��jt or �� her�i�t�r �tcr pro��cleci for "�?xira �Nos�k". 1�l�� ��llow��i�e wi I f he rn;��ie For an}r ch����cs ir� �nlici�rxEr;d t�rckfi�s ��c�r s![r�ll �x�ch c���y�es be cc�nsi�3�r�:d �s �v�i�in� �r i�valic�a�ing :�u}� c���dit�a��s or �amvisi��Ys of #he �c��ftrt�ct �)acn��,��ts. Va�ati{>ns �n �u�t�tiEfes �f. s���iiary s��ve� �,i�,c-s irt de�iF� c�itc��r��s, s���1 �re u�teipre��cS ��ex�e�ii �s �ip�rly�ng tc� �k�c ove�a�l �u�urii�ics �� ����itiLt� 5����r �»�E lii ���Iti �I�t� �i7C, bxil 2�oE t�� t�t� vaj•�ot�s d�pfh ca[���ri��, �:4-4�4_A1_,'��'�;�tA�`�C}I�i C}.E`�`,�{]�d`I"�I�C�1' I)��[.TMti:1�1T�: B}� C?lr���ge C1r�ter, il�c C�wi�er r�scrves l�« ri�;��� to r�i:�k� st�cli ����g�� ��n �frc Cc�ntr�«.i l��ctln�e���� at�d i�y tl�� c�,ar�,�ic� orc�ua���it�c� oClfrc wark �.� nr�� be �ecessar}+of �i�.�iraL�lc � ir}st3�-e co�3��lction in #Ixc rr�c�st �a�isfactnr�+ mann��, pro�ri�i�c� s�c�� ���an�;�� c�c� �Yu! f3i�ieri��lv �ill�f �Iti� c]1'1�;i11�'1� �t)f1���iCl I,l��c��rnea�l� t3��is�j��c lirc g�r�erai n{siur� oF l�« p�o�ect as � wl�ulc. ��tch cI1{r���es shall nol �� c�ns��ieret� �.� wa�ving �r inv�lici�t�tg s�n}� coi3dili�>n crr �+rovisio�� t� f 41tie Ccsir�rack L�c�cut��c��ts, k�an Wartli 1h+atr.r isc�xti�#��re��l C:- i7 (�,;�tir1�1 i:onJiRi��=: C'.4-4.5 h�'�'�iA_V�l�E�lC: ,4E�cla�int}�xl wcs�k macle nec:e��a�y ��r �.�i�ti�;e� ��rs3 itl�er�iinr�s cxf tlic �.o��lr�c:# Dacuu��iy4s or o#' q��anlilics ur tor oth�r reas��s for w#,�cl� �,�� �ric�:s are �arovi�le,3 i,� �t�c (�ortlrac;t ��cut�i�:��ts, sltiall bc iic�'u�etl as "�xtra �V�ri�".�nti siiall I�e �rer�'armecl by thc Cc>n�rac�ar it� accor€�a�cc: wi[fs ttres� (�o��t�a�t �oc��rnents or a���arovcd a��clilic�ns #IZer�l�o; pmvicleci hnwev�r, i��aL I�eftrre any cxir� wor�C �s b�;�u�y �"Cli����;e (�rsi�r" �hal� be cxe��#ed ar wfittej� orcier ���ue.�� I�}� �h� �wr�er [c� d« ��,� w�rrk Tor �:��+����t�ls ar c:r��i�s us s�r:�ll b� d�leFrn.inc�l by on� or inor� cn�lik�ir�a�i�r� n� f�le foll���rir�g �nei��c�c��_ 1�i. Ui�t bid price pre�fio�asly a����c�v�c�l I3. �1r� �gree�] I�rnp su��r C:. "�`h.e a���tal re�,�c��x�l��e cos� vf �� ) iahcsr, �2) rcn#a� o#�O4�L11�51'ClL'Ii� L1SC{� �II �I11: �xte� war�C for ti�e tin�e s� 4��e�1 ai �stio�i��cd ����r�l Contracto�s af Ar�ierica c��rr��i! eq�i��r��ei�t �en#al ew�te�; �3� mater�als e��terir��; p���rYa�i��rll� itrla €lr�; proj�ct, ����d �4� ��.���a� ca�t v� i�,sura��ce, �n��s, :�r�ci scx�ial srx:�ri�y �s d�ic�tnit�c�] by Ilie C�wt���, ��lu� a fix�c� �ee tn lae ��gr��il �,pc�n h�z n�s# tc� e:xcc;c:r� 14°rt� O�l��� �CILI�� C�St O�Si.�C�k f'.7C�C� 1VOfi{. �I�}l� �7C�1� ���' !S 11{�� �4} ICICIi2{�4; �my� a�cliiic�rt�� pruTi to tlYc: C'c�iiira�:tor lor rc.rritil nFec��zi���7ent rrwned h�r ��i�i aii€i us�:d fi�r il�e e:�€�r� w�r�C. Ttrc ��.�; �l�:�il h�: �uil an�i con�pl�t� �a��pensalivn, �n cc3ve� tl�e cc�st c�f s��peritrt�«cl�n�c, overl�e�c1, otlu:r ��rt�lit, geiier�l ar�t� all niher e�pense ��c�� incl���l��l in {�}, ���, �3}, ar�il (4� a�rovc. T��e {�o��tr��tar s��a�� �C�ep acc4��a�e cvst rec�rrls on i�te for�t� :,nr] i�� C3tic r���lFrocl s�t��;cs�ed �y #li� Owner aix�l s��l I�ive l�� �v�t�er a�.ce�s tcx a�i �c��c�un�s, bills, vo���yc:rs, a��d r�c{�r�s �•elali:�g tc� "F..x�ra V�lc�Fk"_ 1*!0 "C'F�angc C�Fdcr" S�I�IIE L}CCOttI� �Ff�CtiV� �.�13Si� �t I��S �}��Il a�r�mve[� �nc� sF�4� Y�y eac�i c�f tl�c cot�lr�c#i��� ���rlics, � I�<x c���i�rt �'nr �?xlra �'i��r� uFa�,y ki�c� ��ii1 I�� a3lc�wed unlcss urdere� isi wriling �y tlrc �w�er. �31 c�s�. �ny ord�rs or ir�s�x��c#��ns, ei#�i�� ora� n� wrii�e��i a�al�e,xr l�� �Itie C:ts��irac�lo� ia involv� "Lxtr{n V���I�" fc�r vvt�ic�i� h� �t�outd rec.eivc coinpeitsa#i�n, �t� shaEi ni�k� �v�i#i�n r�.que�� tv il�e �;ngi���er f[�r wniten a�dcr� aa��hnti�itt� suclr `"�xlr� V�f�rk", �rio� io h��;�r��nin� ��icti work, ��scstxl�l a cii Ffer�3��e ari�e as i�o wh�l ci��es c�� clo�.� nc�l cons�i��t� Exlrt� V�ckrk, c�r a� lo tlre �ray�x�.xryt tl7�rcof, K�u�d tt�c �ngii�c�r insists upon its ��r�r�rma��ce, the (��n.iractc�r sF��ll ���-oceed witt� il�e wc�rlc afler r��aktn� wri�te�� reqKies� for wt�itiei� orders ;�t�ti s��al I icee� :�r� �cc�tt`�lc acc��mi c�f' Il�e �xclu�� ,�ncl r�:�sn�alxl� cc�5i [hesc�l- �s pfa�ri�i�d undc�r it��;t�tor� �IteEn �}, C;lai�ztis for'°�;�xis�� 1�or�C" LV11� 11O1 �}� �}��c� �irkless l�e C',irnlracE�r �C�aII ��iC I��S c�a�rfl wiiEr ilje (7�vt�c� ��ri�l�ir� ��c ��} bci'orc �i�e li���e for rn�kir�g l�ie lirst eslir�:at� �i��r sucl�. wor�C i� �io��c �r«L �,nl�;s� �hc �Iatn� i� su�p�rt�d by s�tisFactory voucl�crs arid cci�ti I iec� �3ayi•c�lls cx>veriR�� all I:�ht�r ��[�cl mt�icn��� cx��ei�c�ec� u}}rst� �t�id �xir� VJork. For� Wortl� W��ier �]cts.uir�cuf �:• LS Gc.ncrai [�aode�io�s �'hc �'Oi1ti'3,GiC�F 511�I I fiimisli �i1� {�Wjl�i� �u��l iY1St;ll�allcMs� C�.�L'Of(I� cxf al I[1�ViKiliOlY3 !r{�i�7 1i�e oiti�r�al [�o��t���ic'� 1}ncui�ei�ls � ��l�y bc ����:��ss;��y tn cn�Y��� tlXe C_lkvr��r in �rc}���c for �e���aiiez�� record �� �ozrec��! set csi-pla��s s�rc��ui��� l�i� �ctuai i��s��IlaEior�, T�E�� c;ctrn�er��a�inR� ir�re�i ����oii fo� iiF.xlra �ork" whctlY�r or i��t ir��liatcd b� a"C���ng� c��ci�r" s���� l�e a fi�ll, c<>rr��,�s�t� �n� �r�ai �3�=yrc��t �vr �I1 costs Caititracic�r ist�tirrs as a P���1It [�r fe17��]t1� t0 tll� cI}:�n�e O� CXf'�`FI w(�T�C, k�+l�cttycr �a�d c�}s�s ar� 1cx�own, unkstc>u�r�, for�:sce�� �r i�nf�r��s�.��u �7l t�7��1 li�7i�, in�:lK1d'u�� wlllr«uS lit7Sii�k�vti, ��tYy cosls for ����a�r, �xL�ucl�� ov�rl�e:�d, rip�le or ii7�j�a�t c�s�, �� any r�1�cr eifcct o� c�����;c:d or xir�cl���tM�e�1 wc3r1� as � r�s���� �>f ���e ch��;�; or cxtxa wc�r�C. C����,�t S['�IL+�U�,�; ��' C�PFi��ITIi}I�1�'� 1��i`�r� co�rrm���c3n� a�iy wc�rk unsl�� il3�s �'osriracl, �he C;or�ir��lor 51Z�i11 ��ihmii lo #l3c �wr�er a�id r�cek�+� ijtc {3wner'� s����rt�vaZ l�icrcof, ,� "��heciul�: �t �pera�ions" sf�c�1+�'ltl� I} f� Sirdigtlt � IT�� rrr�:iLiU{� tii�; d3tC O � conuiiencing an�i fi���s��itig ca�tr a�Ehc rnaj�r cle��ze��� of l��e �an�r�ct. �h.cre s�iajl ��c ai�c� s��own the��s�ima�rr] r��otrt���y cogt v F�xork For w�zicl� cstirn;�te.� �,re l� �c cx;���l�I. Ther� sir�ll l�� ��r�,��:r��ecl also a coizi����f� �;rirplY sllvwir�� f.tse ��ilxci�3zs�ed p���ri;ss �� �o��t��.iclicrn w�C��i�ti Ij�c i�me hc;iit� R�Et�ite�i i�oi�rot�t�liy a�d il�c [�+��{:eniage ��'�.c+�zt�ictiot� ��I��[�c�i r�c,-r�ict�tly, 'I��e ��-o�-�s� +�t�K'�rts ����II be prc:p�r�r1 ar� 8'�,��� x I i'F slleets ���cl �t I��s� five l��ack u�-1�1K�c �>ri��t� ����s�l � e C�r�ris��d �o �E�c ��v���.r_ C.� �4,7 I'���}G�E�S S�'IiLi�UL�� �(�R WA�1-I�`E� ��CV� 51;1�1��4� l���i�iT �#AC'f��['1�F.�: GVlt�lil t�11 ����� C�a�rS �iyt�t' l0 SUI}111�5S4c�n c>f-�ilSl 1llo�tlh��+ �)�Ogf�,�� �aa�+[�C�i�, E��c C'u�ttra�tor shs��� prc:�a�� �F�� s�br�ii� in the (�v,�t�e� #'c�r:3��r+���� six col�i�.s c��lhe sc�te�lt�l� in �YjiS[:�1 tt1C �.OI1�C�CL��T �aro�s[��t�S t0 �:�ifl]+ on t�1� WOi'I:, �h�. ilatc o�`witick� ��e will start t�ie sevc��l rY�xjor activitie.� {incl�cl�n� ��rucurer��e��t c�i"nr���rtals, piruis, ��ic� ec;uk�,��.n�) ��r�i ti�e ccsntem��l�tc�i cl�t�s tor c�n��le�i�r� tttic s�r�e. T}1C SC�l4'l�li�� 5�3c1L� �)� 1Ti ��1� �4fT71 t?F� lir�ie sch�:cl��le Criiical �'�tl� �.�:l��c��i �C:Piv1� ���t�vor�C c�sag��si�. As tttic waric pra��.�ses, �trc �a�ilr�ct�r sF��! I e���cr uy� t�e r.iia���in [h� ��tu�i� �r�a};rt�ss al l�ie ea��� c�l' ��icJti parti�l ���t}�incnt per��� c�r al ���c�l� interva�s as �f �rcct�� by l�i� FF3�iuecr, 'Tl�e Cvn�r�ctor sli�li al�c, revis�; l�� sc�tedul� iv retic�ct :��� adj�E���,�;l�s i�r llie cnr�lract t��� �pprc�vcc! by i��c 1?ng�i}���, Tl�ee c�c��ies �f �he upd�teri s���cdk�le si�all t��� deliverc��� al su��� �n#eFv�IS a� di rec�cxl I�}r t�ie �w���r_ ,As zs ���uni��tiu���, tl�u cos�stnic�io�� sc}teilul� s��all isYcckrpo�•�t� a11 w«r�C cicinei��s ancl ��tiviti�s in�l�ca�er� i�r l�te propns;�l an�� in �lr� teclr.t�i�.al s��ci�`ic�Ria��. I'nor ��� lhe �rn�l dr�ttlit�� ��f �h� �I�.ta�l�cl c�c�rast�uc�i���y scl�ecl�lle, il�� Cu���r�►fito� �i�al I rcv�ew ��1� �rai� �chc�lrrk� wiih tC�e F�rgir��er tn er���r� �hc �voj���r.�ctne's ur�tl�t��ta���irrt� �!' �hr: c���Rracl rec�i�ircizreatits. Th�: C�,lic�wir��; �uitiis�i�tics s���11 I�e �ci��ct`ei1 �c� in pr���i'i�1F; i�e corlsLru�li011 SC:ilet�ule= Fur� WoriEe I�JaRcr rlc�,:t� [r�rer« C;• l�1 {icaeerai �'ansliliou� 11_ 3vlileslanc �I�lcs ar��l lir�al �r�rJecl c��i��Iet���i ciales ���a�l txe c�c�e�o��cd to confvr�n tc} t�n�e corrst��aii�i�, �cc����x�cing require��i�fs, s�x�d cozr���lc�icst� lime. 1�. `�`I3c cc�nsir�c:�t��n �Sroc��s sh�l! I�c r�i�i�i��3 ir��o ac�ivities ��it� iime �lu�-�lions �f ���rnxii�iate�� fc���r�e,�.n �1�) tia�� and c�ns��c��on valuc� n�l �n exceec� $5�),i1(?0. F���ricatio��, �#e�ivery a€tc� s�bt�ut#al ac[ivili�s ar� �x�epti�j�s to i��is �uidcti�ic_ C,. D�ra�ion� �E���I he irt cale�clar ci�y� anc! nn�rnal l�c,lidays arrd wca�iYer coi��lit�nr�� ov�r €�e c��aratinn f�#`�Ire C���IF�t sl�a�l r�ni bc ���:o�sxt�d �'cs� wit�r�i� t��e d�sr7iior� of cscl� ��livily. D. C)ni� cniic�l �r�i�� �;l�all 13r: s��c�►w�n c��i ihe C�nsl�uciion �clled4�ie. �_ TJnd� �in�e �� cief���e€1 as tl�� :�����unl c�#`tinie �et�veen �I�e �arlics# star� e3ai� ar�c! t��� lafe.�� s��i�t dsEc a1'a c.lr;�i�� of`activir�cs of t��� �:P�i �c�t�s�ruclion sch.c�l��1c. �'loat tiiYic Fs ,iot for tltc cxclx�sive �isc or ���ic�jt o!' cithcr ��,e C'[���lra�t�� ur l}xe �wncr. F_ Tl�irl� ci:�ys sl��l I b� �s��! #ur sub���i[t�l r�view �ul�.ss olhen�ri�c s��e�i�it��. 'Cli� c�3istFu�tic�n scf�eclule ���a�� as :x ntinizX�x�x�� fie d�� ici�d iitto �encraC categnri�s as il��ic���u�l i� tl�� �'rc��cssal �n��l "�'ecl�i�ic.a� S��eci��ic�#i{�4�s ��nc1 car�� gen�ral c�i+��c�ry sl�ail be brc�k�t� ciown i�tto activities jn �zrougl� dc€ail to ar;i3ir:�e ac�ivtlir.s cr!-ir�s��oxir��t�tc;l}r fourtee�� {l�} days �J��ra�ior�, �'or e�t�l� �cs�t;r{n� ��t�;�;�+t�r, [he con��nieE�nZt s��e��t��e sliail i�e identify �XI trac�es or SL11}C(111�F'i1C15 V4'r�c�sc w�3r�c ts repr�se�ri�{�I lyy �s�.t�vil�e� lh�� tc�ICow �f�� ��zail�iiR�e,� a�`�I�is se.cC it�t�. Fr�r each of I��e tradcs �r s�bco�s�r�cis, ilre cunsEru�iit�n ��:�ltilul� s���l I irkc�ica��. iix�: F{��IOW[!3� �}C��lirC�r��s�E�, con�En«tinn. and pre-�cc���ance ac��vi�ie� �«d ev�nls in their Iv�ir:ai sec�u�nc� C�s�' ec���ip��i.er�! an� �iti��erial�, l. I'rc��r�lioF� �r��l ita����i�la1 of su�rn�iE��ls 2, �ul�mi�l�l r�vicw ��eriads �. �lio�� £a���icatiu�� ��s�i� i1�ItverY 4. FreCi#��� nr in�Lalla�i��� 5, `�'ransmstlal �f in�xnu�a��urcr's opc��tion an� r�iai.ritei�at�c� rr�ar��ta�s �, [r�stai�ccl �:cC�ji���ne�7i ;,��c� ���;�tcrials �est�iy�; rI. ��WI��1'r4i}�}l:fil�l(}fl I�SLTl1C�iO11 �IF���rp�i��hl�� $_ ���1��7EkOl��i� t�5li�i� �, �r�ii�.Kl iitspec�iar� #'o�! Wurih I�fa[rr i}ea�nrlmen� C'- ?U �ir�era� Con�i#ions [f; it� ���e np�ryiort ��I' ll�� Owner, wc�rk �ccus�t��lisi�ed �`�I1� ��hi��cl ll�at sc�lrc�Milec�, i��� (r�rnt��c�c�r s�����1 t�k� ����h ��fi�o� �.� �ccc�sary io i�npr�v� fxi� pr€��css. in ��dilion, �l�� ()wrf.er �}�t�y �-ec�tiir� ll�c ���ir��tc�r lc� �t�l�mii a r�:v2sed sc��.iclule cleFncs�sl�-at�r�� l�is pr�o��rn ancl �rr��,c�secl �,l�ut tu r���tke ���� �a� in scheclule pra�,�re�s an�} tc� ir��ure �o����sletic>n o#-1���: v��arlc within �F�e ce�n�rac� iim�. l.f'�l�c [�w��e� finds t�,� pro�oscrl j�la�� n.oE :�c:�e��t�l���, l�e i�tay rec��irc il�� �antractc��� to incre�.�e tl�e v�ra�k i'or�c, �l�e consl��cliox� �,lani an�i �ui��yrcn#, #h� n�rxtber �� w�r#� ��il�s or t��c ov�rtiaize n�e�a�fot�s wil�to�.}l :ttlt�ilacmal cosi �f� tt�e (]�u��e�r. P'aii�rc o�#lYe �o�ttrac��}r tn cnr�pi� wifh ih�sc requ�renxe»ts siial� bc �oersi�cr�c1 �;raur��s Forc�e�err�iista�ian by tli� �wr�er 1����t the C:n��lractc�r is �ailing tv �r�sec�rtc L��e �vark �visl� s�tcl� tSili�e�rc� as will uisia��e its corn�le�ic�n wi�f�ir� t�t� ki�are s�eci�ec�_ Fnrs 1�Vnrt1� 4V��Ir� i�ep3Ttao�eil4 C� �l Gc�ocr,il Cnn{Tilioa�s ��c�Tro�r ��-� c���r�c�t_,o�{' t�vo��.�.,n.�v�� ��'�rFr����.s C'S_S...l 1��!'1"l�()RITY {}�' �T�,t(;i�lLLL�: `C��� we����C s��€�I I#�c �er�'ofz�ied t� tl�e sattsf��tis�n of`llY� �ryginr;er ��cl �n s�r�c� ccti���rlia�cc wi��r t�Yc C:o�rlr�r�t D�cutr�crits. I�1� s[i�1F clecic�e ��1 c�t���lic�ns v�,rl�i�h arF�e €�.� !� Ll3e �ualti� anc� acce,�s���iii�� �l-in��c;n��s !'urni�lked, w�r�C }�cr�ofi��ec�, rate of ��rog�es� of thc wor�C, overa�� s�que�ce of cor�strucii���, 'snt�r�retatio� ol�lh� Canlr�ci ��cun����ts, �c�:cp��►�i� �i,i��ll�r,ct�� �t'c1�e co�xtra��, coizi���ns�#�c�n, ntt�t�a� rig��is L��[w�er� ���� C;c�ntr�c:tor �d �)wncr �icic� t�y�: C.o��tr�'�ci �]o�usrse:rts, supet�isin�t nF #�tt� woti�, �esiirlk�i4ol1 {}�[��e�at4�x�ls, ��d all �tf�er q�es�ia�s �� �Iisputes ��rhicl� r��}r aris�. F.�x�;ineer �vi I� r�ot bc res��onsible �`c}r �or�lr��c�vr'� means, meil��ds, tec��r�iq�fes, 5�Cj14�TlCCS �r p��c�diares ot'cotis#nx�#ia��t, or tl7c st�f�#y prcc�x��io�t anc� prog�a€�s i�r�irl��tt tl�crcto, atyd �re wi ll �rot k�e res��onsil�lc for �c}�rtr��tor's failt�re �o per�orm �Ire wark in a�cc���la�rc� with �i�c (�or��rt�c:E D��u��ents. H�: slxall ciete�iite lhe an-�o���l ar�d q14;���#ynt��t� wc�rk �on}E��e:�c:rl ar�d rr�:���ri�l� f.�n�islle�, anc! liis dccisinrts ��td cstin7ates shall �� final, �-iis eslima��s i�i ��sc�i �vent sliall b� a��izd itio�i o�` �l�e ri�lsl �f tiyc C:ontr�c#or lo receive r�i�r���y �St�e hin� u��cler llre �o�t�acl. Ti��: Owner s��t��l �itv�: cx�c��#i�� at�fl�oriiy to e�r%r�e aticl irraice efYcciivc �ucl� n�cc:ssae�+ c�ccisic�t�s :���1 u��i�rs � litc Ccsn�Fac�or t�ils lc� c�rry oul prarn�tly, r�i f�� cvc.�l of �n�+ cii��utc: I�etw�en �i�e ���;in��r ar�c� C't�n�r���or avcr iltc [�ccis�n� o� k��e ����in�er on �n� ���ch �rtalt�r�, ����; �iil�ir�ee� ���E��l, williit� � fea,�onai�le iim�, u�o�M wf�ltei� rec�uesE nf Ih�: C:nr�Eracta�, ren[�e�' :�27d �leliver #c� hn�i7 ille C};viier arul C'�n�rackor, � writtery �leci�tc��� ati l�i� i�rr�tt�e iir cotilro�r:rsy. C_'S,�_� C:_[�?�CfFC)RiviiT�' V�E'f'H I'1.�11�I�: Th�: ��t�ist�ed �>rojcc� itt �ll cases sh�l� co,�forrrr �vitl� ltr�: lii�e;�, �*ras��s, t;r���s-scctic�r�s, �n���� �u��l c�ilncr�sEc���s slrowt, cr�� ilfc p�:�ns or al�}r +�ilri:i r�[�uifeine��ts c�tl�e�v��e €iescri�3ec1 i� tiz� C'n�lr�ci Uc�ctur�e[�ts. ���y c�cviaiiori �-o�x �����. a��prx>ve�l C���l��'��� 1?o�t���c,t�ts iei���ir�# by t��e �n�!lllC�f iLLi�1R}�' COI�SLfIl{;LI[]I] W1II ][7 �I� cas�.� l�e cletcn�i�ned by ��rc: ��Ygit�c:�r arYd ati�llYari�eil I,y il�e Ciwner �y �Iti�ng,e �rder. C5-5,3 C'[3C}F�D�IwIAT[��F {�F' C[}N�`E�fL["F L}C]�;LJI��IVTS: Tlic C:or�lr:�t;t Dcrct���t��f�s are n�ade u�, o�'severa� sectior�s, wl�xc;�, ta�Cej� t��el�rer, ar� i�,tencieci �a c�es���}� �ncl pr�Yld�: �'t}� �k CO21����tC �111C� lkS��ll� j)i'O�CCf, .91�f.� �11�+ fe[�U Gfeffie�j�� �1��eiiCER�; ill 4IlC �I� LII� ��clio�s is �s b€«ilin� as E��ot��l� it o�:currccl in all s��ctiai�s, Jn casc �l�tiis�rcj�aticii�, fi�urcd d�rrte�i����ns shall g�vcrn. ov�r s�a�e�i climer��i�n�, pla��s sF�a�� ��ver�� c��r�r s��c�t�catic��tis, spe�i;�l c�t�d�liuiis sliall gover-�r o��cr gei�eral �{�izcli�it�i��, a�icl �#anriar4l ��ecjtica�E��ts, �r�il q�xs�Eiiie�s s}�«we� or� �hc pl;�rt� s��afl g€,ve� ovcr l�tosc sl�c�van i�� t��€� prapos��_ The �c��i�aclnr �k��ll r�ni ��ke a�lu��xta�e t��:�i�� ��ap:�reiri �rrar esr r����i��3c>�� �n �I�� C��ti[€�cE Doc�ry�ci�is, at�d IIYc C}w�ict� s�r�ll l�� per���iklecl lo ir��tk�: s��clt co��eclioi�s or �nte�}��ret�tio�rs t�s �tia�n c� �ie����ci ��cc�s,�ar� �or CI�� fr�tti I�iyieii� �f t��� irrtcttl o� tl�� Cc}ntr�c! �l�x;u�t�en#s. In If�e �ve�1t t���l ll�e C'«R�[r�cic>r ciis��rv�rs aiti a�ap�reni ��rnr �r di�r��an�y, ��e s#�al! i�t��t�edi�l�ly ���I tf�is cnr��iitic�n io the att�nlic�n oL tlie F;n�ine��, lii ll�ccve�r� �,fa ec���i�ic;! it� ���� cl�t��vi���. s�,c:�ilict�lic��is, ar c����et ���rtia�js u�l�rc Cu�rira�:l Doc:utne�tts �vhiuit w�:Fe i�t�t Ce��>it+�rl �rior tr� ili� a►v:trd o#`(=c�tiL��uc:l, C���: C:tusir�tcEor sti�l� be dcc����il ic� ��ave c�uoEecl [i�e �t�e��[ ex�ertsive re�csluii��ti of`thu ccsi��ll€�E. F"+�rr 4Yarrls U�laae� I�P�a�rtlr�rFd �'. �2 (aenerak f'orrdi�ii3ns C5-5.� �{��E'f�1�A'�'IOA1 ��� Ct�1�ITFt��'�I'I�l�' T�tr: Canl�-ac�c+r will b� Ii��T�i���c�i wit�t �txrce sots ot` thc Cor�t� ��l �7ocu�n�nts a���3 s1�:�11 ����� avai la�>�e c�rt l�re s�ie �F �E�� �rojcci al ;311 �inxc:s «s�e s�i ots��cl; C'���tracl 1]ocuni�tits. Tl�c �o��l r�ctc�r slti�il �ti;1Y� l(� LF�C �4YOi'�S t�tie cc�nSti717t t!�#�3lli[�n IiGC�SSaT�► l� C�lt;lllt#1#� t�l� �rc��ess l�iererrf ssr}�i sltd�� c�no�e�-a�e wit�� �lse E���ir�ci;r, his i�s}�t;ctar, �r��i ��her �.'ontract�rs ii� cve�y w:�y ��oss�ble. 'F��c C',o��tra��or sli�l I n� �1� iimes �t�ve eorrt�ct[��Yi personr�e� �t+�il�i3le lc� Llie ��ri���c� sit� f�r prc���cr }�erfarn;an�e �i� llrc wvrk _'i'li� C'o�tracta� s��al l�xnvicl�: a�i� ���aa�il�ur� �t a!l �iE7tie-s al �h� si�r: af �itie ��rnlec� � co�������er��, Er�g��s1� —s��e�kis�g s���er���tcndr�}t :xnc� an i�sta�k# wltio are f-u]ly ati}t�tori��c� to aci �s ��.e Cor�t�•a�t�r's ag�«� nri the wc�rk. S�ch s����erjrti�enc�er�t �il ��is ass;s��rt# s�ralll�e �.aj��wL�le �f reacEiti� and ��nr�erstar�di�� the �:�r�tra�t E)o��usr�e��is a�1r� s�al� receive �nci i"i��i��1 i��st�cEic�tts fr�r�i l��e [��vttcr, �11e L��7,�,ii�ecr, or his a�llrori�.eci rc�aresctr#ativ�s. Pufs�iat�t ta lhis �c�spoi��il�ility c��-tl�� ��'c��ttr��clor, �Il� C{}ilE�ii���C S�1HIL i�L'31�LLa9t� 131 LNXiilfl� �Q tl�� �3i`���C� Sl��CfSI1tL'17��J1��, #o �,ct �s lhc C',OI1t��kCtOr'S a�;��l� OLZ tlle WorE[. �IiGFI �.���Sl:�li� �)C'n��cl ��i�C�'ii]l�tit��F�� sli�llj t}C il i"i:S�iE{;]lE Oj Tiii'I'�ill� C}c��niy, Tc'x�� an�l sl���t b� a sub�c�t �o �a�i, :►s is #ite �roject �LlI]C�i17L�I1{I{:il�, �l �3L1�€ ��ntt; Uf tll� �1��f csr ii�€;Ctt Csli an]I (l�}� (3I� #i1c W��k <)!1 '.�Illch tliC l:il�lt�eer t1�;lErillli�lCS L�lal cii'CLILYlBt�ll�es rcc�llil'� ille �r�[:iiC� Ojl tl�e pi't���:Gt Sll� Q�a re,��r��e»ia�sv� o�' �I�c� C'oititract�r i�o �c�e�lua���y� ��r�vide I�r �lre safe�y �r cc�nvc��.i�r�c� �£ #l�e fr�v�l�ng {��1���c c�r tiYc �wners oI`1�ro���l+f �scr��ss w��ic3� �li�: �}r�ject exici�ds or the saL�#�+ nt'��eoj>erl}� coi�jli�t�o►�s �o il�c �t�ojecl rc�uii�g- Tl��. C�c����r�wctor sh�li �3�uvidc ��� facilitics to er�.�hl� l�lc �u�ir�eer ��c� ltEs ir���e�t�r to �:xami3�� tanc� it�spec:� ih�: wc�rls�r��n�k�i� a�,�i f����erials ctit�;ri�t� into lhc worl€. �,�•5.5 �';�vIC:����I�CY I�NC)1OR R�.£s"1`11fiC."1�'I-�[�1�_ W�}RI�: Wl�er�, in t�ac [���inin[� vF ii�u {�w�rer�r F:r��;ine�r, a�a�iciiii�� c��eiyie�rga»�y cxist� rel�l�� l�o �E3y �art csi-ti�c wor�s, ltr� Caio���actor, or t�ie C'u��tracto�-tl�,rou�l� �Yis �le�j�n����� rc�r�senl�tive, sll�il r�spo�t€� wit�� cii��,�tch tc� a�r�r��al rcc�txcst �ix�t�e h}r t1�jc ��vr�er or �ngir��er lo all�vi�tte the �n.��rgency cca�zciiti�r�. S��cl� a�part�e s�ti►! I��cc��r c��y c�r nie,�l, wlte�h�r ti�e �ra��cl is schc4}���ed o� a ca��nclar il�y ar c>n a�vor�Cin� �lu�r basis. ���ulc� �he C�kncr��tor fail �c� res�oiid tv a r�qu�st Frorn ti�� �;�tgin�er t� rcc�sty ��y cliscre�}arr�i��, omi��i�r�s, ��i fil3T��'Ci14t1S l��Ce�Sar�T �U COli�ort�i Wi���l t�l� T�ui�CilLC�l#S O� ili�. �ro�C�i s�3CCIfIC��l�1�� c)r ��I�lns, 4he Ct��i�jeer s���sl1 give l��e Cc�r��ra�tor wriilen i�ali�c il��►l s�tc.�� wt�rk ur cisir���es �i� Cc� l�e p����srn�crl. `I"}�� wr�ltcr� ��atic� sl�ai� d�rc�� a�tentit.�n lr� r��e discre�r�n� cc�nciiti�n s�rnl re�l�csi t�ie �c�r���actar tn ��:�ku ��ci��€�rli��l aciic�r� Cu corre�l ti�i: caf�cli�ic���, �r� tl�e eve��� llYe Co�ttractor docs ��ot ta�c� �,n�iEiv�: sf�:�s �� fl�lfill tl�i� wriiE�.rt t'ec�ucs�, or doe� r�4�1 slr�w ju�r cau�c l�r nr�� iakittig t�ie �mper aclioii, wi�h3n �� �lClkii;4, ���� C,'�t�+ mtly tak� such rc:rtt�c�i�l acti��n will� �'�1�+ li�r�c� or ��� cc�ttiracl. `�'��e C��y �f��lk ll�en rlexlr�ct i„i �ur�{�t���k ec�a�al io t��e c.z�l�`e costs f�� �uci� ��:n�edial t�ction, �rltts �5"la, Froi�i ar�y �i�a��i� clue �l�e �'oi�t��ctnr ��� l�r� r���c��ecl. Tort 1�oay�a 1��Rer 17epa�n��s� C'- �3 fJca���:,1 i;oiF�lirinn� ����.�}. E�i�;L� �_}���F7�.��_; 'I"��r. �:�ntractc�r �11rj1! �rr��+i��, ai ti� ext�r� �oi��pen�alion, aii �xd�c�u�tc licIc� oi�lici fur �isc oi'�Pre riigineer, �1'speci�c��ry+c���l�d lor_ Tl�e ��ld a�fice s�tall i��; ri«E les� tt��� �C} I]}� L� C�G� klY ��f�{}C ill'�.3x ��il��truiLia�l}� c;oX�siru�i�i�� w�;l� Jre�ie�l, air �oi�rl��ion�d, ligl�ec! �d we�t��r��sc�af, so tl�at �oeum�nls wi I I r�ni be daFn�ged b}� i�re elerri�}�ts, (��-5_7 CC3�STR[JC7�{�I�i ST��C�: Tl�e Cii.�r, ttunu� iEs En�in�:�r, will �"�isE� �he Cnn#rac:tc�r wi�a al E l�n��, �,=r�cies, iuzd nrct�sur�u��t:#s nece�sary �c� tlxe �rop�r }�rc�sec�t�vn #�il� C0�3tTOJ �� ��lC WOF�C C011�l-�Giei� fC�r unc��� tF��S� �-0�]IT�C[ 1}OC��fi�Cilt�, an�i I ines �,�r�c��, ;�ucl i�c�{�su�ci�ic;i�ls will be �s��blis�eci by mearts o�'sl�,kes or oil�er custoi�r�r}+ r�iethod o� r��ar�c�n� �s ��a�r h� to�std cottsiste��t �v�il� g�od p�aclice. 'f�tese sla�Ce,s nr marf��i�g� sk�a�� 1�� se� ��fii���c���ly i�i advaiice s�.�'cor�str€�ct�icm c>��era4it}nw ic> avoid delay, 5ucl� sta�C� or rozrkangs as m��+ I,e cstabl�s�ied for tl�� Cor���ctar's �ase or g�iidan�c s� ��x�l I�c ��rescrv�d b}+ tlie �c��tl��actc}r until 1��; is �tiuL}�or��ec1 [r� �t�� Lty�;ii�rc�.r to r�:��o�r� tl��r��. V������cver, in ll�� op�ryini3 oi��lie r��g�ne:er, :�n]� sl:l1C�;S or ttl�ii'�CIJl�S �lhVc been c�rel�.�s��r c�r wlllfuil�+ �ic�lt�oy�+3, clist��rl�cd, or rc�lc��e�l b�+ tlr�: �'antractur �r any of a��s e��,i���r�es, ia��.�'uil ��o�l crCrc}��ncilfg s�i.cjr sta�Ccs �r niarl�s �lus �5°f+� wi�! be� cl�ar��:cl agai.�st �k�e �on�.��ctor, �n�l t��e F��� arnc�u�it will L�� ��e�la.�r.t��3 f�nrt� J�ayme�� c��e t�ie Cor�ir�ci�,r. C:�-�.S AUZ"�1C�it1'I'� �LNL} ��I_l'1"1k:S Cl�� �l`1'Y I�fiPEC;7'�O�t: City it�spc�kors w's�l be au��r�ri��:�i l�� sris��cct :�l! wc�ric �Gcrue a�}c1 io b� clone ��i �ll n�f�t�ittL� fi�r��isLcc�, S��c��r 1315�]L'CL3{}11 Rlil'� �;}C�L'11C� L{1 iC�I IJf �3'L]� �"IeiTI. �� ��1C W�f�C, �nc� L��e pr�;�ar�iion or �itir�E�a�firct��r�n� �f lk�e mai�ri���s lo be Kx�cd a�• �:c�uiprrx�nt �a be ins��l�ecl_ 1l Ciry It�spcc:�or Fri��+ l�e �laii�neci nn �l�� wnrk lt� reperri ic� tiir, �t��it��:c:s' �s t� Ihe pro�r�~5s c� f t��� vr<rfk anc� ����. y�,anner ��� wl�ich it is i�ei�x� g�rfnrrr�eci, tc, rx;paF# i�Cl�j 4VL�CFICC I�1.3� ��1� filrtliE�43�5 Fl�l11�; �'urni�lryct! i�r lE�� wnrk L�eiiig ��r�`c�i�rt�c� I,y ik�e �:n��tr�c��or lails i� t�Gl�ill ��re ������ir��rieu�� oF�hc: �otilr�ci L�ocuti�e�i�s, :il1{� �O Cilil 5�1� �ik�i7�IC}Il l7f �.Il� {-'1111�.C�3G[Q� �O �tEi� &li��l �t��lt4re or ollrer it�ti�ir�;�s���nls. �ttc�� inspccEioi� ar ]x�k ol` i�s�ectic��x wi11 ric�� �e��cvc lftc: ��ur��ractor fi-�am an�r v%lig�i�c>ry lo p�riu�rn L���, �+�orEc i�t ��co�cianuc witl� I Er� ru�{�ire:rrsc��ris c�f" [I�� C=�r��racf L]ac�k�r��nl�_ rr� case c�l"�ri�r cfisput� ari.siu� betwe�n �he �'nxryt�act�r anci �he Ci�y ��s��ectc�r as to ll�e ii��xk�r�al �r eqlsipm�r�E fu�xs���e� ot ll�c i��a�u°�.€:r oi� ���forniitxg �ile war�C, tfl� Cifjf �115F]CC;L�� �VF�� Iit1V� 311��1OCl�}'t{7 C��CCt ill�l8fld�� [�C C`.Clfll�]Il1CilE �l[1L� l0 s��s�,i;�i�l w��k u�Lil E��e ques��c�� al is�u�: �.�n l�� r�:�uri�ed I:� �r�tl I�e �3�cicie�l i��r il�e Fn�;i���er. '1'I�e C:ity �r�s��e�:�or wil I r�n1, liv�vev�r, �r� autl�ari�ecl lo r�vo�c, alleF, e��ar�e, or rel�as� ��� re:quirc�t�cirE uf il�cse C't�til�r��L Dact�i�ren�s, �n� to appro+vc or acc��t �tny �rt�rL�t�iti c7F F�cIIC�FI O� l�1� Wr3r�C, T���i tc� i�suc �fi� tr�siruc:iioirs �c�nirary !o ll�� �eclui[���3er�t� �f Ihe C�011tr7lCt �OCiIIriCiltS, �r.� WI�� LR RO �ZS� �C� aS su���ni1t�.IlilCiit OC �O�'C[7i.'lil Of� pe��for�7� �ip othc� il�t�es f,�r �ise ��ot�lrY�clor, or i37terfeFe �vit�7 ih� ri�a�7�gen��i�t u� a}�eralinn c�f ��x� wor�C. f�� wii� rto� acce�E from ili€� ('.{}21IFi3CL�f e�i�3f GQI���:l�'ix15}4�IC1E1 ifl illl� f#�m� �r�r perfortt�iiig a�t�+ c���li�. '��l�e �o��r�.ct�r shal l re�;:��c1 t311{� 0�3L�+ lYi� {�Jf'�C�C�i3S 3i1�� ins�r�tclia;ys of llY� C'iC� ltiska�cLt+r �r l�n�;ir�ecr w��ct� lfte �a�e �r� con�i�t��t v�i�E� thc oblsgal��ns c�f ihv C',csnl�acl ��)ocul�icsYts, p�c�vi[ic�, lrow�ver, s�Xo��R�i tlle (.'c�nEeactor €�bjccl �cx �n�r urd,�r� c�r i R��lnl�linn� �F [t�c i:ii� i���F:�[oF, �3z� C'ur�ir�rct�r ���:r}+ wit��i�i �i�. c�r�y� �na�ce w�-iCtet� ��p�re�1 t�� ti�� L��gineer #'nr liis d�cisi�n �i� fi�� �rt��lt�r i�t �ot�lrovers�, �urt Warrh 4'latcr [k��artincm C;- 14 fic�sEaE [:s��dE�in�iw ('�-�.�? 1.1�IS�'�.�:'f'C3R: T��c �c�n����ci�+r �Itia! I�`um�sft tl�c �ng,i��ccr v�iili �v�ry rca.�a��able �aciliE� C��r �}sc�rlainin� v��I�c�l�cr o�- n{�� zhc w�rk as �,��Cor��iod is in ���:c�rdt�ix�c wi l�iti �l�� re�utr��nettis of lCie �nr�tr�c� Dacx�i�ien�s_ IC t�re �z��i��ecr so re��������, ��Y� ���tr.���or sliall, al �r�y titn� ��c��re �cce�r�aflc� o� 11�� w��ric, r�ir��ve nr utrcover s�,c� portiai� aF #}�e [uusl�e�i wc���lc as �,ay be d}rec���l_ �il�cr exar�,ir�a#�oi�, kl�� Cy�nt3'��tor 5�7�1I res�t�r�: 5a1d �aort���s oF liie w��k 1� t�yc slt�ndarc� rec�uirec� by ll�e Coniraci �]c�cutYY�a�s. 4�iot��c1 �f�� wa�k ex�oseci «r �x��riiied prc�vc �cc�:�G���le, �li� �uYcoveri�g �r rcti�ovi�ig ai� ru�Iacii�g n�' [lie. cov�ri3�g nr m�kir�g �;ooc� �1` �ii�: �arts r�n�c��rec] s��al1 he �a�ci fcx�� as ex�ra wofl� b��t slzc�uId ili� vw€rr1� so ��c����se�i or ex�m�nr:ci ��ovc tn 1��: �n��cept�l�, #I}e �»�cc�veri��g or �e�r�nv�n� tur� t��� �e���c'ss�g �xi` all :�rlj ��.c�tl, ��ef�clivc, t�C {�31i7���[� ��f�5 �1,a11 I�r: :�! �1�� C'onl�actnr's cxp�:�is�_ �Iv v�ark s��at1 13�: dor�e or m:��en�ls uscd wit�sout suitahle s���rvision or �r�s��clic�,�, � C.S=�.,E�1 ��EN1i)V�1L(]I� 1���'F:�TNE AR1J) [.F�1LU'i'Il�IR�TED V����[C= Al� �uot�C, �«�tcr�als, �r �c�u���n��z�l �v�iicli I�r�s �,ee�� re�cct�ri slyK�ll bc r����ciiccl or rer�ro�ecl a»ci �e�lilCCiS Yli �11 �c�c�sl3l?1[: ill�lYrie� 13�r thC COi1tFRctnr �� 12ES �W�I e}[�}cii5�. V�I#�i��C €�013� i�e}�c�n�! [i�c�, linc� ;inci �d�3es �ive�� or :iS S�i�}WSl [1J1 Ll�� �}�i�125, �xc.��� as lYcrcisi s�ti�:cifi�aj ly �rc�v�ci�d, or �ny �,}C�f� W[7C�{ Sj{1I1� Wlt�l{}lIC 1�lI'iL`�C�1 :tll�j34}I'3L}�, will I�e cc�r�sid�rec� �s ur�at�tltic�ri•r.cc� ai�� done a� t�e �:x�ense v��h� ['o�itra�tr�r ����J ufil� nn� �,e �,i�z�l fr3� by t��� ��w�}er_ �ork �c� don� iz�:�y t�e crr�ier�,�c.� ���n��+ed ak �I�e ��'c���t�•actor's ex�e��sc. lJ�x��Y tailri�•� vr� t��e p�rt a� tl�e �'ont�-aclor �� con��l}� tTrEl�i �t�� or�er c�f ii�e �n���.eer rzi�cl� ���tic�r ll��. ��rovisinn� vC�hi� ��t�a�r����l�, ihc Er��ii�e�r �vill �ti�vc 1��� a��tlzoriiy #� ca���e the dc�cctive worlc tn he �x;m�.d icd r�r rer���sv�:d a�icl r��Caceil a���c� ui��ull�c}rizec� �ror�C ln lxe rc�n�v�d, ;���ci #lx� co�� �I�e�€�uf" rr�ay 13e cleilac��d from {rny r��one�r cirie t�r ko 4�ecnn�e ci�� t� tl�e Cat�l�-�r��u��. i`'�il IUl'� L[� 3�r�i��ii'C ��1� f4i1�C�ViC1 O� �IR� def�4�.C�V�; �V€�r�€ �r UC�3LCCjti0i7Z�.fl v�,f�.r�c sh�ll ztoi uai�sii�utc a�c��3la�tcc of`s���h w�tks, �'S�-5, � 1 Sla�3�"I'�TiT�`�? A�IA"l=�[�IAI..� [)1�.f�1�,����PN1E�l;l': fi �I�e 5����it��:aticx�is, law, or�l2��K�jrci;, C�I�CS Ol-Fe�€il�llU[L5 �}�if171i L�iC CfOiLti'�i:�i1C [U �urr�ish or us�, i� su��s►itute ih�t is �c�u:,� to ��y �ri��tcria� or ��t������c��t sp�cz��:cl, itt�d i f�is� �'crI�ira�t�r w�sl��c�s lc� ft�i�t}is�� vr use a}�ro�oserl subsiitut�, he �1�2�1�, prior in tlie prcc;or�stn�t�iar� co�fei-ei�cc, n�ak� w��iiten a�p�icalion to �?n���}e�;r l�c�r ��>�ro�a! af sKxc�� sr�bsf�lutc �erli�'yir�� �i� wri�ing �I�at ���e �roposod s�l�stitute ��il l�rer�c���rr �dec�xr,�f�l� tlic �titnclior�s cal ��ci Far k>}� it�� gener��1 cle�i���, l�� �imiIar �ttid o#`lhe e���l s�bsi�[�ce to tl��t sp�c��cd ar�d be sx4i��ci i« E�ti� s�riYie XISL �il1CI G.'7�}��}E� Q�'�F:f�[I�ILIiSi� I}l� 4hl]lE: �i.lT1C#lOfk rl.� �.L?:�� s��cifi��; :�i'�� 1��T1�Ifj+ln� �ill V:in�7[IOSiS OC 1�1C �Jf�C��05��� SLC��SIIt��t� ff�i�7l �fi�t S�}�Gl�et� �ilC� li�{I�c;iltn�; :�v�ri�abSe hit�ir��ena�ce sc�uicc. 1�3� s���s�iluie s����ll !�c c�s7rlercd or ���s��llcri wi�l��ut tltic writtcn ��proval oCth.� F���ir��:cr w�Y� wiil he s��t;�tiic�ge n{tl�e a�ua�i[�r i�sc� rt�ay requ�re ����: Cot�ir�x�lor to fr�i�ii�l� �t�c�� c�i�r�;s� r��#a ahout #f�c ���n�sc��c.xd sirk�sti�k�l� a� he �o��siders �cr��n�t�l. IVu s�rk�sl�lx�te sE��ll i�� ��rd�r�:cl oR� ir�sta�lec� willtic�ut st���r �,er#'or�i�f�cc gx�aa•aa�re�: ancl i�+�nds as C}w�icr �rEay r��ui fe wl��icl� sttiai I h� iu�ziis���c� at Cc�i�t��;�c1or'� �xt��;it��;. C�E3k3tf.3ctnr �la��li i���c��v�tiy ai�il li��lcl l�artjtil�*� Cl�ur�cr ai�d �'.r��;int�C� #lli� �ll}+C�R� �li�'[:C�jjj o.�- i��dit�ect�� �rt��lc�}�cc! 4.}y u����e�' o F 1liein ���sr�� ���c� :��;�it�sl t�te t:l:�ims, cla���ag�s, l�}�s�s fb�t 1fiJurIL WwRc� l�cG��nm�ru (:• l� C�c�rc��� �'�tiulH�aus i�131� CXi}E:TiS�S �1f�CC1iCEIT1� ES��{]TII��'s 1'ees) arisin�; c>ti[ nl' l�i� �se o� s���x�ii���Fcc� �«��ier�al� nr �.c�ui��nie[ll, C��S.I� Sr1M�'LE� �11�lD TEi�T� {�.1� �rf.A'L'L;f�11���: Wl�ere, i�i lk�e v�ir�io�� ofthc E����nc�r, ��� �.� calle;�l fc�r i�� il�c� (:oz�lrt�ci �or.un7ci�ls, tes#s ot�r�x:�t��ir�ls or ��tipt�i�h� are r�ece�sary, suc� [esf� w��l E�e ��ac�� al Llic �x�c;s��� c��'tund J��t�] lcsr di�cc;t i�o [hc� t����r�g �����cy by ll��: {_lw���;r u�����s nttry��wise ��Seci I'rc��l�r provi�Je�J_ T�e f�il�tre of l�,e (7�+rncr f� nia�cc {�tt�� icsf� c��r��t�te�i��s sl�t�l� iYr s�o wa�rr�lieve l��e C°ontra�ic�r<r���i� re�par�si�ilii�+c�f fun�ishin� rnale�i��s arr�l cc�u�pm��tt ft�.�1}� co��Fortniitg to the rc�t�irci��c�ts of`tlr� C:ontraci �?��c��nents. 'I'e�ls ae��� �a���l�ng nf ��� s�t�t����i�l�, wrl�ss ut�r.crwis� �p�:cifi��3, wiil I�c Rlc�i�� 1.FI �C�OI�C��[1C� �Vi#�l ��1� �����st rnelE��cis �r�scnhcc� �y� ��� hme.�,ic�n Sc�ci��y for "I"��titg IViateri�ls �r speci�r. �e��ire�r��nt� nF li�e �w�ticr, 7`lrye �nr����ctor �I�all pFovidc s���t f�c� tities :�s �3,e ��Y�ir��:�� t��y �c�c�u�rc for coilccling a��d €c�rwarc� iu� saiy�pl� �n� s�it�ll ��c��, wiil�o��L ��eci iic wr�li�s� J,�nnission of Il�c L;��gyncer, usc t�ie irratcf�ials fe�a�c���ll3[� ��r tlYe �gfli�F��� �nll� �I}e tE:siS h3Y�: 1?���il lii�2{1C tu��3 ilr�: r�tal�ria�s a�xpsoved €or 4��e. 'C#�� Contractor wiil ��rnis1� ade�}uat� sarnp�es �viih�u� cl}ar�e �o lhe {)w�er. 1� c.�sc o�c�i�cr�lc, [��� a�;gr�gafics, dcs�g� ir��hir���rn, anr� ���e �ixt�� anc� Iran���rl�[tig cqttiipfrier�t sl�a�l kac a���ar��cd �y Elyc Gtigii�ccr beforc any �or�cr�t� �s ����ce�, ���d ilY� ['���Ytrar��r sl�;�l I a�� res�o��si�r�e �or r���l�c:i�yg auy �{���cr�le wl�icE� ��c,cs i�al �t�c�;C �l�c t�c��irerrte��fs c�f'tl�e (�onl��c4 Dt+cumciits. `�`cs#s st���l Irc i�i�d�: {rt l��st �J d�ys ��icrr la tltie pl��tii�; c�f cn��c��cEe, ��i��g sam���es Fresrrt [fte ���;�t���tc, +��;���cjrl, :�r�l �jto�rt:� tu�icli :�re lc� be used �€�ter i�� If�� cox�csct�, �isvuici f��e scyurcc: �s��t�pply+c�ian�e, rr�►�+ t��is sltall I�e �atie ��rior to tlic usc oFtl�e �tc�v n�al�rials. �°S�S. � 3�T()R1L�E (l� M�l�`�RL�.�: AI I�r��tef���ls w��ic�} ,-��� t� b� ���ecl ir} !f}e corjsl�n��liiriY cr��e.r�li�n s��all �e s�c�rc�! so as lu i��sure ilY� pres�rv�lian oFlirc qutiiily aryd i�ii��ss c� i' I��e: w��ff�_ Wlten titr�.cl�:�1 la� Et��: Eii�,�i�ieer, tlis�.y' sltail ia�: pl�v�41 or� v�+c�c�d�ii platfc�rn�� <,r �t��r I���•d, cEe;�n, CE4if3�1�.0 SEIf�+.4��5 �t[7{� IlL}t 4}!� LLl(; �;C{}Uil{�, �nc� s�3ii be pir���:cl ��r�cter cc�v�:�� wlien directai. �ture�i ��a��ri��ls s��al I�se plac��l a��d Ic�cateE! � a.� ko ifacilEia�� �roE�}pt �usp�.�:�fo��. �5��. l�4 �3{a5'�`rhi� ,�`F1t�J�'CI�FS A1�1T,] C�'�LT�'IE�: Tltc �ocaiiar� �t�cl �li�r�e�,si��r�s sh�w�� {�rx ttte 1'iar�s rci,-�t�ve E� e�iskiaa� a��ilitic�s are �a.��d c�n lt�e i>c:st i��'c��m�►Ei�n avail;i�,l�. Ouussion Frotn, or il7e� incl�st�i� oFt�tility l�cali�ns an ti�e Y��ns Es no# �o be cottsidc:fecl as �lz� nonexistenc-e x�f, C1T �1 [�S:�iii�� Ic�t;:�tft�n ot; cxi�t�t�� wt�i�tgrc�urt�l �ti�ii��s. The. iucat�or� o��r��anJr �;as ��iair�s, w��er rr�air�s, cnr�d�i�s, sewe� lirte�, 3T1� Sl:TV4Ce Iii3�� I'�F �II 4��i�i�i�s, �:lc, i� unk�,�wrt lc� tt�e O�v�r��, ���yd ttj�: �wirer �sszi�r�cs i�o resp��s�sibili��r �i�r f��il�ir�. #o �lyc>kv ar�y 4�r alf s�sch ����cL�r�s ancl �lilitics or� tl�� �tans nr tts slY�vc+ il�cFn i� il��ir exac� localic�ii. lt is i�ixilik{M��y a��eed ���a� s��c�h �'ail4a�re will �r�� b� ccxnsiderecl s�Ff.c��nt basis tur c��1TCiS f�r �C�C�llu�i��� C0��1�r�CiSi1#.0O2i, far L;xl�a Wor�, or for i�i�r�asit�g ll�e ��t�y c�u�rtnEiiie,� ir� sn,y mk�nnef w�ryai��eve�, 11nIC�s tul �]bSlrflt��it�tl �i'�Co�tiil���[� 15 S�C� 35 l�c> iti�ces��lake cl��rir�cs i�r t�t� lix�es arir.� �ra�e� e��con�i�er�k�x� ��t���iluc�e �3r r��7e�a�e� the h��il�tin� ot'spccial �vc�r�lcs, p�c�vision #oi� w�i��r is r�aE madc i�� ki�te C'���ir�r.i �loc��i�i�jits, itr whic�� �;is� ihc; �3rn�+isio�� ir� t��ese �'oMlr�c� I�actiirrre�nls for �xirti V4�oflc sf�all ag��y. Fo� Wti�rilt W�tet F3e�r,u�rF,ent (:- 2G f.;eueral {:urtdil�ons �l �3ia�1 hc tl�e C`c�ntraciars res�xonsii3ili�y ic� vt��iijr ll�e lc���tlions of'acijacc�l �te3lor c�3n��ict��Yg util.ities s�f�`icic;��tEy i.rY tuivance o�'�;�r�sl���cfi�n ir� �>rr��r Ihat i�� may �tic:�c�ti��c: �x��a� loc�ai {rcljK�sE�i��i�ts as ncc�ss�ry i�x tl�c: c�itslruc;iiun ��1'c�r.e*s to �rovide �,r��qult� clear��ces_ Tt�c {:on#rac.t�r �hal� l:�k;c �l sic.�es.�arY �r�ca�ilini3s i�� otci�r to protccl a1S cxis#ii�g �l#ilit�es, �ir�clt�res, �'i11� ��iVICC It11CS. �I�R�C�1i�Ul3 DE�CJi�5Lii1�; lllll�liO4, siruct��fes, a1�c1 s��vic� li�te� ���al� in�:lt�rl� rjoti�'�ca�i�1� o[� a1l ��€i�lin� ulijity c�in��tu,ies at Icast �orty- ���;Fal (4S} Jtioiu�s ii� ac�v��c� ol` �o�islr�actinn in��ti�i�tig �x�lnra�c�ry �:xcavali�n i f��ec�s�xry. ��� ��,�r,�����r� �r������,�; ur���t��� ��� c�,��� ������►��,c �����i �� �����sa�r�� t�s s��hsiciiary work. � ��-5.15 1i�1'IE�LTPTI(�I�,1 C]F S!1_�ZV���: �1. i�Iorr�al �'rose;:utiatt: L�� ili� r�nrrn�� �ruscce�liar� c�f ►vc�ri� whei� tl�� ii3�c:r�kl�lt��[� #��S�rVlc� F� ti�CC55;ii]�, #he �u�x��actnr, a� le�sl �� h��rs iu ar.l�ance, sl��1l be reyu�r�:il to: 1. I�int ify Sl3e �U';��er ilc�arin»�t as tu jo�;ati�j�, iin�e, ��cl scl�c+lulc al` s�fvicc i�#ern�l}ti�n. 2. �Fo�i [y �ae�j �ustome� ��surtit,.l�y I��ivugh res�x�r�sible ��erwc�r�x�el as Ll3 ilm� iu3d SCtiCi�l3le �rf�r�i[:�r�k�7fiQ11 �F I�lei�� se�VlC�, ar 3_ l.�r tf�� �ven� il��t persof��� r��li fic:�t�o�t of a cu��e��3��r c�uuy�l [�c rr�ad�, a�Te�are� fa�; �o�n 9h31� i�c attache� to thc cu�tut��er's e��trt�r�:c: dc>�r k��o��. � T�c l�g *1}al� hc d�tr�bl�. in c«�ti�a�;iii��z, an it� lar�;c L�oid ty}�e sl.�;�il si�y: T�i�TI�� Llue t�k �Jii�it}+ �t��pr�v�mer�i ��t �our �taig,l�borhooci, yc���r (wat��) (sewer} serv�ce �vill l�c it�i�rrup���l nn b�#�veert �it� hati�rs of f a�id Tr�is �nco�tven���nce will be �s shc�rt As �c�ssil�le. Tl�aulc Yc�u, � �c�nir�tc�lcrr Acldre�ss P�iot�e: Fnr� 1'!�]f��l I'Vdl{'f �}i�}�7i'GII1c1Li C- �7 (ren�r�tl Ct,neiitioiss E�, �:rti�rger}cy: lr� il}� ever�t [i�a� an �nforesc�ti servi�:c irrtcrr�tptio�t c�c�c�s, ��oCt��: slttMt] l7e �s ���ave, �iLIL' �IZl.ft32{i]d�C_ �5-5.;�i MUTI�!l�., ftF.S�f'�hi��3li,iTY �]E� C'�}�'1'1�AC:'1'�I�.S� lf, #�rro�gh zc;s �r r�e�lecl on !he ��ar� oftlie �vntrac��r, a�� c�tl�er �o�rlra�tor �r any s��-�oiiiracka� s���11 s��`!cr �oss or dtut�a�e on t��e w�r�C, th� �o��tra�tor �gre�� lo s�tc�c �uiih suc1� c�tt�cr C'onls•actar �r sub-�ur�t�•aciot l�y� a�rcciiicni �r arbit��ttcxn, f f s�c� olF�cr �'c�ntr�.ciar nr su�- �anlraclar �h�l I���erE s�n}� clr��n� a�a�nsi llzc ()w�i�r on �ccouni of any ��ar��age :�����e� to �t,xv� �i��n s��siainecl, tfte [�wn�r w�Yl noiif}� ll�� �'�r�tri7ctof, wh� shali inde�ni�i�y aricl sa�c #r�nx�fess 12r�: Clk������ againsl ��ich �I�i�u. C�-5.17 [-:[,T:�1�I-U�'� C;9cst�-up ofs�rpl�s airctlar ws�st�: rnatertals �ccur��u�atc�i a�� tlk� jo�� site �iunn� #he prosec��ic�rx c�f l�� wark u�der Ehcsc C'oir#ra�l 1)oc�xn�ents ����41� br: ac�orn��is�e� i�t k�epi:ig w�.tfi a d�i ly �oz�l ir�e �s�ablis��c� to tl�c salisf�c#ioi� of t�t� i�i�giiieer, `["wenly-f���r {�4} ��cx�xrs ��ie� s�rriiien r�at�ce is �;ive��t lo [I�c Co��ir��r:[or i��al L�e c�eat��tip ut� lE�e� jol� sft�: is proc;ecding irti a rnar�r�er un�ali�factn�� Ec� t�r� Er��;in�er, if iE�e C�rtir:�clor l:�i�s �o cofr�.cl l��e K���s�tlis�Kr�t�i� �i�c�lure, il3e �`iLy �na� tdlcc� s�tci� ciir�.�i actiun �� Il�e F���i��cc� ���c���� ��F�ro����iat� lo c.�rrec# #I1e �I�:an-u� cie�c}��cie� ci���i �c} lE�� �t���iractvr in t�xc v�r���ten nc�licc, �ncl thccusts nt sucl� r.�ir�cl act��n, �lus ��°�e ofs����� c��ts, Sk3iI�I I3� L��C��1�:L�C� �TC1I13 17�{}�11E5 {'�LL' UC �l] I]i:L:UitY4 l��x� �� ��1� ��i1�fF1CtC11'. U�]{�Iti �j1G C�t11�}���LOl1 ��lC�� �)CCIJ�CL 3S #1 w�lC1�e �5 COVc'C�.[.I L7jf L�lC50 �012�i'�Ct �1Q��CIZiCilt4, a�i€� �e���s�c �i��.al acc�ptatice a€rt1 F"u��l pa�nn�:��� �v�ll l�� ma�i�, Il�c �€�n�r��:l���'sl��ll cle�n �n� reYtrovc Frc�rri thc s��� oFt��c proj��c# ��I s�����k�l�s or d�scarciec� maie�ials, tem�o��r� sir�x�;l4�r�s, :�nci cJct�r�s uf c:��:ry ki�7c�_ I�Ic: sltz�ll �c��c ���e �i�e c�f a11 �var�C t� :� �ieat ar�d t�rdei'I}� ccandii�or� tc��al �n ll�al whic�� t�n�tri�iIiy cxi�i�:,d, �kir��ti� �1�c1 wa�i� rz�;�te�-i��� �`t�movcri Frvm €��� s�€e n�'�Iz� wnrk �E�all �,� clts�asic� aC;tt locati,��s sali�Factory �o th� E���;ine�r, '1'I�e C:oi�tra�#�r ���akl t��urou�ry�y cl��,�� all �:�,�i1���t�:��l a���� makcrit��� irr�t�xllcd b}� l�im ar��i s�a}� delivcr ovcr s��ch rna�criais ����i e�u�4mle��t i� a b�i�;��l, �ic�t��, pulisl�cc�, ���d n�w ��,���;�r�«� co�ii�itic�ii_ I�t� �xtt'a c;ojr��c:��s�#io�� wxll i�e �natie lo [�� cun�uc:�c�F Fc�F �r�� c4�:iu�-tr�� �ec�uired �n llie prc�,�+��i. C'S-S,� S:��1NA#� A�.C.�;.�1�A�lG�; Wi}enever �he work provic�cil for i�i a�rd cotjl��M�tatcd ui�d�:r t��c Co�iira�t Do��u��cnts tras bc��i sat�sfaclnril�reo��ieEc.=c! ancl fzr��sl �lext��u�r perFi�r��ed, ih� F�r�an��r w �Il ,��t� �y� tl,� �rop�r a�7ici�ls of ri�� �u�n�r .�a�il �eque�� llxa� �l�e Fir��l ��s��ct��t� be n�ac�c.. S��cl� i������iar� �vill I�e m:�ilc �itltin l�:�i ( I C1) da�� a��cr sucl� �r�t�lic�lic�if_ �1il�cr sucI� Gi�al II�S�}CG'til'}i'lr il`llYc woek 3�c1 niat�rials �r��cl �c�tri�r3���c��t ar�: ���ur1�i sa�x�f�cic��y, 1��� �'c�r�irs�l«� wi�i i�� ��oli��;c� it� �t�iti�rg o�'�lie �����3f<mc:� s�F#t�c S�Fl1.� �l{�Cf �Il� �7fO�JCf FCSO��I�IOII I7�8 IieeIl �73SSCC� �lj� �.I7G {.lCjf ��Dllll�i�. �{} �[IT1C CII�iC��: ur�ll bc u�acic t�g���rsl �hc C'untra��c�r t�ciw�ci� saicl �alc �F r�vE�ri�:a�i�xn crf tl�e F.�ry�i�3��� r�ncl t���: �I��c: �f' �n:�l i��sE�ect��n �ill�e work, Parl Wor�h Wa�cr L?��r�� ��rar.»� (:- 2�i ��nesol C:on{li�infl� �}�;C'['f�� CC�4fi i.EC;AL �LC,�1'TT(_1hf� A�ll� F'iJ1�LiC; l��?S�'�IVS1L3ll11'['�' {��i��i,� J.,A�J� TQ BL; Cl13SF:I�VED: `I'��e Cc�t�ira�t��r sl�all at al.l time� ohservc at�d cc�m�rly �vitli a11 Fecl�ral �ti�ci �t�1#e I.aws aii� C`il� a�•di��a�r�s attd re��}�ls�ar�� �vl�ic�� in a�ry ur:r�r aff�c# �lic cv���ci c�Ci1�e w�r�C c�r ]rss opera�ic�ns, �xtd sl��l I nb�c:rve a�cl c{�m�l}+ witrti ���I �rciers, laws, e�rcla��:�z�c�s, 3]i� 1'�'�,lJ�#4ll[}[15 W�11C:I3 l%xl9t Ol' W{1l[:�i £l2�}' L�C CIi�,Cf�4{ ��ll:f I]� E�od��s ��a�1�iY� ��tri5dictxox� or 3ut�ior#l� .f�r suc� e�l���m��Yi. I�o gi��t ot' ��iisturr�crs�arrdi�rg c�r i}����aa�ce lheFeo�`wi�4 be cc�n�i�ici��i]. '1'I�e �"oirl�r�c��r a��d liis s�re#ie� sh�ll trsdc��ufy a�c� �avc harm�e�s the {��ty,�flri ,��� cx�'sls nfficers, a����ts, ��lci er�}��oy�cs agains� a�,�+ d��rl ��I clflir��s or lia�ilt�y ar�si��g �on3 or bas��i €m tl�e vic��ati�n o� �r��I su�:lr l�w, nrdina�ce, rcgx�ialinr�� �� ordcr, w1��xl��r �t bc I�y l�in��eltor l�i� e�tt��lo�+ees. �6-6,2 �k'���};iV�iT� 11ND L��FI�SL��: Tit� �'�r�t�•�c�or s1r:�11 procvrc ��� �ernziis and �ice��scs, l�ay ala cl���c:s, cnsts �md fees, ���c1 �i�e �1� �zoti�eti ��css�'�ry arld incicl�ri�. la 1���; c�Ese anci l�;v�ul p�asecuiic�i� of ���e wnr�C. C`(;mC;_� P11TLN'i3:�] Xlr�lI(�.�5� �!riA"�'�R.I,�i.�. ?►i�[� PI���F.�SE�: I�il3c �o�t�ac�ar i� rc€�txi�-e�! nr c��sii•cs to l�se :���� �icsi�i, ci�vicc, rj��tt�nal, �r �roc�ss cov��c�16y �e##er, paicir�, or co�yr��l�t, ��� s�all �n�vi�c lar suc�� nse Exy �uilaE�iG le�:M� a�;r�.emcn# �uil�r l�i� ���tc��Ce� or ow�cr ca�` st�rh ��a��:nt, icttcr, �r co�,yrigl�ierl dcs���, il is ��xul�al�y a�•ccti �nc� u;�d�rslooc� lhal wil�tc�K�t cxce�}l��n i��c c[�i�lracC �ir�i�es si�a31 i���lucl� a�l ray�ltic�s c�r cost a�sfng frorr� the ��ai��#s, #r�tde�r��ark�, ��d cn�}+ri��rts i�� ar}y v�ra�+ i�vo1+.•e{l iG� �1�� �ro�r�€. T�� Co��lr�c#ar ar�ci ��is sur�lies sl�all ij���rj�iif�+ �r�d savc t�annless t��� {�wner ITcxm an� �nd ail c� aims �or infrin�erne�yl I�y re�.�t�n t�l` ll�e xas�: ui-:�iiy s��c�� �:,�cnte�l s���i�n, devic�, n�a�er��l, or process, ur a�� ir�dc-rrx�r�C c�r co�r�Ti�ht ir� cu�rt�ectic�n Wiih [�ic. ►v�rk ag�rl t{} Ii2 �}�,iFUFIl1C4� lillll�#' II�L',;i: C�{}t�i�a�l:� �}C�{:11i7tL:iYtS, r�11�� SI���L �.C1��liUlllj+ L�1�: �WI1�K ��ti Ell7� cost, cx.ptms�;, c�r r�att���ge w��i���� i l m�}+ �r� �b�i�cc! tc� �},�}r �s�r PcaSi�ll {� F Suc�� Ifl��l33��li��lit �'�E �ny lirr�e [l�irin� �IY� p�'os�r,t�iic�n �l' ftr� uf�rk, pravidccl, h�}vcve�, tl�a# I��� t�v��lc.-�� vvill as�ur���: t��c res���nsit�i �it�r ic� dcfcR�ci �sn� �s��i �C1 ��ri�s br���gt�i fc�r inCri��gel����l c�f ��i� i�ate�� cl�is�icil to b� �nl�ri��cd upo�t by zh�: �esi�[�, l}'p�' ol`co���trt«�ion or �t�;�#e�i�l c�r e�u�i��n��,� spc.�:ifia� i�� Il�e �.n�iirart D{xcu�teats �u��ish�cl l�re C:oi3tractur k�}+ the �wne�, arid t�s �tol�i lh� Co�,tr{�ct�r hamlle:s� a�7 a�ca���l c�f s��cl� �x�i Cs. {��i-[i.4 5�1�l1'1"A F��' PR�V1S�[)�l�; T��� Co�lFa�lc�r slya�l csial�lish :.u�� �:iitorc� a��tos�g h�s ��ti��c�ye�.s skrclY f�cgulatinns i�� r�c�arc� to thc clean�iness t���d c�i��nsal �f-gt�rl����c s�ncl wastc ��s �vi I� lencf �o �rr�vcnt tEx� �ncepti�n ��nd sCresd of in�'ccricsus ar �onia�i���s discascs �3ticf t�� ef�:ix;lively prev�nt t�� crc�#ion K�r �+ t�uis:�r�ce a����u� �i�e w�rk or� a�ty ��rcr���-l�+ �ilhe� �3ul��ic crr ��riv�ke, �3�s1 �uc�rt rcgt��alina3s as a�-e req�ir�d !�y �,aw sl�alf h�; Fxut iixtn itrutie�.iiate fc�rce a�,�l cfl�c! b}� ti�e Ccknl���xctnr. �'�lc �tccess�r� st�rilary car�ve�,i�;rr�:es For �sc ari�bur��s on tl�e �vorl�, �ro���rly s��lu�cd fi-�m �ubl�c o�aserva�iot�, st�a�i �� �o�,s�rucl��i tuY�# i���,i��iair�ec� h�+ fl�c: Gontr�cla� aiz�l tlxeir u�c s�7s11 I�c �Eric.fl� cr�forc�cl l3� 11x� Conl[�cic�r_ ��1 su�l� f��l�iEies stY�t}� ��e k��l t�cc I'r��7x o�����i�o�7�tl��e �}�ior:� so as irr�i lr� c���se a nsaisan�:c_ r1j1 �{u�ilary I;fws �ncl reguXa�ic���s c��` l��e Siatc c��Tcx�� an�E �h� ('�ly siiai� �e s�.rict�y r,om�aied v�rit�t. L�`Crel W61 C�G W:kICP Uc�[If9�ef�1 C.'- �tJ t;c�acc�t C'i,n{li��oos �fi,(i.S PU.Rf,�C S�'ETY �Li�I17 �C}NVE1V]L.I�C;�.; Nf{rtc��ia�s ar eq�ipme��� storcd a�atx�t tlre ��ork sha� I I�� �� i�i:��c� ��t�c� �xs�d, �n�l ihc �work sh�l I aL a�i ii�r.ic� ltie s<}n c��s��uul�.�.l, t�� tc� c�us� �to gre�t�r �bstruc�ius� or i���or�v�R�i�tr�e tc� lli� puh�ic ll�a�y is co�tsidc��cl �n he a�ss�,l��el� ri�.c�:ss�ry by ll�e Fn�;i���:e��. "���e �or����cLor is ��c;��rcci En sr�a�ni�it� al ,�I1 lisr�es all �Ixa.�es ai' l�is �,ro�k in sx�r.h a n�i„u�ci as r�oi to ampair �1�� s�lfeky t�r cnn�r�;nie��cc of` tlt� p��lic, incluciin�, U��l r�c�l Ii�tiit��1 tc�, �t��'� a���] co��en��R� ;t,�ress ��rci egr�s� tc� �r����rly cor�u��nus c� t3�e wnFk ar��_ �€�'1Yc ["oi�tr�c�c�r s��ll �na�c� ac�eq�,�tc �t��visio��s to reiid�t rea,�onahi� ir�gre:ss �xrtd �gre�,� fc�z' ttic�s't���tl vel�icul� trs�fJic, exce�,� il�rii�� a�ct�xal trenching or pi�e inst�llat�on c�per�tiofl. at a�l rlr�vcw�►y crossiz��,s. �uol1 grovi��vr�s rr�ay di��4uci� brtcl�ii��, piac�rt�e�,t af �r�s��ed s�ar�c c�r �ravel, a� s�c�� atf�cr r�i�ans of �rovic�in�; pro��:� ir��rc�� m�d c��c�s �«t ll�c pru��t�ty s�rv�� b}r i�� drivew�}� as L�» �?tygtneer �r�a� a�p����v� a� a�,propri�te. ���ch otl�er m�ans r�ta�� i�tc�u�ie ���� divers��n ofr�nv�way lraifi�, wi[1� speci �c ap�roval b� [f�� Eng�neeF. If'cl��crsic�n cxf i��affi� is approveci b�r #tie Engincer at ar�y loc�ti��Y, El�e �;anty�acEor slxail m:,�€�; ���rar�g��a3er��s safisfaciory ia l�x� F«gi��c�� Cor t��c �livcrsion a#'�rafl�c�, ��d s�iall, a� E�is c����� expetis�, �rs�vi�e �lI materia�s anr� �,e�fc�rm ��j work yicccssary �'+�r ihe �crtysts�Lrci�on ��xd rn�i�itet����ce vf roaciwa�rs and braclges for �uc1�� cl iv�;rsio�r af trt�ftac, ��c��:walks tiiust n�t he obslruc�e�i exce�,l by specia� ��er�ni�s���n c��` ����: r�z�t����.:�. -�'I�e �nazen�ls �xc:a�ated arzd t�,� �o��str���tion. materia�s such �s �i�� t�s�;cl �r� t��� r.o���i�x��.U4��y ��€- tt�u woric, sha�l l�c ��la�cil sr� �s izK>t l�� circi��ng�.r t�ry� w«r�C c�r prevc�Yz li�ce acc�s� �o a�l f�re C�yc�fa�its, lire alarn� bcsx�s, �nlice cal� ha�ccs, w�ter va�ves, �;�.� v��l�+es, o� II1��111r���S ll� CIl� v�ciiii��. T�l� [��v�er �e.S�rirGS l�l� rl�li f� r�llZeily �[�y n.e�;lecf c>n 1��� ��rt o�-tlte �'�nlra�tnr as re�;�ffcls 1{� ���i��lic cc�syue��ic��ce and �af�:i� wlucl� inay c;or�ie to il�c ;.iCt4�11E1OC7, i�f��C Eweni�r-Co�r ��4) Ilol]TS al��ic� irt V�l�'itl�i� tn the �'on�Cd�tof, save i�� cases c�l- t;ilYE.'Cb{:Sl�� Wll�fl �i� $�lfll� IZri�ft; itl`4.' PI�ILL �{1 f�f�1CC��/ i111]� I1����Ct V4'ISL]OU� I�l]ilC�, a�ld i� �it�ticr cas�:, �l�c �os� of sucii w�rk c�o�Yc or €��w�xt��ia�� furt�ts�iec� lx}� ��xc {}wt�cr, ur �y i��e City, slzall he �iccl���� ��-��1� El�e �nc�tiii:s �uc o�' tn �c�o�Yic d�te k� 1�.� ��or��rar:�ur. "1'Ite C'aittr�clor, d��F r1�5�11`U�'el� ��� ��ti� �.'.11�TIfli,'t;F� st��l� r��ti€'� t�te Fi�e �e�}�z�tn���3t I�I�:a�Jc�u�r�ers, '��'�-��I-tic Fn�;inue.��, �trtt Pt��ic� C)cparlt�yenl, w�i�n a slr�ei or allc}� i� rcq��stc�l to b�. closcd or o���rucf�:c! ar s�ny Iire h}rci�•airt is to !�e n�ada ir�acccssible, a�id, whe�� sn �lir�ciccl ��+ ll�c I;n�;il��er, sh;��l �Ccc� a�i�+ s�te�l, slre��s, or �riglxwa�s in co�i�i�ion For 4afln�sln�ctc:cl t�se la}� �trc at�t���ral�s. T�i�; C;uiitFac�or sl�all praiiiptly iicktify il�e T'ir�; Dc�arti�reuE Ilcad�uai#er� whcu t�IC s��c�i abslr�ctcil strc���, alley�, c�� tt�+drartils are ag�in E,�a�ed ��t��C ���lc� scr�tce. V�flr�r� ll�� C�,jrlraci�rr is r�c�uirc:e] ics �;oifstt���k lem�o�ut� bric��es, csr makc o�h�r a�ngement� li�r crc�ssir�g �ver ciilc#�e� cxr ��reatr�s, I�i� �•��pr�rrsi�3i3 i�y #'�r �cr:id����s i�i co��itiec�iail wi�l� �uc�} c:russi�g� sl»ll 3��cludc tirc roadwa}� �p�rc�ac�ics a� w�ll as llle ��rKicE�jr�s c�r st�c�� �ros�ings. 'f'h� C'{���r�►�:tnr �hall r1c KII� 1i111�:5 COFlC�1JCi �1�5 O�)l;f�lLE��I 8i3[� ltl{: llSC: �FGi7l�tilfuC:�iOil tyi�c�}ii��ry s�r as not fn c�anta�;c c�r de�trny irc:e� :uYd sl����t�>s ic>clalc�d ii� �los� �r�x�ci�tii ity la or ��� l�i� siCc caf IIY� �vr�rkc, �������ve�� tx�iy sucl� ci:ur�a�e r��a}� he c�c����;, ��1C C.Oil�l�ilfit�lf Sliil�L iniinr:eli��tely �alisly �►ll c�;��r��s c��'llz�; �.�rc�����'�� �3u�•��;3-s, 3ilii I�C} �?��i�7�.ilt VJ1I111�: i�llr'7�t'- �J',� F{�ot Vkfuila� Wa�tct L}C�]ii{Iif1e.R1 C'- 3{1 {icaicraxl Conskition� l�ir; (�kV�lef IIl sClf��inCl�t ol� iEl�� cia3r���_ �l'tle �oRlr��t�i' S�la�� �f�C wi��l tl�e Hn�;irl��r;r r�rritic�� stater�e�l �IYowi��g a!I ���ch cl�iitts ac��r�s�ecl_ �`�rC�.�r PR1�I�L���y,S �F f`[�}I�iTlt_A�'�'(�l� 1A,1 �'I".E�T:ET�t 1�[fT �F��, R�� I���l�'1'_�l� V�lR�: For ���:rl'ot�r�ai�c-e o��l�e ��rrlr�tct, tl3e �`o��lracl�r s����l be p�r�}iltcd l�x us� as�rl ��:cu��y s��c1� ��kr�i��s oftlYe ��+�b�i� s��cts ar�cl aalc�ys, or ot1x�T p���i� pl��es vr vi���;� ri��rl- uf-v�rays as �i�v�de� fai• u� �t�e o��iiaianc�s �fi17e �;ly, ��s s�t�w-n ir� l�tie C`��irt�ct I]ocum��tts, or:�s ma� �e s���i#.ic�1�y ��tt���ri�� i� w�it�rYg l�y l�e Fr��ity��r. A f�aso�al�lc t�rrro�uit af to�l�, m�terials, s�r�cl cc�uiprr��ilt 1'nr c:oststr���iion �ur�,oses �uay� bc storcd i�.} s��ch ���tc�:, bt�l r�n ��nr� l���r� is n�.ce.�sasy to avaisl ilelay ti� ���e cc�:�slr�c;lio� o��ralrc���s. �;�cc��rai��d a�id �u�.s�c n��terials s11�x11 �re �ailed vr s�a�kccl i�t s��c�i a way �s nnL tn �nier��rc �vit}� li�� ��se c�f spaces #l��! rn�y� b� ��e,�i�n:�t�:d #o be �ef� Fr�� aiid unobs�iruct�d �r�d s� �.� nrs� to iitconver�kon�c occu$�.��ts vCadj�cei�k �r�p�rty. ��ll�e �lrcci is occt���iec� �y rai Iway �r�c��s, ���� w�r�C �ilall k,� �:ari�ed on itY s�c�i n�a�n�er as noi t� i.��ter�'cre wi�li the o�xcratson oF lrair�s,loa�irrg �sr unl«a�lu�g oFc�r�, �lc. �tl�e� coj3#r�ci�a�s o�`l1�� C)w��cr �rr:��,� [or 31� E3,�rposcs rcc��irer� by t�,c cc��rtrac#, er��e� ►iporr Ihe �ur�C �nd preiz-M���s us�rl by �itc {;c�rrt�•ac:�or, �G�ci sltia�� 1�c ����ov�cl��3 a!1 rcas�iya��le f�r.ili�ie.� a��ci t�ss3s��iYce �`ar t�a� cc��n�rl��ia« of �c� jv�nifl� wor�C. �L��r add�lic�n�l ���ourtcl.s d�sirecl l�� ll�c; (',or���aci��r f�� h�h us� �l}t��! ��c� �>ravit��:cl i3}� I}iiu ai l7ts ���+�n c:�xsl� a��d �x}��nsc. CG��.7 T�AIIIVI�A�C �'R�1SSI1*l�1S: 1�Vh�3i I��� wark �n����ch�s ������ :�ny rightYa� way a#� t��Yy ra�h���y, lf�� C:ily sl��ll secur� �I�e ��cce��ary c:�s�:sY�ei�f for t��c kvar�C. �'i�h��� ��Zc r{rilway tr�tcks are to be crc�sscc�, t�ie �or�1rac�c}r sf�ail nhserv� a�� 1��� rc�ult��ioris ;�i�c3 i����uc:tio��s �rC �f�� r��ilway cc�rr��r�n�r �s ko t��e �nelE�c�,] ��` per��ra11i�1� #��e wvrk aad ta�Ce a11 precaulio�,s Fc�r �af�:ly o# ��r�s�e��ty ;u�cl llic �x�l�lic. �Tc�;��l�alioits w ill� t�1c rai lu+a}� cc�2�f����ies for perniEls sl�:�ll be dor�e I�}� ��td ilY�'o���l� #I�e �'�1�. T��� �o�tra�Sor ��r��1 ��ivt; #Jiu C'iiy ��o�ic� ���t le.�s L���yn iivc (5} c�ay� ��io�� t� Ll�c t ii�e �s f his inten�a�rts lu b�gi�t �hc wor1� �i� ��is�� �ortinz� cr#' �i�c �fi��c�t w��t�3i �s r���tcci to �he rf�il�K�y E,rnx�er�ies. 'i'�ie �a��FacL��r v�ilj not bc givei� exEr�� c�r acJc�itiot�al r,om�x�n�a�inu t�r s«cE� �ai�w��r c�ros�ings ��nless s}�ecz�ca��y scl f`arl�i �i� t�t� Cnnlra�i Dca�t�i�yeitit;, �6-�,8 BART�I�AD�_�� Vi��R�]��U��Ai�Ii] 1��1T�'1lN�Fh�: Wtyere il�� ►�o�k is c��ricd o� jis or adjace�.� ta any si�eel, a��e�, c�F pkilrlic ��xlce, it�� �on���cior slta�� al his �u+« �xpc��se fur��is��, erec:l, ancl rE��iiitait� �uch barricade�, C�nc�s, lig��ls an�l danger �ignt��s, slia�l �n�vic�e: su�k� watc�rme��, �i� S1�c��� �dIG� al� 5�1��] �ll��l' �}i'CC,"llxtt�l�i�r�/ n1�.�Slli'�S �4f LI�� ��r�i�cli��t oE` per�ans or pru�aer�y :�nd of ti�c �v�r�C i�s �+re necessary. YaFrica��es �z�d i`c;nces �l��oll bc �aitited i�; a�o��.t� i�i�l �vil� l�e visilx�e at ni�lii. rro��� s�mse� lo sut�r�s� kii� C��>n�ractc�r sl�al� fitrnisl� anc� :r�t�is�t�'�it� �k lea,�t or�c e�'x5i I�+ v�stble ����rtE�� li�;ir# �i c���1� k�ax�rica�i�, � �uflici���t i�t�i��l�er c�f ha�,-i��r�es �1�:�11 be� �rect�:ci �il iz�i�itair�cc! ta ke�� �r�.��strians �w�� fr�zrk, ar�� vetuc��s �-c�m h�:iirg d�ive�t ost or ii�io, ���y wor�C ��i�cler c�r���n�cticsn ur bci�ti� ii�ai��t�����ccl. '1'!i� �'n��r�ctisr shall f�ntiisli watch�nc� ��s�ci �Cec�, �hem ai �li�ir �-�.��ec[tvc ass'r�n�enl� ist s��`�i�icitif �it�rnl��r� tu ��rc�lc�t tlrc w�r!€ aaticl prev�iy� acci�enl or c�an����:_ Ali �ns���latsr�t�s and pracectuscs s�iall 1�� cons�sEent wi�h tl��: ���-ovisior�� s�� t�xrih i� lhe "198U Tex��s Ma�su;�1 or� i lnifur�z� '1'r:���Fic (�.`n��tra? l�}c�ice� 1or StreeE� :u�cl �li���wa}+�", I�te�1 Wc�i��� Vk�;rt�c i}ep,�rl�nr.atil ��'- 3 I G�u�i�� C'oi�liliul�ti �ss��.� �s�ci�:r IEzc auLi��nty �fl�te"State o#���e�{�j� �Jn��nnn lLC� RC�iJ�:ktiilg'I'r�tfG� o�j Hi��wa�s", cocliT��.+l �s 11�ticjc �701�1 �lcr��}'� �'i��� ���t�,�cs, pert�r�cr�� s�cti�iys l��r«� A1o�. �7, 29, ��, ar�t! 3 � . '�'lre C:n�r�r:�clur w��i nol retyrovc ai�y rcgulaiary sign, ir�struciio��al si��, str�et n�lrne si�, or o�lxe�r si�� w��ick� ha� hc�n �r�ct�il b}► fhc [_.iEy. �� i� �s �ie�emzin�:+l tl���� � si�n ��tius� he ��c��7o��e4� i�t� �en�il rec��i�ed c�nst�ctior�, tl�c Cott��aclor s�l� cnr��acl lhe TTan���€��liaii �t�d P�ibli� 1�Vnrics D��ariiuei��, Sj�� a�d i►�arkio�;s �}fvisiau, �o r����ve li�e sig�r, itti i�re casc of. rc�ulatc�ry s�gns, ll�c �on#r.�ctof �7x�s� repl�c� �h� pei�«7�n�nk s�grr wl�i1 � icll7Y�or�ry sign mc��ir�g ���c rc;c���re��t�en�s of ll:c a��ove rel'�rencec3 rr�:��:�1 �ncl sucli ter�yporar� si�, must be inst.�l�erl �ric�r �v il�e r�rr�c�v�l ���` ���c pc�n�ar�er�� �ig�. �[ th� tem��r�r� �ign is �nl it�s#alled correcily or i€ i� c�nes no� ��c� fl» requircd spe�iFcali�r�s, ��e p�ar�enl si}�i s}��tlf b� l�ft �tr ��:��e ��nti1 t�re femps�rary �ign r�c�trir�n��rtts arc i��ct. �Ixert cor�st�uclion wc�rl� is �;o�ri�S�tcd. �ci tlic �xi�jrt tii�� the perr.trnaner�t sigr� can bc re-i�rstail�d, #��c ��a���r�ac�or si�all u�in cc��xt�t;� th� �' i���s :►r�c� TI+���'k�r�g� T�iv�sior� io r�ti�t�Il i��e �,emzanent sig� an� s��ll le��� h�� f��tpo�t�ry sign ist place u���jl s�ch r�-�r��t�l��iio� is camplel�d, 'Ftre �;otilractor will b� �ield responsible f�r a�� �fa�a�c to ���o wvr� or tF�e �,k�b�ic di�e �� F��1urc oi-b�i[riC���S, si�iis, fer���s, �i�1il�, c�� walcl�un�,�� �o �ruEcc� il�eii�, W1Ycrtevrr cvic�cr�cc is f<>ur��l a.�'��cl� ��trn���; to I�r� wn��C �I}� ���inet�� n��y urdef il�e dattt�g�d E��+z li��n in����e��al�.l}� ���}c�vc�l ����1 rc�lac:c€i b}+ kl�c �c�3�tr�cior at tl�c Cankractor's ot�r�� ex�e�se, �i�'Ilf= C'c�I1tFaGit�r�� r[:s��c�riSlhlill�l �OI' t���: r��:��r�t����[�ce of b�rric��l�s, si�ns, F�ncc;s, and figllts, anci For ��rovtc3i�x�; watcl�n}��: s�t�ll not �e�se t�nlil l�i� �r�jecl s#�a1C k�av� hee� c:cr�i��eted ai1�1 �cce�3�cd t�� E��e C��v�er. I�lo c€x�r�pciYs�#iotr, ex�c�C as speciii�all}� prnvi�ieci in ���esc Coi�t�act Doci�il�cnts, wil� I�c �airl tt, ���c ��[IIiI.I'Nt;ti}F �i]F ��ll: 1a1#1�IC �lt{� lila�I#'.I-I#�IS �f#V{}IV{:t� lil I�Y� l;�i]S�IllCflil�, ��rrovicliii�, ��td ����iitl,iil�ir�� cxFb�ricac�t�, si�s, �'en�:cs, ���d Jtgl��s or �nr sal�r�e.s «C��Eciim�r�, Cor ihe s�,��sec������ rcnt���l ai�cl rlis��c���l nfsu�:�a k�Ku�ricar��F sig�l�, af Cv� �� otl��� �r�cic�enlals r�cc�s�ry lo�� tltie �ra�,�� �rc�lec�EinR, s��'�;��, t�nd c{�it+r��rienc� of I��e p�M���ic d�rityg fl�e coirlr�ct p�riod, �s th�s work is cvr�sidef�ci t� �� sul�sidiaiy #o #l�e �evera.� ite�s far wl�icli u�,ii or �r,nx� surr� �ric�;s �r� �cy4it.s#ed in tF�e Pru�x�sa.L �6�f��9 L�SG_C.li? G?C�'�,(�S4V.��,_]��I�.C�F' WEiGH[T. ETC.. �ttioulcl lhe G'ar�tra���� e��z ta usc �xplosi�cs, �1rc��, w�i���, �tc., i�t th� �rosec���io�r a#'��re �vc�rlc, �l�c u�t�ros� c�r� s�y�lt #�c �e�erci�e� at all iimes so �s �ot t� er��l:iitige� liC� �r ���a}�er�}r. '1'I1e Cnr�tracfvr ��al� r�vlil'� I I�e �,ro��cr r���r�s�;trl{r�ivc o� �rry pt�b�ic servic� cc�r�cr�atrc�t�, arry �oi��ai�y, i�tc�ivi�l�lt��, vF t�tit� fy, an,3 �I�� {�w�ef, �c�i lr:�s �lya� tw�trly��our {��#) l�our� an aciva«�c o# l��e: �s� r�f ar�y ucii vii�r wf�icli ix�k��t �lair��ge or cnciaiiger ti��i� �ar lYis ��ro�er#y �inng ar acijacer�i la 14�a w�r�C. V�Jh�re t��e 4�s� nfex��asiv�� is ��� he �rermi�le�i o�t Ch�: �aro�ecl, as speci�ed i� t��� Spec�al C:��r��ir�,�lion Uociu�jY�i�ts, ar l��c �l�e cxf �x.��l��i��� is recrucst+�, th� C`ontrac�c�r sl�a� I swibrtul rYoiice lo tl�e Cngi�ic�r i�s wi•i#it�g Iwct�ty-fi�ur (��) hut�rs �xrior Eo coiru��re.�ciii� ��� F'urt Woeilti 1�':�t�r I)eparc�r�:ut C'. 3:? (iertc.i�C f,aaliEitious sl�a.11 fi�misl� c��dettce ����1 he 13a� �t�surar»e cc�vc:rage co �src�ic�i ��iitst �n�r ci�i:�:���,� ��tc�lor in���ne� :u isiag o+�t ats�cfY �s� o� �x�lnsivcs. 1111 c:l:�i3,�s arising out nf il3c t�s� of ex�lc�sives sl}a�� he; i��vesiig{��ed a�icl a writ#er� re�c}rt i���t.�c by Ih� ('.���lrr�ctor's i��r�rers to tl�e En�it�eer witltin #cii �i{]� c�a�ys aft�r r�cei�l �f wri�tci� nn�ic�: c��'ttt� �It�im lo lhe �'Ol��f�lGil�T I�rUll1 �1t�1�f t�iC Clty OL' LFI� clalm�lYt. 1'�r� Cit�+ s�ia�l �mcr_,e.rl t� �ivr �i��ice tc} tfre C"ontr�ctnr af ai�y s��ch cl�i��i. '1'f�e us� al" ex�lns�v�s �itay l�e s�s�e�Yc��c� �y tlie Fn�isyee� if an� c�f��;>1aa�t is ��ceivcd au�d �l«:�, us� sha�l no� ��� r��iuerl untii �i�� ca�se v�'ik�c ca�n��lainl h��s �,c:cr� a�clr��.�c�rl. Wl�e�,�ver ex.�t�stv� are slar�c� nF kcpt, l���y sl�all ��� sto�e�� it� a s��e �n�l secur�: �ti����rt�c�� ar�c! ail blc�rag� �la�es slittll lae pla�r�l� ir�ar�C�� iiT���1C�C1�(�i_�S F7Q'L{}SI11��" anc� wl�i�il I�� �msier ti�� earc of s� cornpe��i�t wa��l�rr��.x�t a€ al l�irn�s. �111 vel�icles in �v�iiclt ex��ln�ive� ar� iseir�g �ra,�s��oi�ted sk�a31 hc },lainly �riar�cecl �s i�eniior�e� ab�ve ar�c� si��l�, i�so#`ar �s �rossibl�, ��c�� usc l�cavy [�af�c ��u�c-s, C'6-C.10 W�R� �TI'��1LN 1�1�1�Fi�i�IV�i'S� Wh�r� the wor�C pt�sscs over, ll�mu��i, ur �tito �r�vst� pr�r��rty, �l��: [���+i�cr wi I I ��rovicl+� sKM��r ri��l�-ol-�v�y easeni���t priv�te�,e� �s t}te �� �� r�1a� de�m i�e���sdry for the �rnscct�lioi� nf th� ��rc�r1�, Ai�y a�iciilic�ir�l rEgi���-cxf-way [�� wcsr�€ :ii'�::�i CO�iS![����=L� nCC�SS�tI'j+ h�r t1�C C4Cil:l'�GIC�r SF��II �7� �Jl�i�lde,� I]}+ 111�13 �11. l�is owr� �x�>ens�, Sucjr ar.��i�inn�l ri�;li#s-c�Fw�y c�r w�rk ar� sl�ir�l I��.�a�q�jire�l fcsr iir�: be�ief�f ol- iixe �:�ly. �'i�c �`�ly sltal l�� �c�ii��cd iit ��rriti��� as to l�1Ye rig��is so ac�ui recl �a�i i�rc: woA� begiiys rn �l�� ��i7'�:c.�r.�� ar�a. "l'}�e �'o�i�'�eln�- �t��ll ��ot ���ter ��x�rY p��v�t� pF��{���y for a��y �a�kr��osc �vi �1���t i��svir�g p�evio��s!}� ol�tair�ec113err��issi�r� frc�m t��� �wzi�r �f s�c�� pro�ei�fy, Tlt�� Cv�trtr�clnr wi I1 nol ��: s�llow�ci t� stor� ��L��}�mejrt or �ut�tea-ial oir �rival �}�m��-rly ��nl��� :,�Yc� �iixiil tl}� ���cifi�:e3 a�}prvval n�'ilzc�>F'����fi�+uwt�er Itia.�l�c:ett s�c��rec� i� wniit�� I�y tlt� Cso��ts��c.tnr ar��l a cnp}� fi�ri�isl��d tc� �he ����i�ic.��. [��i��ss ��e�� �e��tiy 1xrovic�er� ol����r�s�, �i�e� �:caiji��a�#�rr sl�:�! I cl�;�r �11 r��l�ts-c�� w.�y car c;��nieiils �f c�l�sfru�tions w�icl� �rtix�s� ��c ��zn.vved to �n�i:e p�ssi�3��: ��i���er �x�os��c:�jlio�3 of tl�c wor�C as a pt�ri oFfi�� prt�jec! co��sti���clio�r c��er�iic���s. T��e �'.oniT�Cl01` S�l�II �ie �t=s�}O1iS1�7IC Ftkr t��C �.1feSePrail4[� �r:illc� s�i�ll US�: �.V��-Y ItiT��ca�t�trt� L{} �7[�v�Ri �tii�i�g� !�} �� I LrE�S, s��r��l��xer�+, plartls, lav,��s, f�t�ces. c�,lve��s, �.�Fbit�g, �'�a�cl s�l l�i�er t}�j�e5 ot' �iructu�'cs or in1pro�en�enSS, �c� il�� Wi#��.'Fr ��wer, and �;�� lifl�s, ��tcl �o all c�,nci��i#s, uvert��a�cl �c�lc liues, ��� ��}p�u•���tiai�ces �1�����of, 1jiG��i[iitl�; t��� eanstn�ction vf ��rr���raxy f�rzc�s, a�td to al I���l��r p��l�iic c�f privax� grc�p�r�Jr alun� or a�ija�:�e�til to l�re w�rk_ `['#i� �:oi�Rrac��r s��t1l r�ulify t��� �r�}��:r rc��r�se�.ta�i v�s of owncrs crr �c�c�a����t� ssf' �rti�bli� or �,r�v�te �asr,is ��r u�t�r�� �n ��ust�s wl�{c�� �ni�;lsf be af�'�ct�d �y il�e w�r�k. 4�c� iioii�.� s��all I�� �i�a�ie ai E�.��s� lo�t� ei�*!at (��) tYoiirs i� advasicc o#`#i1e lac�i�r�iit�� o#�#I�e wvor�C. �l�+�lice,� �l�ail k�e a����! icah�e tc� bc��lti p��hlic a���l �x��iv�te u�ilify ccai���anie� ck� a�i}r carpvx�tio�}, corn}3any, 3 ��d ivi�ual, r�r alF�ci�, C! IIt�� :i.`i i}1i�S1CCS OI.' {}C:l:li�73�l�Sr whc��e lasril �r i�le�i:sE i�� lanc� mi�;��� �c it�7i:c��cl hy Ehc� wurk, 'L"i��'f:�+�Ytraator s��aE1 �� r�sponsihE� �o� all �ama�e; �r ir�j►�ry�c� �rope:�ly of';�rti�+c}�aracic:r �cs��lii�r� fr��ti,�i�}� acC, u���issioi�, nc�;I�:ct, or i�riscoi�ducl 3n ll�c rrja��trcr or n�eiho�l ar cx�culi�n oft��c wc�r�, ��r �l� ���y lirn� �uc, lo ��teciive w���ic, n��teri:�l, �r eqt�i��mc:nl_ ko�� Wunl� W:i[er J)+�p,,rt���e�u i:- 3� ��[oi C3� {'{MLY�LI44RS '�llier� a�td wl�ere an}+c�itcct or ir�clire�l it�jKary ts don ic} ���#��ic ��r pr�va�cp�o�erty�;x ac�ount o��iy acl. �missio�, �e���.c�, [�r Slii�COtidU�� C�f tl�c e�iec;�J[i4n O�'t�i� WO�'J{, or �n c:[�ry��:�l�eltic� uf I�i�: r�on-cxec��ii��� 1�7�r���c�i� l�ic �rt�rl of�tZ7� Cnr�#r3cic��, ��� sf�all �eslc�r� o� I�.�v� r�stc�r�d at his �wn cost aud ex�cnse �ucl� prn�,�r�� to a�o�id itin�x al leasl ecl�al to il��l exist��x�� he�'v�e su�l� d�ri�agc c�r urjusywas �ivr�e, I}}� npairiri�;, reb�i�ldir�g, or � C1E�1t�iW1SC f'{"�]�#I�ff�� :i�l[� f�SE011�7�, �is TTlay l�c dir��tecl k��r �i�� Own�r, ur f�c s1�a11 rnaic� g�nd s�cl� cl�r�ag�:s or i���ury in a�r�ar�ner acc�plabl� lo tt�e owr���r �f c��e �arcrpe�t}� and the Cngi�ee�. �ll fr�ti�cs ��icatii�tere�l �r�d re�ncxved ciurit�� corts#r�act�n� of i�i� pr�jeci s�yal] be r�:storc�d [o �he ori�ind� �o�tciition or a l�ette� tl}a�a o�i�in�l �cs��d�lion t���nn �:cksn�l�:liar� ot' lh�s �?f{}��CL, W�3�I1 VJEFC C{:�1�111�, �il�icr wire me.�� c�r h:�rb�r3 wu•c is to be ���s�c�, tF�e ��r�i�ra��or s�ail ��c cr�rss ��racecl E�osts oi� eillier ��de or�ernt�icr�# e�,��i��ezil bet�re tlic ��RCC 1S Cll�. ��10U I.� ��[I1�1.[7T1d� F�iICL Cll�S �C IiCC�55�71�, the C'csnl��,�tor sh�ll provFd�; �rc,s� �}��+:C:d �}�StS �]!'OVlC��� �l lli� ��TT[l�l��nl C8S�i7i�:�ll �lilil#3, h�fare il�c f�;�r�:e �s cui. 'Tcmporar}� fu�Ycu�g sl�a1l ba c�e�ted ir� ��lace c�f F�r�cit�� reirtoved whe�e�cr lhe wnrk is �t�t in ��<>gr��� ��c� wl�e�s �l�e sitc is v.�ca#�� ov�n}i�,���, a��cll�r;�l �11 ciir�es t� �revent IiveStoc�c f�om cnt�r��}� if3c c.c�ns�r�clia« E�rca. T�ie cost fvr �'et���: r�;��ov�l, tcrr������ry c�osur�s, �an�1 rt��tit��c�r��en� �hail i�e ��hsi�li�iry tc� ilr� v�riuus iten�� ��id iE� ll�c �xrojc�l �rapvsai. �1�ete�ore, no se�a�a�e ��ymeG�z shaEl l�� a11�v�recl fo� ar��r s�rvi�e �ssc���atccl wiil� � Etiis wark. [n c�.�c ��� �'�ilu�� ut� itti� �rtrt �i`��Ye C:on#rl�tnr �a r€:�ic�rc� suef� �rir�ert]� t� �nak� ��>c,cl such ilarna�t c�f in��ii��, ll��: ()w:i�� ti��y, upc�si l�it}�-�i��x[ (��) liours written no�ice ur�cler n�-ciir�ary �ifct�rr��E:�nc�s, �tt�c� �vilhout �rt�c�c� wl�ei� a n��is+„�c:� or �����r�l���s �on4�i! ic��� res�l�s. proc;ee�l tc� re��air, r�i�ui Icl, �r OifiCr4ViS� i'CStOa'� 8�kc�y �r�l�rCri]I �S C71�1]� �)� cielcri7iii��:� by lltc C�wi�er lo kx� ii�ces�ary, ��il llr� uos� cl��r��J� will bc� cled��iud fro�r� ariy �7�onies duc or to �recoir�� c1��e co tlie �r�ntrac�c�r t����cr ��r�s C'orrtr�cl_ [:�i-C_ 1� lN�I�:�F.�TI�E�1T C'�}T�iT�1l�T{.}.12: �l is �n�ierstnod and agr��i by ilxe �srk�a� hes�ta ll�al. lhe C.+�1llf8CLpf S��I� �ferl��3il�l ��L WO[�t �fl{� Sef►'k[:l;S ItCCE1311��s 75 �[i t�iclepei�derii cot�l t��ctor, ai�d n�i as an n�c�r, a��nt, scivani vr e���I�����: c�C llte C}��t�cr. C��ntf���or sh�il tY�ve c;x�jusive �o�71t'ol of ��d llze excl�sive rf��h# t� cnniro! ll�� de[uils of rY�l I�ie w�r�C ��ci �eFvic�� �yerfc}rm�:�l lYcr���t��er, �r��i �II p��scsi�s ��r��iti�ing sa�te, a�td S�li�IE L1� 54���� ��S�iQ��S1�I� �OI- IE3� 3G�5 �1nd c�rnis�ic�trs of i�� ��fficeFs, ��;c���s, s�rva�its, cr�i���oy�es, r.o�,�racicsrs, st��+c:o�,lr�t��ors, licensee>, �nc� itYviEccs. 'l`h� d��tnne �}' �e.��onde�i su�et�+�r s1�al I�o# a����y as ta�iweu�i tl��e �wn�r �nc! �'t�rrtr�ctor, i�s o�fice�s, �ge�its, �rupto�c:�s, �oi�tr�t��ars and s�;��vn[ra�tcsrs, atrd nnt�rirr�; herein s�,all I�c: ccstYstni�d as t�rcati��� a�a�l��er�l�i� c�� �oinl �;trt�r�xrise ��e�ween 1��; (�wrr�r ��i�cl Canlraclar. �6-C�.1� C.()i�!'TF�C:T(�R'S ��L;S1'C}I�1�l�ifi.[TY PC]It LlA�1A.{a�. C`i.A�MS: C;oritra�tor covc;�auts a��r3 a�ree� lo and c�c��� fr�rc�:y iiYcl��nify, t��l� liari�r�ess an� ��Fer�d, at ils ��r�� �xpr:nsc;, �wner, i[� n�'fice3;�, ��;���ts, sc�rv�tils ���d ern}���sye��, �sU#r� �sl� �g�31I35t �[i}� �ald �II G�a#fSl� l�E S�,IIIS �nl' �}I-O�)�It}� �C}S� �r d�nl��;�: ��,r�ilur ��er�<xn�l it��ur}�, it�c;luclifr� cJcath, t� i7�1]� �1f7{I �i�� �}�rSO[iS, ot' kvl�at�vcr kinc� oT chsrac�cr, �wltel I�er r�zl ��r �ssert�c�, �rist��� tl�Jl O� fon W��frk� 4V:��er Ue�rartre�cn� C'- 34 {�aiu:i:�iC:ouili�iu�tis or ir� conr��c�in�r wi#l�, d�rc.�:ily or indire�:t��,111� wnrlc �tici ��nriccs �o f�e per�o�i}�x� h�;rc�t��dcr �r� Car�fractor, �ts oCli�crs, agen�s, �mpl�ye�s, su�����tzractors, l�cctisc�s or i��vitc:ss, WI11?'F'f [L':i� �Y� Id()T C�iLi�LC], TTxi 1�3�)i�,� C�f� Tk�1 !.'AItT BY T�E �1��,�:��:r� ��Li��i�CF ��' T'rS o��l�l:.��, A���rr�r�, ������NTS, k�I�l1'L(��FES, �'[]�FIT�1��'i'i=?!'��, S[�B�'C3i�'l'��T[)CtS, L1S�=��15�1N�, }lhlll 13�1�lI'Ti��:S �F 'f"3�F C'ITY; ar�il sairl �c�iti�r:��tor dae� I}erc�y �ovci�ai�l a�d agrc-� to r15�LL�TiL �I� �lt'i�T�l�]+ iiTlt� ic:5�l�[i5SF1111� O� �I��, ii� ufCic.crs, a�,�r�ls, �erva�rls a�Yd ct�a���ayees �'c}� ���}� and :r] I cla�j��s ar �u� k� fc�r pro�y�rty l��s c�r c����agc andlor pe�rs�nal in�ury, in�l�icij�g ��e���l�, lo :��ry atid alI p�rsvns, of w�yats{�evc� kiit�i otc3�����cicr, wltex�ier re��! or asscricd, an ��rxg n�t of r�r ��i cotui��tion wili�, �ircctl�r nr inc�irccll}�, it�� wo��k ar�cl services icr lae J�e;rFon�ec� h�r�ur�d�r a�}+ Ccat�E�'�cio�, i�� o�ic��s, �ge��s, c:�r�pl���c�s, st��cc�t�E�acto��, lice�se��s atsd �r�vi��es, W-HF?�HFR Cl� �1�'C �:A�,T��i?,1T� V�I-���,�? ��t li�i P�RT, BY TYIF Ai.LL�CD ��GL1��?1�1CF ��"I`�L� C.���f�i�FR�, h[�L�!''1'�, 3LR�f��]'T�, ��Ci..���1�"+E�r k.�}l'i i Lli1L�•lyLliLJa ����Lfl�l*i L*J1J`t��}ti_71��, Gl�.�.�,I�]��:1:� AI�I�� II�V�'1'L�.S C�i� TI��: ��T�. C'oti#ra�tox- Ixk�wisc cov�nar��s iu;�i ��ees t�, �n�i does l�cre�y i�rr�ernnify aa�cl ��oi�l hx�riless t��e ��l}� Cror�� an�l a�;��r�s� :iny a�rc� all injt�ri�s, ci�tna��, [oss or destnlc#i�n �o �,ro�,e��ly of11�� [-'it�r �t�rirj�, t�}� ��esfor�ti���c�; o�'uiy of`l�ic i���ts a���l �uitc�iiiar�s ofLlie C'o«Era��, �VII�?'I'��Il?R hRiSl�J� ���'.��� C�R IRi �C]3�1�k�I�(-.T��IT� WIT�� �f� 1�.FS[�1.'j'Ii�1C� I��1�C�,�f, ITJ� W��(�i�iy: (�I� IN �'�RT, l�1�T� �iAl�) ��f.l� �LLIsECiL� �i�:'.i",� C]�t �i�vIISS�[.1T�S �E� `3'�TE C�€�"l���'k:F�S, A.��FT�T�, S.I:R'VA�1"l'S� F�fviPf,�YLL�S, C��1NT1tAi"�'{�I�, �LJF3Ci�I�I'i'f�ACrl`{�i�S. �1�CFrM1�S�F?� �� �t��ri`h�s c�� �r� c�w�L�. In i��e cvc.ir� a writ#ei� �I�i n� for c�an�a�es �ga�nsi ll�c cr�iiiractnr �r strbc:u�ilr�ctc���s re�zs�it�� xjr�s�:�t�cil itt t�}e tiZ��c a�1 wor�C o� il�c �ro�ccf lS�s he�« c;ori��leiec� lv ilie 3alis��cli�tt of lt��: [�Ifcs:kt�r c�E-!h� V��ter D����rt�t�eni, t�s �vitl�:����cl l�}� a�tu�t it�s�eclion, ���at pa�r���eirt t� 11�e C*vr�trr�ct�ar �l��il ���� h� rccoi��nze�3�iec1 lcs kl�� �]�rc�t4�r ssl`tti�. V4+.'�tt,�' 1)e�:�r[m�:i�i !€�i' ti E��ri{��i o#�����i��r (-iQ� �I�ys a[lce ttie �.�ie vl'suc�� lirral ji�s�����ic,n, ��«Icss t�e C:s�n�r��lr�r �1u�11 sul��yiil written evici�nc� sa�i�la�t�iy �c, tl�� Dir�ctc�r lEi3t thu c�aitu �}as been �e��l�eci �nd � rcl�:as� l�as bccz� �l,lainecl Ti�+��� tl�� c�lr�ixnarrt invo�ve�i. lt ���e clairns ��ncerne� rc,Frrtait�s u��e�l�e{! :�s of �l�e ex�►ir:�tion ot` t�}c �b�ve �{1-clay� ��et7oil, t�1� C:ojiti�►ctor n�a}+ I�e �i�emed #u be er���il��i tu a sciil�-fir�a� �t�yz;��:nt �'or wor�C cornplelecl, s�c.h sc��i-f�tya� p�x�r�iciii lo be 3r� th�: a�uo��ni ��lu�l lo ctje c�ollar :�mc>���zt il�cn dtie less ti�e clnll�r val�e ��I" ��� wriltc�i c�ajms pe�n�i�t��; against ilse �ani�ac#or a�risin� ���t vf peri'omt:�i�ce of ��ach wnrk, �tld SliC�l S�illj-�naj �8�/t�iCll� Clla�+ L1u Yt�GOli11Y1�1iC�� I I��r tlx� �IirCC��C. ��'11� L)CI'�Gt�l- S�l�1SI li{�l f�C[rrnmC[Y� �I�:i� �a�+17�Bt�i �t� 7� �Qfli�'acl�)r �l�t�ii�s� whoin �K4ch a clai�,� #�r �l�l����es is oi�tsta��cl�n� F�r a pc�iorl �f six. n»r�i��s foll�wir�g t�e cl���: o�` �I:� ac�epl�nce n�' �Is�; wnrlc �u�[��•��x��� ����less i�te �aisiractor subs�iits e��i{�ence in ��rr��Eug s�tisF�cto�y to Ik�e �lirc�;tc�r rhrtt: A_ TfYc c-i:�iin �la� h�:e�� sctzlc�� ar�d a re�ea�� I�a� �ee�i c�l�t�,�n��l l�c>��i tl�e C,��i�Fitllkk It1V�7�Vec1, t?� I�u�t �Vu�il� Wal�r a�partrrscrrl �'- i5 {ief�ei;�1 {:oi�di[it�ns �3. Ciac>� f�titl� et�`�r�s Itiave bcen mac[� �a se��le s��f� o�ats�a�ie�i�ag c��iR3�, �nri s���h goo�l I��itt� ei'for#� I}u�re f�f.ilcd. if�nr�<iific�n (A� abov� �s rta�l a� iu�� fime wi#lryin it�� �ix ntoi�i�� �Seria�, the Dire�lor s��all recotn�i��n{i �t�a� tltic ��r�l paymenk t� the �:oi�tracto� he m�d�. �f c�ncla.�Fon ���) ahnve is nYel �l :�s� [ift�e wiihin ih� six sno�tilt �r��cl, th� ��recEnr n,ay� �cco�tvtietid l�raE �ti�1 payme��t t« t��c ('art#rs��#or be rnt�sc�c, AE l�re expir�Y#iot� of 1l�� �i �c �nc�nl�� �r:rioc�, ikYc Y]ireclnr rt�a}� rcconrs�Yer�{� that Flr�a� `�ayii�ei}t bt� r��acic �i` a�� otl�cr w�rt�C h�� �ces� �r�:�l�ar�rt�d �ncl all c�lhe�r abl#galions �a ll�e �ot�#�ac��r hav� i�eer� r�Ye� �o il�e sali�faciic�r� �f lttc Direclar. 'Y'i�e l.�i��ctor ���, i t`l�� �cems i� �ppr�o��riatc, refus� iu �c�ce��t !�[d� o�� nfh�� W�tc:t 93e����ient �'o��lr�ct work fi-om a�r�ttlracior agair��t ��+hotn a�laim for da�na�es i� otits��ndir�� �.s a re�ult a�u{orlc perf`o��ci u�ade,� �l �'i#}� C'���,tract. CG-�. �3 f'�}T�"�'R��"�'OR'� �LALi�1. l��I� UAMI����: �h<3u�d tljc C:�ryl�ra��of� ��aim c�mper3sati.on ��r a��y all�gec� cia�r�ttg� b� r�asnn n�`�l�c ���s or c�rni��ion� ���-i��� {�wrrcr, lrc �l�all �vilhin lh�is�. c�a}+s af�er �l�e �clu�l st�s�ainir�g o Cs�t�fi all��eri d:�tn����, m�ke. a v�rrit[en �tate��ienl �v lhe £����;i�r�er, 5e#ling �x�tf it� du��il #i7e r�7c�t�ili s�c�ex:c�i�7g i}rya� �n �vl�icli a��r st�cl� r�a�ziage is cl�ir�t�,�d to l�avc b�er� sus��it�cd, t�ie Cnn�ract�� sl�a�1 �ii� wit�� �I�c E:igii�ccr an itei:�a•r.ccl slal�zt��zit of ll�e <�e�ails a�rd atnos���t of sucl� ���cgcd dan���� and, �pc�t� rcc�K�cst, S�i�4II �',lVe [hl: E�I1�iIi�Cf r�GGe�S �O ��il �c�oks o�'��c�r���t, r�cci���s, voucliers, 6� Ilx uf l�c�it��, ai�d o�l�cr tr��ks �r ���pe�rs cvnt��r�� ng af�� evi�lcr�ce :�s �c, lf�c rtrr�o�ui� of tu'l2[;Il ill���;Ci� {jilL71$�C, UfkI�S.S SLCC�l 5��f�C11�R�� til�rl�� ��� 1L1C� ;35 �1���1T1�1L7S}1�1: C#:L�l11YL;1�, �li� �c�nlr�cicsr'S �I�I�1� f01' CO�li��f�S�tion Sf���t �i� ��r34���1, ��d ir� sh�ll nnl �e �s�Eitl�cl t€� �a}m1an� ��� acccr����i �#'sK�c1� cl���ages, �:6-f,.l� A_f�JIT�'I"lv�k:k�!'S C)R It�LC7(;'A`C[�hT C}l� �U13,i,�C' iJTI,T,fFTLS; lr.i case i� is r�c�css�t{y lcx cl�angc, mc�ve, C�r.�l�i�r 1l3 �iij� ff#�f#1i�r tklt� �r�?�1�=1�]r ol'd �ul�lic' �itf�il]I Ot o�h�.�rs, ih� s�i�l p�'o�7crty si�rt��l n��i hc m�vcd or intcrEc�r��i wili7 ��t7la� �rclers Lliei'eK���Y ���ve he��� isw���:cl k�}r #I�� Cr,��irc�r. '1'I�e r��l}l is r�sctvecl �o �€�� owi3c��•s ol' ����bli�: E���IiLies to er�te� tl�e �eo�a�hi�a� iinv�s o� the �'c�nir�ct for ���� p�xrp�s� c�l" rn:��i��� s���l} c�a��ge.;; o� r�:�:tirs to ll�eir �3fo����y t�a� m�y �e i�ece�sary 1�}r the �erfor���ance oF �his corrtract. CG��i.15 T�EViF�()R�l�� SLWi;I� ,A�]T� �R1i3I�1 �'O�k�tF�"��C�I�S; �JV�len exi��ir�� sewer lity�s I�avc i�o i��; �;��Ce� ��� c�r rc�noved, I��e �`�n�racicsr s���l1, at liis u�t� exp��jse n�7d �osl, �r<}vi�le and rn�ii�taii� tet��j�arar� auile�� �nd cor�flectior�� iar:�l� �rivate vr ��1hlic �Iras��s ��rt! �e��re�s. Th� C'c���raclur si�all a�so ta�Cc c�,rc afal� seu�a�e ancl dj�ainag� w��ich �vil� b� r�c�ived fi-o��� tl�ese s#rair�� �s�d ��wcrs, ai�cl I�or tl�is purpose Itie ���al I�rc�vreic arrd r�aiF►����}, :�t i�is c�w�� cost a�ir3 ex�er�se, �(1C�41�tC �11[21�I.Fl� �3Citlll�S �1t1I{ �CT11�C►Car�+ OLL[�C#S c�r cliver�i���, Tl�e ���}��tra�i��r, �! l}i� ow�� cosl �r�d �xp�nsc;, slya�l cnns�r�,�i sucti fi���l�s, ��a}�c�, or oth�r �Ir��t��res nece�.sary, an�� bc pr�;�z�re� at a�l iiTn�s t� di�pvs�: c�i'e�F�in�gc. anc� sew:��� �-ec�iv�d I�rot�� ���e�e ter�,�c>rat�r coi�eclions �����i I sitcfy �iril�s a� th� �rcm�ar�crrt �otii�eclivn� �rc hui�l as�t� t��� i�k s�rv��e. 'I'�,e �;xisling sewers a�rcl c����u�c�;lic�i�s sliaal i3� }cc�sl i�� sci�+t�e �art I�Vat�h Vkf�i�r C1e�s�r[mei�l C- �6 C'xeneiat (:ondElio�� a�1+J ��z��i��t�yin�.c� ui��ler ll7e �;onlr�ct, exccpt w�i�n s���:cilicd ot' oa��t-�d tn i�c abt'u���r�e.�l b}+ ik�� ��i�gi�e�r. AI I u�+:�itr, scwa�e, ar�ei oll�er wast� sk���l l�e cfis��oseci nf ir� a s��isfar.tory ����ttiEi�r so �lial n{> �ui�az�c� is erc�xt�c� aiicl ss� tlYat �}t� wcark u�td�r r�o���n�ci ic��� wi�l �� scicc��atel� 4�rot�.•c.t4.�1. ��x��.l� ARRI�I�Ci�IVf�I�I"1" ANU Cl'�1�RCi�:� l''��� Vl�f�'�"E?�� 1�1��.1�lIS�CD B� `l"1��� (�1`1'l�: �Vh�n lhe Coflirac[�r de�ire� i�c� u.�e C:ily watu� irY cc+��ieclio�i wi[h as7�r e.o2�str����io�� wor�C, lie �i��li n:►akc cornplete ar,d sat�sfa�lvey �rra�gc��tients �vziEi il�e �ar� �'�f�rl�� ['il� V�Tatcr l�cpartme�tit �'c�r sa �oir��. C�ity �vate� f����shccl la tlYc �`o��lractor s}k�lI [�� dcljveri:�1 to ti�c C"onte�ci��r frorr� a ccrnn�cC�ot� o�i ar� e�cis��ng G�l� tiY�xii�. �►!I i�ii�it�� rer��i�re�l l���attid ifye �ainl of cie�i�r��y+ ���all b� it�stal��� by cl�e Cn�,i�:�ctor at Jtis �w�, e�xpensc, '1'he ��r�lr�ctc�;'s res�onsil�il�ty in �,e ��s� o#` al I e���ting fsre 1�y�3�-�nks �t�tlfc�r valvcs i� dela�lecl i�� ��:ciio�� r�-�1.2 US1? �F I'1R� I�1'L]ItAh�T� fL�i� 1l�.ilFrS in thes�: C�c�tcrt�l C:ai�#ra�� 1�)c}ct«�x�r�is. i�Th�n �r�u[cis arc u.�e€� Cv nt��ur� lt�� waier, li�� �l�arges, � f s2�y, �'or w�ter w#] I!3e af �IY� re�,�l�-1j� CSi�1�I1S�l�r� Ts��e�. W�3�ri iilC��fS ikf�: n(1i LlSCC�, i��e �:a�;fir��s, if ai�y, ���ilE kre a,� �,rescn���c� l�}r il�c �i�y Drrli»:�nc�, or v,��rerc nc� ordiitarYc� applzes, 17el�+IiiG[l� Sf1e1�1 k1� TI1�C�� v�� e�lim:�ie� ��c] �a��:s cstahlis��ci h}� tlic I)�rectnr of �l�c �'ort 1�cxr���� V1�atc;r D�}�:�rEr�7e�t_ C:�,C�.�� ��151'� C]� 11 �E�.�'i'i[�tk! ��� f'C}RTI�I�i (71� 'l'HC i�UC)I�: �l��never, iri l�i�: �pir�i�n of`#Ixe Hngine�r, d��+sc�li�ii nr�snr�i��� ��l-ti}� wor}: c>f asjy skt���ciM�r� i� i�� s�ital��e �o�jcirlio�r, ir �uay be �,�,� in�o u��: u�►o�r the wri[�e�� ordcr n�'ttke �n�i��i:ef�, and sucl� ��s.���: s��ti11 uul ��� �i�:ld to I�� i�� a�ry v�+a� �s� a�ce�l���ce ��f ���ic� ufc���� cor �ir��cturc �r ��ry �+��t lhc��nf or ab t� v��tivcr or a�xy o£ �i�e provisi�its or 111�s�; �o�rt��c� I)c�cumejrls. A�I r��ce.��ary rej3a�rs mt�! r�i�rovals �sf �n}+ scctiorj �C lh� wc�rtt su }���� sitt� u�e, r�tEi: to d�fective m�terials r}r ►�ofkr,Y�rYsh�p, �cltiii�rtict�l, o� to cle��ei�r�� operations nfl lG�� ���u�t of t�i� C;a�rlr�x�.�t�r, ��iall i�� �Se�fur�nci� i�y t��e �'.csnEr�ct�l' t'�i ��ts �wn �xp��se. �b-�_18 C��1TRI�CTC]f�°� YLk���'��51BLG!'1'1� T'(�R T1�L V�1���1�= �JnEt� �vriltcsi �cc�pla���:e by il}e �v�����er �� �r�vi�iec! fnr in ltt�s�: �:ont�a�t Dr���ji���lls, ��,� w��r�c sl�a�l �� u�der ��ti� c��a��e z�nd rar� o.F the C:ontra�fo�, ��xc� lr� �1�a�� I�ice ev�r�+ irc�ess:��y �rre�aulic�� �t� �r�v�nl injiiry ui` �I������� t4� ii1� �nrl� or �1�� p�r� tl�c:t�o� by {x�#at�n «f thu ele�r�cjits or �If11ri 3ii� G�4�S� wl�al�cieYer, wlt�;#iier arisin� fruru llYe ex�cuiiojr ur rrot7-�x�c�xiia�� af L�Y� wc�rlc. 'Tl�c ito�i�ract�r shall rehui l�, repair, �e�tore, 81iC� ITI��e �C3{)[.L 'rE� ��TS �W�F �7{�1CI1S� ���I injt�r�es e�r cl�rr�{x�es �u atty #�orkivn v�' lhe x��rl� occa�ic�rte� L�y art}� nf tl�� �icre�j��l�ovc cat��es, �:(i-G,�9 1�][) W�1V�Ft {���_f.F�Ri, t�1CzH'1'�; [�rs��ciio:� by 1��� F.r��it��.er ur atr�o�cler Fly C�l�, C}V4�!]�T i]j� R:1j�li1L'nE O1�i71Qlt�j� �1f r�rr�r payirrertt fnr ar rtcccp��nce �F��ny wuric, or {���y e�x �eati��nj� �, �' E �R�e. ur nrry ��nssessiK��� ��rkc�� i��+ !!�e �,'ity sl����l ��ot o��cra�e as a�v�riv�r of �n�r ��rovisi�ji at' klxe �o��tr��� �?o�t�i��ci�ts, l�s�y rv��v�r o1' �iny hr��clw or Co��i���� �3�a�1 nol be I��,x1i.I �ll �?� ,� W.3iVCF C1�iili� O���i.� Of SLI}S{;{.�11L'I1L �1�'�i3i:Ii. Fa�t �'Vorl}� W.i�r� Uc�rsnlrrcc�at �:- 37 �cncral �:onclifions '1'h�; Own�r �eserves �h� ����1 lc� cc�re�c# any e�rc�r ���ai uiay !�e cii��c�v�;rt-r� i« �y esiir��alc lhai �rra}� ���ve l3ee� pa�d and tc� a�ljus� ll�e sa�ie Ec� �nc:c;c tlYe rc�tiirem�nts vf ��� ��rt�ract �c��s�nienix. [".(r��,7.�� €'EI��(�T�A►L. �.�lSlBri.,f L�C (�f' �'��FiLiC C]F'I"'1�-11�L,S' �[] [13T�+!]ig [)lif f.t�l: pr�visi<}��� of tl�csc �r,r��xa�t I,)ocumcn4s or ir� exerci:sir�� {u�y ���wer ar aull�vriiy �rar�#�d the��uncler, i�ie�� slt��ll be n� �iahi li�� �po�� t��� ��l1�vz��ccI rc�rresei7taiives af thc �wner, eil.lt�r �Ser�nnalj�r c�t c�t��c�w�sc as lhey are a��rYts aitd re��r�ser�i�tive� afil�� C.il�. ��i-G.� I S'�'A'1"1� SAi.F�� i'A�C= t7�: a contrac� au,+�rc�c;u] by ��je �:iE}F aFEFc�rl V�I��114, �r� org�,�iiratio�� w��i�� c��xaliFres fur e�cem��fon �su�suan! ���e prt�vssiu�Ys ofAi�tic�� ��],0� (�i.� of tl�e Tex� Li�,tilud Sa�esk cxcise, an�l [Jsc1 T�x Ac€, lti� �c�nEF�ctor rFta}+ pur�hasc, rcnt o� le��sc al! m�x�eri��ls, sK�ppli�s �ttd cquipmen� useci o�' cons�s��c:.�l 3n �l�e �c.*rf«rnt�tc�e ol` LYllS �O�il�fA�=� �i�r 155uin� CO i�iS Stl�]�)liCl' �11 CKeIrG�llUri ��Ct1fiCAtC i�l Jie�t p� l�le iax, saicl cxcm��lior� cer����cate io c«�,-���1� wiih l�l�� �tate �o�npl�x�ller's R.ul�i��; ,U�7. r�ny s�ch �x�r��}�t�o� ccrti�Fcate iss�Iec3 b� zi�e� C'a�iirac�or i� I�et� nf t��r: l��x slx�� I��� sub�ect tn �rtc� ���flli C:U111�71� ��+1ill lli� 1.}3"�V35111i75 O�.�ii�ll� �O1T1�}ICCIIIE;'S RIIEICI� .�)� I, ar�d a�ty o�iter :x13��i�,al��e Stat� {'ot«�rtraller r��l i�r�� p��tai�vt�g �o tlYe `["��c�rs L�i��tit�il Sa�cs, r�xc�se, and l.Jse 'Cax llcL_ {��x a car�tracl aw�rcfe�! E�}� a�cvc��pe� �'ur ll�e cnr�s���c�ioi� ol'a �uh�ic�}�-�w��e�C irt��t�ov�:t�rcjr� iix a sEr�el ri�h� ��l-�ay� or olllcr �fL�en�ent w�iich IYas ���rt d�dics,��d �v ih� ptil�li� aiYd ll�c C�Ety �F �c�r� �N<rr�h, �tr� �r�t"illiZ.9�IQ�x �IlIC�Z ljU�i�1�lCS FOI' �}:�lil�ltl#1�7 p��s�a�tt to i��e �r�visions u� Artzcle �f}_El� �H} �f #1��. ��`exas Lsrr� ol�:c� SiMies, Lxcise, �ncl � J�e Tax l�cl, �i�� �onir��ior �ait ��rnhal�l}+ l�c excrn��ter� i�� �I�e sa�����: rr�a�urcr sl��tc.;ci �xbove. i.i�3ited Saie, i;xcis�, a��l iJsc Tax pci7�i�ts �ir�c� inFc�ri����iioti c�ul be �a�lained t�orrt: C�o�riptrollcr ot !'k�l�li� �A.�coE�nls jale: T:iX D1V1Si0ik �►41�11f�, re]C:1S l�osi Warih W���c� Ucpnrtm�n� C;• 3$ Gcn�nl C���di�itsits SECTI�t�I �'7-I i'I�C)51��`[J'C[{�I� A�VL] �'RC]�l�SS C'7-7_1 SUI�L�'lY�"J�1C'r= T��c ('.o�7irac���� �Iwll �4f�nrr�3 with I�is own ��r����alior�, �r�d witii s���i�t��c:c of`�vu�knaa�� Uncle�� ltis �i�imccl#�lc stapeni�sl�i��lcnce, �vnr�C csf � vaI�� a�'ri�t lc�s tl}a�� ��l}� (�0� p�rceiit o,f. #he �ralK�c cni�r���ec� it� tY�� cr��lru�l. �I'i�r� C�>�tifra�tc�r sul�l�ls any ����rt c�{ �I�e work [rr �re cin�a� K�sxSer tl��sc �on�rac� ilca�unients, 3�c wi�� r�al u�lc�er an� circ�a�t�sl���ces t�� r�l�ev�d c�f i}�c res�4�ii��1}itity a�ic� c�l�li�a�i���� �ssk�nie�� urtcic:r ih�,�e �c�nir�ct Doctl�r7cr�is. �Lll l�ransa��xo�,s ot'the Er��;it��r wi�l he wi�t� lh� �oii�ractor. �u��conlr��cic�rs wi11 I�c con�i��r�c� o�j1y �n I��� c���aci#y nf e�ri�}loyecs a�r�ci �vorft�ri�t� ot` i�i� Co2�lractor anri sh�l I lxc subj �t #n thc sa��ie re.�ui�e�te�r�s as �c� cl��rt}�tc� a��cl Gor�pe�ettc}+. T��� C7���iur wi li r�cxl f�cagnize �ny sul3cc��t#raci��� �n iE�c we�ri�_ '�i�� ��.a�rtr:tctor sh�l1 �l all tii��cs, v�l�ej� il�e work is ir� �}}�era�ioiy, �� r�pr�se�t�e�1 eill�cr i�� pe�sc�n or i��r d �t��eriz�lei�cicrrl or �klie� c�e�i�al�d r�presc.r�taliv�s. C7-7.� A�'��C;1�i�iEI�T [}l� ���l�I�.r�C.'1': "l"��� �c>ntrt'�ck�7r �it�.ill �Yot ass�gr�, tr��ns�'er, �r�bleE, cot�v�yr C}T C1�LlE.'I'4�'J1Si: i'�1��3{}S€,` Cli �1L: G'�13i�-dCt UY �l�.i Ij�I,�1CSr till�, or ii}�cr�st ��� nr !o th.e sa�n� or ai�y ��rt l�ler�:o�` �vE� I�n��t il�e �,r�:vio��� cor�s�it of ll�e C}w�t�r �xpre.��;�d b}� resol���ia�i af El�e C:i�y �c�un�cil and cnr�c,sn•cd in #he S�retics. ]i' llie C`nn��a�;t�r �oes, witl�n��t such �mvic�us con�ej�k, as���;�Y, It�t���sfer, *���lel, cotyve�, or Oiii�iWl�C [11���c��L U�#ItC G011iraci Ol` tilS �1�Iz�, t�llc, Dt ]I�t�I�eSt �LLCC�!!1 OF 717}' ]]:irl �'IC:rf�Q�, to :�M�}� ��er�+�n or p�rsu��s, }�ai�ners��ip, cor�i�aa�x}�, firrn, nr cor�nr{K�i���, �r ��oes !�}� bai�kt����ic�f, Y{}�1331C:� or invol�l���aryr UC U]f 7�C51.iTf}T71�1l� U�1��-'f L�IE: IZ1Sl)�V�t1C� �f7WS V�.rlfl]I st:�[�, ��ttc����C le� �Ii��rcx�� cx#-i��rc ���tract sry��, al i��e opti�� �#��i�� C}v�r���r b� r�.v�k�l anc� ��nr�llcd, 4itticss 1 h� �uret��.;s s}�a�! s��r.�eswlt���y co�r��i�:ic saic� cr���irac.i, and ii� ��tc ever�t �F rjr�y �K�clti rcvc�c{�xlio�� �r a�zxt�lz��c��i, au}' rilortiC.S illl� �i' tn bCCOi?i� i�U� iin[�e� [}r �j� V1 f�ll� ok's�ic1 ccmlr�c� �Itail L�e r�lair�e�l h�+ th� �w��eF as lic���i��l�t�cl e��ir�;�ge� t�sr lh� r��sc�rY ih�l ii �vnultS €�e iinprd�li��l�1e and exirc�ttcly diff:�ic4�li to fix 2he c��mt��;cs. {�7-7.3 i'1�[�� i�C�[JTlt�1� C}r '1'I €l�i W��K: Prior to �e�i�.u�it�� any �t�r��lr�tctiot� t,�se�at«n, 1���: Caj�irac�or sl�all st�E�t��tl �� fl�c T�ttig�n�er in l�vc or i�tor� c��pies, if �ec����steci by the F�grtncc:r, a pro�-�s.� sc��e�lulc ��ref.eral�l}+ in �l�jt�rt ��- {lir���a�i1 I�orn�, t�� a�riei' ot�[�i �7in� i3� cle�ail an� slc� b}� st�}, ���r�u7cr of pa-��usti�tiYi� �he worlc �t�d or�lenng rn�tc���{xl� aE�� equir�menl �+�Ivch �1� �x��e��s lo �`ollow i�� ordcr tn cc>a���l��e llie pro��cl �n the �chc:clu�ed tijr�e. '1`l�er� ���ai� also be suhrr�ittc� ��a�le �f eslitrriMter! ��s�c}+�j�is lo be eained I}y tl�e C'n�tit�acto� d��i�ng eac� nio�iil���+ ��ay �stin�ate ��e�ic��i_ `�1�e f'or�iraclor si��ll cor��n3e�xcc i�i� war�C ta b� �ct�for�lxec� u�zder t�tis cor�lr��l witlYi�� �13e t�t�e �imi� ��a#eci in lhesc C'oi�ira�t f�c���iiients ar�c� �h�I� c�F�c�uc:[ rhu w�r�C i�i a cor��ir�uous ,n��t�u�r atr�i w�lY� st�fficieni cc�ui}�i�ter�� r�xa��ri�1s, �ncl I�l�o�� as i� ne�es����+ to itts��re ii� GOlil�leEicxrt �Yiiliili �t�C IIR3� li�nit. �'�re s�que���:e rec��u�lcr� c�f-a�l cvnstrr�c[�o�t �p�rfr��<x��s s������ E�e a� �,�I tirrre� as s�ec�fi�� ��� tlz� ���s�r.��� ��nti�cS T]c�curs��;�ils, ��l}r ci�:v�al ion ��-nr�� �tit�l� ser�ueazc3n� sl���l1 be. ���be�zi�ted ti� ll�c ��y�i«c:cr for izi;� ���3}3�uvt��. C"oi7#rac:t«r sft��l rtiat �rc�ce;cr3 wash .�n� cls�vi�lio�� M�n��� I��: h�� ��ceit��cl wiitic�r �����Tt��t�l �rc�t�j 11�� Isr�girryc��. Sucl� s�t;�:i�i�:t�tit�n or a��pruv�l by t�}e fu, � W�it}� VJ:��ci �7cpart�r�e„t C�- 3$ {�er�r31 �:'and�raaaL^� ��igi�Eccr sl����lf iY�t rc�icvc tl��c C:ati#ractor fros�� ��i� fvil r�s�����sii�itit}� o l-tEic �o�i��Jct�: ���Ffar��aitc,c �a�'tl�� [1cs«lr��:�_ '1-I�e coi�lr�cl lirr�e itzay be �1r:�n��e� v�l� a.� set Cc�rth in �ccliut� [;7-7.� "�x#��sioi� ofTiry�c aCC:omplel io�t" of li�is A�eerxi���l, ����cl � ��rc��res� �c;i��xl�t�� sl�:�ll tr�� c;osrsli�ute ��l�an�c in ll�� c[>nE���t i�mC_ C;7•7,4 Lllv�fi-�L'1-1()i�� c]�F {�I'�1�'�"��i�I�; `�'he ��ri�it�g operaliails sl�a�� at �I� ti3n�s h� urist���c�iec� �� llic {'op�tr;r��or so as to c��at� a n�i�im�nx a�nnu��l c�f i��c:��r�+etuenc� lo ih� ��i��ic_ �t �ny iin�e wh�.n, in l�i�: j u�gnien� �i� ll�e L:r�gin���, th� �on�{��clnr f��� ol��l��ic�eci �sr cl�sed or is cam�i�}g a�� o�efa�ic���s i�3 ���oriiun oi�.� slj�e�l or pul�iic rigl�� �f way grealer l�t:��i is fie�essary far if�e pr�per ex�cutiaz� «f t�xe ��rk, Cl�c E���,i��eer inay re���fre il�c �o�iir��tor i� finisl� th� scct�oi� oi� wl�ich o���s-atioz�� arc in p�ogress be€orc tl�� work is c�}s��i��t�e:d c�n �iy� a�ililiot��� scclio� o� s#ree#. C7-7.5 Ci-��r���:�r�r� �r Wc��xr�� �rr� ��u1�n�L�1': l�o��i �3bn� �h��! be used lry �ate �ont�acior i€av�iir�l�le, T�re �'«r��ri►ct�r ���a� briii� isi firor�� ou�s�cl� t1i�Ci�ty ofC�ort 1Nortfi ��i� �C�y m,�n az��� E�is s����crirxte��den.t_ 11.1I c�th�� wo�l€�nci�, iI1C�tl�lll� Cc�lIl�FilGill op�:r;Mlors, #1���+ LiC �lll�){1C�C#� �3�klj� +�I�CI' ��1� Itlt�l tiuF3�7�� IS [:JCIt�lUSli;l�. T111; C_'.Oi1��:31;�Uf S�181L c�«�a�o}� cr��ly �ucl� s���:rfi�te�rcie.rrts, [orefner�, �nd wnrkmen �uh« �r� c�rtuf'u�, cc,n��aelen�, t���c! iully+ y�dli �icd tr� p�:r�ar7�� ii�c d�t�es or tasks .�.s�i����� tn ll��:�z�, ar�ci [1}c� �n�;fr�cc:� rr�a�+ �3ernan� ��ci s�cur� ���e �t�����r��r�r �isiz�issa� o�atyy pe�ox� r�r per5���� e�n�ic�y�:d a�y tl�e (�oriiract[}f IFI oF a�nu�� or c�n l�€� �York wht�, fu �hc ��tt�ic��� r�f ##�e ��wner, s�a�l miscorrduc# hirn�elf�r �� �'n�nu� lv !xe i�cc>m���ie�l, riisres��es�Ei�l, itslciti��crale, ciisl�or�e�E, o� ol�ie�wts� ohj��k i�r�al�le or neglccl�.�Gl ifl I��e J���r�c� �efforn��z�c� c�f his csr li�u�t' �l��t�cs, or w�io negl�ct� or rci�uscs to coni�S}+wiR�� or c�rry oL�l tiie cltr�cii���s uf l��� �}wrrcr, and suc13 �acrsot� �r ���rsor�s s�Yal� i�c�l bc c:��j;�l�}�ccl a�a�❑ �Yr�rcr�i� wil���ul w�-itte�� ca���c�zi ul-ih� L'•t��fn�r_ 111� wc�r�C�nen �ha31 hryve ���f�`�cien.� skill, ahili��, ar�� �X�S�fiCt1�� tQ �7i�0�}�flj/ ���i'F���TEI I�1� wnrlc rE��lg��cd to tliei�� atr� a�er,�lc :��tiy �c}��i���ien� nec�s�ary to p2�o�rcrly cariy o�it tl.�e per�'a��anoc of' 1���: �ssi�«:d dK�li��. �'f�c �:c�r�i�a��vr �I��11 �'urn3s�� ��d ��ir�tain #}�x lt�e wur� all suc�� e������r���i�t a� �s canstclere[l�ko l�c [��c�ssa[�+ tor �arosecx�lior� o�S��e wnric in ru� :�cc��,�ablc rYiai�t�t.r �uYd �t �r satis�aclory ���c of ��to�ress_ All �c�ui�cyic��s, to�Is, �t�[� ���tchi�ery usec� fc3r ��anc�l�r�g m�i�ri�is a�id execillin� ar�y �;��� c�I'tlie ��c�r�C �I�all h� �u#�jcc:t #o llrc: a�3�xrov�l oFilY� Lsigii�ccr a�rd s1�31L bc rrtaiittaia�cd iii a saiist�c.toi�, safe and �f��cier�� wc�rk�it�� cc�sYdiifon. E[�l�l��in�nt pfl ai1}r �3�rtl[�r� c�Cl�l�% 15�(srk s�i�ll I�t; Stl��ll ti1�71 L10 I[i�li�y �r1 l�l� war�.. wc��kmen nr adjacent �ropei�y wilk r�s4ilt f.ro�i i�� use. �:7-7.6 VVi���l� SCHF.C�IJ�.�: �I�����r��rici���;ci�l}�S Sj1iil� I}Cc:l)fIT�4���{I �li'�F�IfI�VJtljl �11l: �CSL C11� C7��4fpilC CQII-k�����[I i3S ����fl�iL ifI C. L-� -�� "i�V�7�%i�!{a D�LY" ar #�ie c�at� slip�al;tEecl iu tlt� "VV(_DRK C1�L�l�F�" �i�� �cgit3��iRt� wnrk, w��ici��:ve� r:u�ris.}s fi�s�. Fan wunl� wui�r I?��:��y��sc�tii C� �[F Gc�xr��l {�assdt�iuns �fotl�i ng i� t�r�se ��ntr��� l���cu3ytciii.� siial� bc cu�islrKi�c1 :�s pr���jt�E�i��g l�ic C:vnira�t�r frn��� �4�orkis�� c+�� 5al�lrclay, ����id�y, or iae��l 1��o3id:��s, �rc�viciii�� ll�ac �t�t� i`ollowir�� �r�q��ir�;t,re�lts :�re �«r;�: }1. A r�c{ucst l�� �vor�C on � spccif.ic �aturd�,�r, Sut�day, o� Lc�a� ���ol�d�y n�t�st I�c ��ia��e lo ihe �5��ne�r r�o later tha�Y i�ic �F�.�;�:+3in� `�-�ursd�y. B. ���y �vork tc, U�: c��x��e i��� tlie projec� �n sr�c�i a s��:c�t�c S�t;�r�3��, �ur�day, nr i.c�;al [Jnli�a�+ r��u�l h�, in �h� opiryi�n c��ilie �n�is��:cr, es.�e,�►iia� to tl�e lii�iel� �cstii�a��tiofl ��klxe pr�jecl, � 'C'k�� �z��ineer's ��cisiort st�all b� �nal in rc:s�,c��se #o sur��i a Te���res� for a�,�ar��v�! �o w�rlc �n a��,�ci#ic Salurda�, �x�r�+la�, or I,.���! f Zc�lida}�, ��ci nu cxtr� c�rs�pensal ��n �vil� bc a�lowcd to tCic C'nn�rac.tor �or a�2}+ wc�rlt �c�rform�;�i on sucl3 s�,e�xfiic Saiurday, S�«i.la�r, or L��a! F�oliday. Cale;ridar i�a�+s s�3ai1 be dc�iued ir� Cl-1.�.� �Yd ll�e Gcsty�ractvr:i�ir��vwc�rk �s l�e so siesires. C'7-7_7 7:1.Cv�h �F C..C)[v;�MF�i.[�f3.��I�ii' �►� C;�IvI�'T,LT'l�N= TIYc ��}n�ra�tor s�ial� c•.c�nl���ei�ce tlxe ur��-ki���; np�r.�fio�ls witl�iti t��e �iry�e s�eciiie:d ir� [3�e: C�iririrac� Dor:ujiiei�k� at�r! se� f�r���� �n 2t�e Work �rcl�:r. Y�� �k�ur�e xo dc� s� s1�aS1 �r� c�ons�c��.r�.cl ��+ f.17� �1wtr�r as ab�r�{la���x�etil of [he ('ai�#��t�ct i,}� ��Ye �ontractor a.�3c� I ���: Clwr«�r ��G�a}� }�r�+cce�l as 1�� se�es fjl, Ttrc C'�r�tr�,c�a� sha11 n,�intaiii a ra�� at'�T{��;ress s�sch � will irtsure that t��c wt�ol� wc��k �vi�� l�e ;��rFar����i atr�i r1�� 4xrcnYis�s cicai�e�� t��� i�ti �ccorda��r.� wi[�ti ttre ���I�cr:��t D4�c.us�t�nis .illCi �ViL�i111 t�l� L1211� �$�3L1115�i�{� #R $lY��� l#�C;iL[�'li,'II�S ilZiC� S�IC�� �?CE�F151QS1 O��.Ili1� �s «�a��1�c f�ro�3efiy� a��l�torixcci t�y �he i�v�'rtie�•. �7-7.8 E�'I'���1C�C�F �F'�._�F C:[�MI'T..�TI�i�f; Tl�c Ca��lr�,ctor'� requcst for ��� cxtensir�n � f lii��c of cnn���lclion �hall b� c{�nsfdcred nn��+ wl�et� Il�� rc:c�ues� i'�r st�cl� extcnsion is �ui��Lul#ec� in wrilii�g ta t��� �.ngine�r v�+�l�ir� s�;v�i� �Sa}�s t����x and ���e�- Ilze t'srnc �llcged caus� af-cic�ay s�,al1 have x>cci�rr��i. �hoti�lc� art cx�ee��ion u£ �iir�c 4r cont��letic�r� �xe �•equ�s�ec� s�xcl� re��K�csl �vi1l �rc #`arwar��d tn ���e C'ii�r Cout�cii �c�r a�prava�. Tll Bi��USlilS� l�iE� �l]l�ti��GG Ltllil� c}!' i:4171�1�tlOIL C�f ttiC WC7f}�, �:Uj1SlCRcr�i�lOi1 WII� �� �fV�TI l� ia�for�se;c:ab�ec��5�.� ��yo��c� ll�� c:oir�rc>� cki-a�� wil��out #tMe tt�ult at`ne�;li�;c:iccofth� C'o�i�racl�3-, sncl�dit��� �ut not G�i�7lc�i to aci� of t�tie ���l�l�c cr�enl}�, �t��s �f �he ����ticr, �r�., flc��kd, �c�.i�3ad�es, e��F��eirricti, cCtit�r�nlinc restnctin:�s, stnk�s, frcig�� �l��bargo��, or delay� ol'suh-c<kr�tractoi-s ci�c to s4acE� c��t�s�;s, V��F1Ctl tl�� Ci�it� [] C�OIII�}�C�t�}i�l 1S I}�JSi:c� {}i�k � Cil�t;lii�:3t' lt�ij� �lt�, a r�yu�st for exEcnsioir oF ti�c b�c�x�se �f incl�ty�ej�t weatt�ie� wi�l nc��. be �or�s�rle�ec�_ r1 re��xse�� fi�r �xt�r�sic�n o� �ime due l�� irrabilily Lo o�ilain �up�alies a�ticl r�r�teri�ls �+�ill I�� c:ui�sid�re�3 c���1y when a revievw• c� f E1�c: Csor�t�'�xc�c�r'� ��ur�l7asc c����ie� �i�i�:s �a�� ul�3�r �xeriin�;iil {I�ta �s rc.��e�letl by ll�c �;n�i���er i�z�sc�ie� ilx�t il��: [=:c�r��r�,clor 1��.� �l�ac�c a kxo�rafirle ���t�t���rl to se�t�rc cie�kvery �'[1f1 I�Vi1rtC1 W#49cr I�t�}rrirtmcn� G� I Cienar:si Cnndifira��s or� �ci�c���l�. �'��is shall ir�clr��ie c�-f«�1s tn nht�it� lhe s���p�ics arjd triat�ri�i� i"��rn altei��atc �o�4t��es i it �:��s� t�te frs� s�urce c�nnot n�al�e dclivcrY- �rs�t��r����ry exe�.ls����, at�d cot,f��te�;��� o�ci�e �����r��� �11{�ul�� rLr�t��re wos°k ar�ci rflat����s in great�r �naurYts c�r yu��tttiie� �I�a�r l�rose �el fart�� it� tl�e appr�>vecl Con�ra�� Docw��crY�s, cl�ei� t�i� �untract time m�xy l,e i�t�reascci �� C:lrari�;c Ordc�r_ �'7-7.� I�]�:I .Ai'S- '€'lie C,'oiitrac�or sl�al E rcccive nv c�r�,�er�satiar� f�r deta�+s or �ti�rd�a�ces ta tlYe v��ark, �xcr.pL v�+i�e� d'Ircci a�d nn�voi�l�$�e extr� �osi i� i��e C��i�t�aciur is causc:�i I�y t�c C:�� lu�e of" tF�e �'�ty �r� �rr�virle i�`o�trralioti �� €r��i�r��l, i f��ny, whicf� is to bc f�rnishccl h�+ �l�e �it�. Whe�r si�cl� extra cc�����ac��satia�s js cl�in�e��, a��rri#tei� statc�z�c�� lllere�l'�l�all I,� pres�nlerl �y 1l�c (:'�+r,t�act�r t� t��� �:�a�neer an�l if 1��+ lri�i� �i.>�tnc3 c�rrec� sh�ll be a��prr�vcd �ri�d reF��nrl h� h�m tc� �hc �oun�i� for �nal app�ov�l �r �lisa�proval; a�rd �1�� fl�#ioty t�terco�� l�y lhc C:ounc3l sh:31I ��e I:�flal and biEici�n�. �de��}� i� cause� �� s��ci�i� urdc.�s �;�ver� h}r t��e F,��i�eer �o �to� worlc, or �y 1��e ��r�i�Frnance vf ex�ra work, or by ttti� fai lure ckf tl�e �it� �� �ravid� i�iat�rials r�r ircces�ary insEr�ctinfls for �nrr�in�; o�x ��y�; v�rc���c, lhen 5�ic�� �lel:�y k�r�l cli#it�� tlY� C:c�nlr��i�� ic� �n er�uivhler�� exke��sioll of iir��e, �ils a���ir.aiz�?]7 �[�f W�11Ci� Si1�I�, I�owcvcr, h�: �uhacx;t �c� �he a�,�roval �ft�rc [�ity C:oun�il; au�i no �uci� �x#ciYsion of`iiFt��: sl�a�I re���.�e l��e ('���Eraci�r nr i��e surcty c>r� lii� }��rf�r�rxa:�c� L�oR�c� frui7y :�ll ohEi�;��inr�s he��km{ier w��ich slta�l r�:«t�it� iu 1ull F�rce t�rtti[ tl�� �isc�i��e of'[Iti� c;c�rYiract_ C:7.-7.�� TiME f}F �'C]N1a'I,h,��'I�N: ��� �II11#: Of L;OIi1�IL`�!{}21 15 a3I1 �S$�f]�I�3I G}ICLIlC1iL{}F lli� �oiytracl_ I:a�ix bi�l�ier siy�ijl itr4li�;a�c ir� ihc app��oJ,n�ie ���ace oi� th� ���1 p�t��: c�f iE3�. 1'ro�ac�s:�l �h� n«���t�cr ofw�,�ki�t� da�sf�rc�cr�c�arday� fhat he will rec�tlir� tc� �irl�� �o�nplcle ihi� ��ntract or tlic li�n� of con���fefinr� will h� spe�ifEecl by fl�c C'i�yr i� �he Pf't��c��al �e�;lio�� isl-l1�� C'��ntrr��t f)��c:ii�a���ls, Tltie n��r���cr oFdays in�I��aEe�! s11�11 b� a re:tiisl�c� e:sli�t�a��: o�-�l�e lime re���i��ecl l� cosn��e�� [he wo��C covcred #��r r��c s�e��i�r. c:c����raci h��n�; �i+� �x�rc�n, ��'�te a�������1 o�'�ame so s��fc;�i hy 5�.� s�xcc�:ssFu� bit��l�r ur �I�e �i{y wili C�e.�or�ie tF�� lij�� o�'�:o�i�j�icEia� s��c�i�eci i� clze C:oi��r�c� F]<kcEun�:nls. i�or cactt ca�e�,c�ar c1�y l��at tili►f v4�{3i`�C St]�1� rCF�r�ir� wicc�����I�fecl al�er il�e �iiy�c spc�i �iet� En tl�e C'o�ytr�ick �]t�c����lt�t�l�, ut l�ti� in�reasec� iime gra���.�c1 k��r �t}e �wit�r, or a� t�u��r�alica�ly �ncreascd �y ad�iticknal wnrk or nia���i�� or+l�:rer! a[�te.r ll�c cat��rruct �s si�rteci, lt�e st�j�y ��er c��y giver� ii� [he f«llo�vu�� s�fti�:dulc, ur�l��s ��lh�rwtse ���ci��:t� in ollt�r ��arls e�f ��� �'�nlrac# �]n�ur��er�ts, wi I� h� �iec�4��tcd .fror�r inorries �ue tltc C��ttr��tr��, ��ot $s a�en�lt}�, ��[ as lic���i�l���cl da�a�es s��F`I'er�d by ilr�; C}+vr:ur. Fsfr� �Vorth Water � }�pr:#orse�Fs �'. ��? C,c�cr�� Cvu�r�ii�ions Aivlf}�1I�'1' f}�` ['[�1V'�'It�[�'I' $ s,�}01 � 15,[}O L "�2.5,0� i ��5�r1!{�i � 1{}{}.Uf1l �SQ{?,4f)� � l,�?0{1,�}U 1 ��,��1Q,��Q arrc! o�+cr �ess t3t{��Y �S,Q00 lc� $1 S,{1{�(1 �c� �2�,IJUU tn �S{l,{}0{l to 1{}(),0�0 io $�C?(},�?[�� �[] $�r0{.]�U,�[}0 lv $2,C}DU,I)�0 in�:l�stvc �35.Oi1 ���cl��siv� $4�_00 1i7C�u51VC ��7�.{��� i�tclt�s�ve $ L OS.�f1 tnclt�sive $ L 54.�[1 ii�c��i�iv� $� 1 �.0� lii��ll�1�{: �� � �.(}[} iuclti�ivc ���O.�1A ��30.I?0 Tl�c �ai�ies lrcreto undc�stanci a�xd a�r�e llitit any #r�rnt la ttr� Cily c:a�iseci hy �lte C'onl��ac�or's �lc�l��y �r� cc�z�7}�lcting tl�e wvrk f�c�-�x�ncicr i�s #he �ic�e ��ecifie� i�y t�xe Coi�tr�Ct 17�cu.[��Citi#S Wou�{� �7C 1ftiG8�3�}�� [3C VC!'y di r��ll�l pI��C���f�Ee CS�Lt12�ik�n, �nd thal Ihe "�j�o�lr�� �uI' Lic����clats�d Dan�a�es Pcr [)u�', as ��l c���t :�I��ve, 15 #4 �C21SQJlil�7�e rui'CCi3.Sl of j��i �ot����eR�sdlic�n 4i��e i�ie C:it�r far �tai�n c�usc� l��r tu�y d����. {'7-7.1 I SI��Pl:A1�I�I�i ��`,' C[3iJ��T ��RI]J:��= Tl�e �:n�titraetnr �l��lj �us�euc� a��ert�tt�t�s on sucl� ���rl or ��ar1� o�tt}� w�ri� orcierc�i by an}r �:�ur�, anc� �vi�l nc�t �c e�lli�ic:c� �o ridci�Eio��al cc+��rpe�rsalir�i� by virEt�e �f such t,uta�-� ordcr, 7��iilicr ��ri I1 ��e ��� liak�I�: �n tl�e ct�� i,r the e�es�t ti�� wc�rk is s�aspen�eri l��r a C�os,r� �}rd��-, �fcit�3cr wi It l�rc� (��vsxcr be lis�l3le� t� tt�� C'c��tra�tor h}� �rirt�►� of :�uy �'�uf! {�rcle� u�� aci���n fur ��I�ic�r il�c �}wn��• is i�.ot solal}� res�3��r�s3hic, � C7�7,1 � T�Mi'�I�R�Y �IJ�PEI�35��R1: ']"�ie C}wr�cr s�ai� ltavc i��c rig,l�k ic� s��spe���i tl�e wu�•lc �3���auarr w�u�1ly� or ii� p3rl Cur suc�Y p�rio�l ��r pe�i�cf.� of lin�e �s �te n3�� d�.cn} �t�.�.css�ry dE�e to te�i�taxl.11a�c w�atl���' co��clsii���s �� sny c�fh�� uti��xvnr�ble c��tic�itians wliici� ii7 t�ic ��i�tiiujt of �h+� ��vize� c�r Ln�ir�e�� cin��se fisrtl}er E�rc�secuiior� af #l��: work to be u��satisf�ct��y c�r dclrimen�:�l #c� ���� ijil�e,�l uf itre ��rc�j�ck_ T�t�riiYg t�rnpor�ry sus��en��iku o�` v��or�C �uv�cred b}+ t�is cc�r�ir�ct, fvr ��ly rea��i�, lhe i�wj�e� will iYi�ke nck e;xtrn r��ym�:�rl fur slancl-#�y lime u� cons�ructfoi� eyuipm�n� artidlor cor�si�uc�z��s� crew�_ �F #t S��t�U��I �}�Gnm�: i2(;G�,55:��r t0 SI�S�G1Y� Wi��k f0�' i1R 1��C�ER�Ie �#�:1'��[�, �13� �"or�i.r��io�• sh�t�l stor� al� ���at�rial� fEi s4�cf� �ti�ai�ner tl�at i�teJ� will n�� o}�si�uci or irtip�c�e t�i� �uhlic: ����rt�cc:ssari ly nur L�acoix�e d�tt�a�ed tt� a�ry w���, a�+l t�u s��all [�ke �ve;r� 4>�'ectxulic�j� lo pr�vc�� d�jt��xge or cie��rie�rdt tc��� of ih� v,�o�'!c �eri'u��txed; IYc shal� ���ovir��. s��tlable ci��t7in�ge a�ru��t� t�t� wc��-k, �iilf� ercCt t�j?1j�Urarj/ 5lL�zCLlii'�5 1x+�iC1'� ilf:G�S58f}£. S�toa1lrl ��,c �'[�illfilcl[�C 1iOt ��#: :!�}�C ![� �bt1l��C�� s��OJ�i�n [s� l�le ���OJ�C� s�UC t0 G�USeS IiE�{lIl{� LE1L' Ci}i1�l-�1� {1C3S1� W1fIi[}llt �F�� f3LEL� OF fl�}�TLl�#:iiG� i]I ��lC {�c�t��t�actor, as se� fc>�#l� i:t r'��a���af��� C�7-7,�i k;�."�i'E��1�i� {�l� 'L'liT: Tj1vi.G �1F C�i}Afll'�,�''1"l.t��, e'Lli� S�1C1L1�4� iR �3� rJ��c��tt7itt�+� [�y az�L�ttxai �on��:��f nf �t;c C�ot�lr�ciu� a�rc! t���; Li���n��:j� #1���i a so�ulior� !�o ailaw c�r��lr�lt�ti��� Ec7 �Sr{�ct.�:c� is ncsi ttvailsbic wtlE�in rY rt���[�n�ble ��eri��� �#'tinic, t��ea� ltie C'v��tfnclar rt��� I�e r�3��b��r��c� f�R� !h� cosi c�t' m;���n� I�is ��;44i�timc��� �ff ih� jo� ancl �'ekt�rna ��� ��ti� tyoc�,�sar� c;qu��mct�l� #o tki� jc��r wher� �l i� cie:�cnt�i n���! t>y ll�� Ei�tiit�eer t:�t FnrR W�orlls �Ya�cr L�r.pnra��fo,t� {:- �L� GC�ca;d �'4rai��laon5 ce�����n,ciic�r� r���l�+ lre r�.s��i�iuil. SM�cI} rci�i�b��rseit�c�zt sl�al� l�e l�ase�i a� actual casl tc, lrtie C'n��trar.tor ol`i�roving �tr�; c���,ipr���;��1 as,ci n� profit will �e ;�I�c�wecl. �Fo rc�i����sur�em��l s���al �e al�ow�cl iF Ihe �c�a�i�m�r�� is ��ovcc� to �s�ot��cr cuns�z��c�i�� pr�jeci �'or I�ic �'i#y o#'f{�rt V4�ortl�, 'I'�}� (��n�ractor �ha�l nc�� st���end wnrCt wi�h�ut wri�tcr� noiicc tironr 11i� G���ityc:�r �tc� sl��11 4�rucc�cl urilh �I�e v�nr�C e��e��alio�rs }�ro��yptly wlrc;n �ic�tf fi�:c� �S�r ��e En�,�ineer �� S� f�s��nie c���t�tior�. f:7-7.13 `�'f�r�LM�]A'�`YO�! �1� C�I�17'l�A�'�' l�Ul: T� �,�TI�I��i� � f��NI�G��.�C�: Wlic�icv�r, #�ccausc aflVatia���l E�rticrgcnc�r, so declare� by #!ie L'residet�t �f' IErc Urritcd �t�i�s or oilt�r I���+ful a�i����rii�r, ii k��c��n��s ���tipas�ibi� €or t��� C:ortlrn�icrr lu c}bt:��rs a�l t�f ttkc �eccssary �a13��, n�ateria�s, ��ncl er��tii�me�l �vr t�e prc��ec.�riiojr c��` lr�c wc�r�C wiil� rc�sc���al�l� contii�xai�y For a��eriod of ��nFo iz�nr�t���, �l�e �o�,���c�o� s���11 v�rizl�ir� ���f�n ci�ys r�sa�afy ihe C:iiy i ir wtilit��, g�vi�ig a del�ilcci statcrnen� af ihe ��`For�� wli�c�i l�av€� �i�cr� nia�ie an� tistii7� a�i i�c:c�ssar�y� ttcn�s of labor, nYatcr�tals, Al]{I �111�71T1�l7� I10� OL1t�lilill]IC. I�, �€ter it�v�}st��;aiic���s, il�� �urner ��n�3� s��h cc�«d�lions exis�iii� {�ud #I�al� �lr� in�iai lit� �f lh� (:'axtl�:�cic>r iv }�rc�c�ed is nnt aLtnl�aa�a�i�c: in w�c�le oF in �,arl ia �li� Ft`��Elt c�r ricgleci o� lhe C�untr�cl, iliert i f tl�e ()�s�z��r c:���r�nL �[lef re��nnahle efft�Fl, a.�sis� ilrtis Ct+�itra�.tn� in ��[)c��nrE� i�TiKl R3:iICtf� �VFIiI;7E�IC �I1� Iic�GCSStII� �dl]��, €n�tc:ri:�ls, �n�! equi�,nlent w�ll��i� �hirty �i;�}�s, F��c �:ontractor sr�t`�y r�����csf litc (3wx�e�' tn t�`��ia��t� #I�e ��3�t�;�r.f ��lci t�re �}u�i�e�� sltia�3 �{��i���.�iy willY ll�c �c���csi, 31i� llll; #C!'i�ll] 1�11t1�1 SI�.�11 b� cor�c#iii�aiie�i ai��i b��sccl xa�7r��� � Iiiiz�l s[:�tlemenl n�ti���al ly accc�iab�e: io bulli tit� {}wt��r �l�l� t�l� C�Ott�r�icEor and ILIIiI� �)ei�+Iili,ll� S�i�lIl I)� I77�kC�i: lIl a�coFda�ce will� t�� E�:rntis t�f �l�c ����e�l sc:lllc�rr�eni, wh�ch sifiMll isi�E�ttle, Fll3� It(3I �i� �ii�1t���il �C�, tlle [��{y��xe��f i'c�r a�! wc��E� cx�:���lec�, f�ul ��c� an��c��r�lecl ��ruli�� c�n wnrkc w��i�h It�s:7at b��n ���foriziecl, ��'7-1,�� .�Lt�PL•"�v��(�f�! (]� �B�ir�C}[1�11+���T {�1� 7"I���.1'�C31t[� 1��v[) A���1L��;l�]'�' ...... . .. _ . ---�-- ��-----��- � ...... . .. .. ... .... . �F �'C��f'i'R.1l��T: T�i�. �vork agcrtr�ic���s or� a11 ar iu�y��parliost or seclion ol'ltre �vur�C ��ucJcr c��r�lr�tc�� si��� I�3e susE3encle:cl in�rr���ii7��:ly �r�xm ��r�ii�n or�1��� ��' �l�c Lngirzc�r or lir� �nt�ie�cl �i�u� I�e d�c��zecl canc�l.l�c� kxy the �ity �ou�cs`1 for a�iy ��c�il �i�d s�fCcicn� caus�. T��c foIlowin�, l�y way ofc�cain}�lc, bu� r�ol of Iii��iiaGic�rt, r��ay he �oG��i�lere�l �r�>�Incls For �u��,�nsinn or ��si�c��alio��: �. Fa�3��r� �f'the Cor�lr�ctc�f i�o c.n�nr��nce w�r�C c�p��atiot�.� w3t�ti�ti ��» �iR�e s��ecifiec� in l�lse VVork Ord�:�� isst�cd by �i�c Clwncr_ B, �4�hst�nttal evi��ence il�at 1�ie �rrn�r+��.� �}f th� v�ror�c o�acr�li��is h� lf�e �:oisEr��tor is its�u�`fi�i��rl tu cotu��lc�c tlse ��rork within the s��e��lie�i ti����. C_ �y`�1�UC� Q�l�l� �.OI1tC��tOf l0 �?L'���ltl� �R�� Ili�inl�i�i sUf�cft;lti[ la�r[�r�n�l eq�i�tneiyt to p�r���rl� �xecr�te �ic �vo��kin� operalions, D_ �ub�la�i�i��l eviclei�ce ����t #��e �s�z�trae�c>�r I�a� a�a�aclt��ecl il�c �vc�rf�_ �i, S�I�slattlial evi�le���u tt�at ��,e Cot�lr�c�or ls��s b�.ot�tie it�saiv�iiG o� L�ar�rK�p�, t�r ol��:rwisc �nt�nc�al�}� n�ahle lo carr�r ��ut t�jc: �c�r�C s�'�i�sf�s;tc�ril�- f'url Wo�#k� VJLIer �e�xt�l�tirnl C'- 4� (fcncr:�l (:u�kJ,Ciaais r. FailK�re nn tl�c ��ai� of ��t� �c�rttrac�or t�x ulascr+re ar�� rr���ire�z�c��ls �f ���e C'o�t�r�ct X)4�c�tjncn�� ot fo cvrnExly wi1.k� :�y orciers �;����r� C�y iE�c f�t�giiscef or (7wn�-r �3rovicicd C�r ir� t�ese �'ut�f���ci r)c�cut��e�tts_ �. F�ilure {xf l��c �:���lrac�or �rnr�ti��l�r tn i,�ake go�c� arsy dafe�t iyi mate�ia�s or v�url�����rrshi�, or i117}I CZ�:��CIS UI �iEl�f 11i11#1Ci: 1�1� C[)l7CCf1�i1 i>1' V�J�lI(:�] a��s hc:e�7 �l�rcc�ec� in ��+riii��� by �he �?n�sneer or tli� �wr�e��. L1, ���b��ar�ti�xl eviden�� o� collusio�i fvr ��lc p�ir}3�su af �� legall� procWrin�; a cc��il�acl ��� �er�eiralin�; fraur� c�r� i��e �i�y iit llie cons#ruct�on of�vork �ncler contract_ i, �1 s��1�s��t�a1 �r�c�ic�tian lha� lhe �t�n�raclar has n�.�de a�, ur�authnn•r.ed assi�nm�ril ol' lhe con#racl c>f as�}+ f.unc�s d4�e lher�i`rair� for illc I�eiti�fil o� �uiy cr�rG �c�r �r tor arf� o#��e� ��upose. . if ��c C`o�lr�ctor s�ia11 for any �:aitse whaisoever �tol �arry ni� ihe: �rorkxng n�Se��yEfor� ��� ar� ac�e��#a��l� rt�a��r�er. 1� _ LC li�c �:c�t«r�{-�nr cc�j�ti�te�}ces le�;al ac.��on a��i��st #h� [�w��cr. ,� ����y �f �Itie sus�cr�sic�j� �3r�Scr ar �cliaf� af �I�� �ity �'«r�.tti��� sl�all be server� cstti ll�e �ani��CL�C'� �u�e,liCS, V�+f Ite�i 1�+01'�{ ts S4i547Cfis�cc� 1�3' �17}1 Cik�lS� t�r �:�[I5f�, vr wlrcr� tlx� �c>��raci is c;�r�c�Il�;[i, €�}c C��»zt�•actor sl�ali �iscnntit�K�c tl�� vrraj�k ��� sucl� part t���;�•cof a� i��e (�w���� sht�ll dc�i�na��, w���reu�o�y tfre Su�ctie� �r�;��, �t �I��zr option, �ssx�r�ie th� cosrl�act or lE�at �3<}r�ioir t1��renf w��icl� #17� ()v�ril�a- I�{�s +�rr���e�l �ht; (}[}r+iraclor �c� cli�conta R�ue, aiYd f"flB�T �)Pr���}fFl1 L1'll� 5iilkl� [}T Ill�}�, witii [l�c writtcrr con.�tI�� o�`tl�e C�wnc�, ��blct t�� �vc�r�C or tl�at ��nrt��r� �f il�c w�rk �s Et�kcti �►���', �rravi�lccl �Lnwcvcr, l��at �I�c SKare��c� sl��t�.l exe��isc Ehei�� u��tic���, if �t Sll, �i�l�i�ti �wo w�� at�er ��e �t��i�t�r� nc�tic� ln dis�c�r��i��ue #lt� wc>rk h�� he�:�� scrve� ���t�n t��� C�n�ra��ur anr3 llye S���tics or �I�c�r at�l�lxori•r.ed ager�l.�. "�'�le SK��•eli��, i� sacl� ev�r�l s��all z��ur�e lh� c€srtit�a�lo�'s ���c� it� a�l� re���ecls, aiicl s��l1 l�t; �ai�! �y #lie �w�t�r f�r al� work ��rf+�r�rjer3 b� t�tci7i xn a�co�dar��e �virl� ����= t�r��s �I't}�c �'c�nta�� Dac��rr�ee�ls, Al� mon��.s s�emafitsi�g duc lf�c ��r�tr�ctor at llY� lit�u c�l't�tis cl�fa��# �i�ali �l��re�por} becc�t,t� €�ne .�n�l payai��e [u ci�e �u��tics as llrc wox�C pr�gresse�, ����jecl lv a1i �c�rrts �rf tl�e Csc�iYtr��c:t r)o�i.Gnienl�. I�� case th� �K�rclies c�i� iioi, wrlhi�r Ehe �re��:i��a�ove s��ccifie� titr�e, ex�rc�ise tl�eir r���it �ncl t��tlOti k0 aSSuznC I�iC C�xlllr�G# f�S�onsll)1�1t��s, �r ihal �c�rtinr� il�cr�:utwt�ic�r 111� C1w�,�� h�h csr�crccl 3�y llx� ��oirlra��o� io disc:���liuue, #he� tl�e �v,�ncr sl��,ll 1 �avc ��e l�c�v�rcr lcx cvr�7�le�c, ��} �ar�#x�c� ckr c�t��rwisc, as �t m�xy de��rmi�«., t��e work hsr�:i�� descri�i�� or s��ci� p�r� �l�ure�f �s il n�a�+ deein n�;.c�ssary, an�S Fftie [:tstr4r��l0� lt�rt��€� a�recs �1Y�1 l�lc C�W[l�i' SE�ii�I Il3Vi: �I]C R��1� �[) ��i�{� �7L35S{:551[]Il L11'��� �4se any��ta�eriais� �la��s, tool�, c���ipy�icnt, s�Mp�i��:-s, t�nc� prc�pe�#y �if �ny i€i��i ���o�ridec� h� il�e �:c��ir�cGnr for l�xe ���rp�ssc cs f�:at�ryi��� {�r� ���e �vc���C �iici �c� procure csllicr #onis, �qti�ipmc.7}�, n�:�te�i�als, I�ibc�r, at�cl ��rc����rt� ��,r iltrt: �:nm��cli�3�f t3C t��t� w�r�Ca tllli.j �� Gllill"�,C. LC] 11li; 7.lC.COl3R� Ot�F.�l#.' �.Clri�.l�t`]G'��F []f r�,�� w{tnk� �4�a�er �)e�x��i��w��i �- 45 C�er�rrnk C`onoi��io»s sai�� canlra�s �xpc��s� fnr tak3or, an���:r�r�ls,l�ol�, ec�4�a�yr�tes�i, anci ��� �x�,e��s�� inci+len�ti� tlz�r��o. '.I'he cx��y�s� so �harg�d sl��il be de�e��tect by tfie �v�cr Frs�m �uch :�a.oi�ies as n�ay �e c�u� or t���y k��:�;c����c� d�c at ��y titrrc � lr�rc�€�cr to tl�� C'�i�#raclor ����der ar�d C�}� �ri���t� nf ihe C:nni�acl nr an� J��ri llz�,�reof Th� �]wnc:r slra�l �ot €�e re�t��tir�:�l [c� obE�ure ti�e �c3we�� bi� #'c�r ihe wn��C cc�m�Ie�ir�g ll�e cnnl�aci, f�ul �Tryr� �x��ei�se fu 1��: �le�ucl+�rl a�all be Il�e a�i��al cost of ihc owiicr ��f` s��cl� work. Tr� case sucl� ��c}�er�se:� ���all exceect ih� �rr�ou�[ w��i�h wc��tl� fya��:1���;jz ���ra��� t��cler lhe �on#ra�� if the sa��ie �rad �een �r�m�a�eted by tlic ��ntractor, �he� �he �'�,n#ract<,r �xr�ci his �x�c�ics s�t�ll ��ay i�ie a������iit ofs�i��� �xcess to ��t� C:�ly on ncxt�c� f�nm ll�e �ufi�e� ��' E�re cxc�s r�u�. Wrt��:r� �n�r parl���tl�r �ar� of't�� wo��C �s be��g ct�irie� o« by ili� E�k�riier by conirac�� n� vlii��wis� tincl�r Lh�. �S�t��visEn��� af tl�►i� s�:�tiott, tlY� Cout�actor shall �i�rt�i3tt�c ll�� �e�xiair�r�er o�` �I�e w��k in �:an�'K�i�i �y wi��� �I�� �er��� vf tl�� �'�,rcrac� Dc��:ur��en#s in sucl� ,� m�i�ne� �rs �o not hinder or inler�ere ��i�l� perfvm�ance aF lhe worlt h}� 1��� Owner. �?,-7.1� F'��L1��LIv�Et�T Or C(��1'T�A�.4I': Tfy� C'oiiiract will be �or�sic3er�c1 as l�avit�g bccn Ft��f I I��I, save �� �arcrvided ir, a3��+ Uond or b�r�c�s �r by taw, w�1en alt t�r� wo�k a�d a11 s�;ciic�ns c�r �►a�-l� �f: ilte �rnjcci coverccl �r�r tlz� C'c�ziirtiut D���;utilc���s l�ave I�c:�t� I�t�ishe�I artd c�n�ple�e��, 11Ye FZ7a3 irl��ecti�� m�[!e I��r lC�e En�;i���=e�r, ��il [lic ���1 x�c��Ear�ce ai�d ['anal ��ayr�lei�� ��iacle ��}� tl�� �k�����, �7-7_ lC� 'C�R�vilt�r�`�i�}IY f�(3R ('�N�1?€�l�.t:t�lCs.� C}�� 'L"l�as U1��lt�,�: A, �1r��ice �rf T"c�Fn�i�����ic�n- The p��fc�rman�u �f't�i� ws�rk K�trdcr tl:is �or�trt�cf ��i�� b�: z�.rnlit�a[ec! �y� 1��� ()wr�c.r in whc�lc� ur �fo�n li��Ye tc� liinc i� ��:�#, it� �ccc�r{!K€�c:�' u�iE�� #hi� s�clivr�, wl�e�tevcr lix� C}wnc:r sh�l� cicltrm�t�e �t�at �r���i le�ix�in��iia�t i� i n tlic I��st i r�terest af t#te C]wn�r_ A�y such t�r���;n��inn shal I he et'i�eclec� by iiY�ilt��� � irati�:c: �>F t�.�-�tiij�:rlioir #o the �'o�ile�c��r s�ec�xyii�� lhe exleitil lo �f�i�l� p�rC�F-n�ar�c;� of-�+c�rlc t€��c�cr ilic �c�«Irrtcl �s [�rtr}i��;�tecl, ��cl tl�e dal� ����oi� w��ic� s�cF� Eea-rniti�lio�t �s i�k i�eco�x�: eCF��:[ivc. Re;c;�ipl oI`l�ie ��olict; slrrtll bc cieem�cl cc�n�lusi�uly ��resk�me�l �ncl e�#��!lsi�ecl w���n ilte �i:l��� �s �a�ac�:� ir� lhc �.a�i.�ed 5��,�es T�i�i1 b� rlle Owfler. r'urtC�e�, it slx��.li �e �e�mec� c�r��l�s�vely pj��su�z�ed a��d e:s�:�bl�sk����! [iy�l such �cru�i��ati��i is r�iacic wil�r j��st c�t�se as llserei�t st�kecl; arn� nc� �rc��f srt ar�y cl�im, d�mar�d or ��,ii ����I1 bt; �cc���rc€� o[� llr� C}uvty�r rega���i��g sucl3 disc���io�rar}� �c�i�i�. �3. �vntrac�a� rlc�����; �1 f��r r�cej�,t t� f a nc�ti�c �I'tc�mit��ttiot�, �rt� �xc�:��t �s olherwise direct�r! b� ��ie t�rt�ityecr, llY� C�xizt��ctc�r sliall; x. ���� w�r€c ;�i�c��:r �l�e s:anl�acl �n t�e date and �o ihc �xl�:nt �pcx;iFed Er� ll�e r�okic� o�` #criy�ir��liary. �, P��c� no f�ir��er vrcle�� or ����3�c�nlr�cis f«� n3����ials, scrvices, or faciii�tcs �xce�at as rr�t�y b� rtc�cssary for c�,r�,�Gc�i�n of �uc� �,c�rtivr� c�F Ei�e work tu�cicf tt��; co��lr�c�� as is trot �e����ir��tiR�cl, Fc�r[ 1!Jnrlf� 1�Vnter Uc�,ortr�t4r�4 ('• �fi Cirnera€ C:oitidiliar�s #. `Cem�ia�a�e all o�r��:�nd s��cc��rlracts t�� thc cxtcnt �i�a� �}Y�y ��ela�e to tl�� �rcr�on�iar�ce �#' work terminaleci �3y lhc ���ic:e ol`#��-i�ir�alinn. �. "fran�lcr lit�e !c� �l,� �wner a�ticl c3eEiwer in tlY� ix���ncr, �l ��te l�rnes, ��7�! t�� t��e cxten�, ai'imy, direr:te� k�y lhe Sts�irieer. a. '['i�� #a��i�a#ed or �u�-Ft�hf�caled pa�tr VI�Ui'�� lll �)�C?C�S"Sa c:�oiiip�etcci wark, su}��1ic�, a�cl otl�er maker�a� ��rnc���r.�ci as �r:�s� of, or a�i��ir�d i� c:c���ieciion wilh, t�e �xcr[ori�anc� v#' t�,� worl� t�rnlu�atcd b}� th� t�oli�e nf Ecriy�inaii;}��. b. 'l'��e c��t�le�ed, or pariiaily coi�iplet��i ��ai�s, c3raw�rt�;s, ii3f�r�niatio�t ancl nt�,c:r prc��ert� wlsi�:h, i f liYe con�r�ct iyaci ��13 cnm�ICt�, w���lil li�v� ��:c� req�s�recl �o k�e Cirn3shecl Uy f�i� �wr�cr. 5, ['�r�7�xlete ��e��foizi3���: ��s��cli p�t of't�ie wnrk as shai� nc�t t�avc h�:cti lennin�►�er3 by tl�e noticc r�f t�rrnina#i�n_ 6. "I�3��� }ILtC�I �iGfiClfk c1�u' i��#L� Ii{: i1C:��S53�, c�r ;�s tlxe Estgiiicer ir�:�}+ di�-�ct, f�r the �E���ctiorr and �Sr�s�rva�ion u��t�te ��rn�rc�iy f�faler� ic> its cns�tr�cl wliici� is isr tlyc �ossessio� of'tlic C;or���ra���r at�c� in wlifch ti�e E�wn�r ixas ��r ir��y a�:c�kiirc �lie r���. Az �, �irY�c jin� ���er ���a�i :3� rl�}�s {rl�er t���. l�rt�7i�ali�,�7 c�alc speci�cil i n the nc�tic�: af �er���i�i�tioi�, lhs Cso�tt�-�ct�r m{n� s�a�rn�i to tl�e � r��irit�[��' :� �isi, c:�i�ti �ied �.� tc� �i�c; �u�e��it� aur! ��ual�ly c�l"�u�y r�r all il��ns vf tern�i.r�t���«n ijr�+cnkory not ��reviousl� dEs�3�sed c�f, �XC�1151Ve ll� i��iT15 �I]� 1�15�1��1ti(Sil OFWIiIc:�l �l#15 �JCCIl [li�l;C��{Xfr� a��l���ri�ecl l�y ti�c L.s��;i�eer_ I�Ic�I later tt�an ! 5 ci��rs t�e�x�aftcr, �he �1,�v�,�:r ���a11 ac�:c.�i titC� ln s�cl� i���rns pru�iil�cl, #aka� il�� ii�l s�,bui�lle�i slrall �� sul�jcct to ���i�ic�Efoir b� tl�e �u�iii�er u�c�sY ��,��xov��l o�-t1Ye �E��us o��, if #!�� �teix}� rMre sl�red, Wl�lliil �S {�$�$ �'f}#17 LLIL: l�iit� £7F$41L1I111351[]Il l]l� ��1� I15�, a�ic� ���7y nc.�.essary �ciju�lmenls lcr co�recl 1��; 3ist, �s sul�niil�ecl, �l�ai� b� macle pri�r io �t�ai s�:�t�c����r� E. �. T�e���iu:tkir�n ('��i�n: lhfalh��t 6i} days al�er no#ic�; c�f E�r�ni�aLiun, tlie C`o��ir�ct�r ��t��]! su1��r���! lrt� l�;r��t�i��a�io�� �1�in� icx it�� LZ���r�uc:� i�� ttle F�r��3 rttl� wikh Ll�e ��:rt�t���tio�ti �r��cri�icd by il�� �ng�neer. Un le�.� oj�e o� rr�or� ex�en�ia��� �r� w��lin� ��e �r:�t�leil ��y ii��: Ownek- u�soii request oft�� C'�rtt�ra�t�rx, n�a�c i�r u�l�n� ��r����if� s��r.l� �t] d�y ��eri�c� c�r �tufl�o�i�ecl cxtensl��� �lierevf, �sr� �r� all sucl� clait��s �i�tsll he cotrcl��siv�l�r ��e�rzeci �raiv�d. D, Aa�,outtits: S��b��c;� �� ���e pmvis�o�� i�' �l�nY C7�'7. f(�, tlj� ��r�l�ra�.lur ai�d C�w��cr it�:�y ,i�f#:E �I��Ol3 C11� �4'l�a1e �f a�t� ��.rt �rf t�Yc anlo��nl c�r aino�lnls tc� lre paicl �n �he �;otttrac�nr h� r��so� of �1��: lcrt�l c�r ��aj�li�� �ernYitta� ic�r� orw�ork ��r�u�t�� I�ercl�; pruvtde�l, ll�al sur;�r a�,re�ci a.i��ou�xt csr rt[na��nls s��t��l �ev�r cx�e��� 1��� tot�l c�3nira�k �,r��� as rccl�cc��3 L�y Ihe a�no�Mr�t nf p��+tn�nts c+U�crwis� ����dr, and as Fai � Wo�11a VJ,u.�� L]ipailuitnl C;- �7 C;cati+�rx�l Concli�iu�as furl��t�r r�:c�u��.scl �r�r ihe ��ntract �ri�e of war� r�ot terr�y��r�tt�ci. Tlic cc�r�[racl ��ryal� b� �me�,�le�l accc�r�l�n�iy, :�iid tllc C_`orrte�ctor s��t�ll �c p��ci lhc s�rcccl :�m���nt_ I�F� �rr�o��l ����I E I�e dkac for los[ or �n�ici�a�c:�l �,ec���ls. �Icxl�3in�; �n �'7-7. � Cx ���:��u�#�r, ��res�ribtitg t�� ar���utrt lcr bc paic� �o the �'vntr,�c��r �n lhe c��r�t o.t' fai It�rc c}f thc C'c�ttiirt�cttrr b}+re�sc�n of th� ierm�n�lior� ol'work ��if�z�:���! 10 tl1�s se�tic�n, sl�zslJ bc �Le�;R�eci tv i ir��il, restrj�t, o� otlYerw�se dei�~r���itrc or �iYucl fiiic smo��rai or ��t�ot�r�is whtcit rr�ay ise agre�� �pofi �o be �:�id to tl�c Co�rttrac��r purs��ni l� t}�is p�tra�a�,��, E. Fatl�,re tc� 11�ree: ]n �I�� evenx �f Ehe failurc ofthc C:otyt��tctor a��ct a�xe �1w�xer io ag��� �.s �rovir�e�i 2n C;7•�7,1 G(D� upory il�e �+Ikislc �nouF�i ic� ��e ��ai�l lo ki�e �'or�trac�or ��y rcasoj� �f th� t�:r�inatior� csf wurk c>n the ha�ks of �nfotrz�aticu� availa�lc �o i#, tl�� a���tu��, if �ny, due �� �he �c��irac�ar by reas�i� �f` li�e t�r�nii�alinn anc� s�,a�� pa� tv llx� Conl�actor t�ie a�xaunts cieter�tyi��d. �lc� an�c�z�n� sl�:�ll F�� d�e �r�r lv�� or anlicspa#ed ��r�f�#s. �'. i)ed��c�ir�.zrys: €t� �rriv�r�� af i��c: ��<}�r�� duc t��� cnn�€ac[c�r (xa.flder t�tiis s��ttar�, fl��r� s�rall L�� dccl�cicr] (�} r�il tu�-�i�uida�ccl ac�va�ce �r c�i��er �y{Y���tie�is n� ac�catinl it�cr�io[or� rr�ac�� �c� lhc: C'cs2�iracic�r, a���ic��rle l� l�e tcri�rit�atc�l �,���tic��r o�'il�ts cor3zraci; ��) �, �r clt�Tm whicl3 tl�e �w=i�r �nay lt�ve ag�ins# t�rc �'�r�iractar iiY ccsn�ic�ii[�n wiili t��s cnEltrac�; aa�cl (c) I�ae,�gr���i �rice for, ar lh� �rrc�c���ls ��F �a�e ��i', an� ���:�te�iaX�, sn�tipl��s, or vl���:r li�i��gs �e��t i�y i3�� Co��lyd�.E€�r or so��l, pttrsuan� �o �i�� ��rovEsio»s ol'i��ts cl��se, ar��3 i�cs� ull��rw�s� rccc�v�r�cl by or cr�rii�a�cl �o Il�e (��f�er. C�, �l�uslz��c�3i: if �I�e tcrmini►li�3r� f�ercunde� I�� �3�i�ia1, prior �� ll�c s�:t#icr��e�� of ���� l�:�r�ninal�d �ar��c�� n f l�ie c�ittra��, t4te �'ot�tr�ct�� ci��y ��lc v�ritl� ���c �;iY�;i��utr � r�yues� i� wri�i�� for ati �qu ttabl� �d���stt���:tit o�` �t�c� �rice «r �rice spi:ci���ci ir� ll�e c���le��ct rcl;rli��� �a flzc �o��linucci �c�riic�n uf-lk�� con�.���t (kl�e poriinn not tcr7t�in�fed �y t��c notice� c�Ftaa7nina[t�a��, 54l(:I7 ei;Llli:��rl� �3C�JLkB#ITiCtll �iS may I�c: a�r�cil up�« s1��11 bc ma�le ir� suc�� �rice cxF �rice�; :tb#�}i:�� con�t�i����l he�eir�, liow�v��, s��all limit il�e righ� nf R��e �wt�e�• an � t�ie C'+�E��ra�f�r �� a�;rec. u�o�t cl�e �n,��r�� �r ar��o��r�ls t� be �aid t� l�re ��iif��actor �or ���� �.�t��p�e�i�n c�f ll�� c���,! Rnuecl ��artion �f tlic corilrac# wliet� sa�rl c:onlracl �c�cs n�l cc�r�is�in arti est���isltcd coait�act �ticc; fcrr s�cl� con�ir�uecl �ariion., �. ,�O Llfl7.i.l.#lllOii {��j�1QI�t5: �Ic�Ll�iti� �:ani�ii�t�cl i� t�ls secllQi� 5�1��� Itflilt 03' �lte� il3e ri�rls wi�icl� lh� i�k+rr3er rr�ay �xv� fn� i�r�zi r�alia�i ���' #llis �o�tt�acE w��cr ��7-7.1� l��r�t3F�r}li���rl "��.�s�ensiory of`Abar�dot�rzruiyl ot`��tc V1�ork ar�d A.rner�d�t�cnt of C'ontr�ct" or �ut� otl�er �tgh� ��liit-li C}wn�r may �ave �or �ef��1l# ot ���e�r�rj o#"c�ontr�c� by Cu���r���c�r_ C7-7.17 S�lliE'I"�' N�L`�'fl�I}S �Q P�t�1CTiC�'S: Th� C'n��[r�ct<}� sl�all F�e r�espai�s�ialu Ft�r ir�l[x�t�Jllg. �i��int�i��in�, �n� s«�,e�v�si€��; a�I ��l��t� �f�G3kiti0ilS �ii€� pC��t#���]s in co«n��.lion w��h tlte wnrl� a[ :,! I�imc� �tr� s�rall �sst�Ric .-�I l respuir�ibililics foF �heir �r�forccme�Yi_ i�'art �Vr,tth W�{ie� Dcpanitu:n! C- 42i �"ir.neni! {;ondi�ions T��� C'OtltC:3Cl[3C 5�1�7IS C4iTi�S�jf WLS�Il f�(��i`��, st��ke, �ird l��al laws, orcli�,�i��:�s, �r�cl regu�aliosis �c� as �cx ��rc}�ec� p�;�soiy a��ci �roperty Crosu ii�je�ry, i��clt�din� c��a#li, nr darn��;c i�. �:onr�ection witl� ���� worlc_ 0 1 . k' � � � 0 � �on k4°oeth Wa�cr I)e}raau�ee�t L'• 4{) {icn4xa� CantllEi�fY� S�;C:TI��� C�-� lVfE�1SUIt1�r�EN'I' �1�f1 l f'AY�ML�iT ('$-8,1 hrTl?A�[JRi�iET�lT �1' l)E_JAId"�'f'I`�1�.5: �'he ��l�,�rr�in:�tinn n.f c�u�utEit�cs of' wnrk p��For�i�cd b� r��c �.'c�a�l�e�ci�sr �x��cl zx�a�t��t i�etl b� llic: Cc�iitracl ��c,c���te�ts acce�ial�I� c�tnt.�lelec� ��,�ie� il�e tertns o�-�lrc: C'���tlr�ci f)vc��mer�ts �!}al� I�c xtiac�c bp Ih� F��iric�r, hased on rnea.su��ct��ejrts tnacic� �a}� t�,c �:n�;i�xeer, "I"ticse �ti�as�rcntc���s will k�e ma�le acc:�rc�izig lo ll�c: Ur�iie.�! �late� Star�c�ard [v��;�su�ett��tYis �sec! in �crrr�ion pr�c:lic�, <�n�i will f�e l��e t�cli��l I�;r��;�h, �rca, s�l�d cotYtest�s, ��u�s�hcrs, and weaght� o�tfic si�at�r�a�� and itcros i«s#all�.d_ f. �8-8,� [�1��1:I" �'I�I(?r�: V1{hen i� �he �rapos�t a"[3ni� Pric�" is sel forth, il�c saicl "�Ji��i Price" s�i�ll �jtcS�de �f�e fi��isltiu��; ���€ flj� C'oniractnr of �Il l�b�r, �ools, tr�:�l��ia�s, �ac�uricFy, ��r�u�pnienk, �tppl�a��ccs and ap�urte�nanca� necessary for tl�c �oi�sir�cliot� of asrd Ehc� �o�n�le�iaiy it� a ri�a�u�cr ��c:���,t:�hIe !� ihe 1?t�gti�ecr of a11 w�rk tn I�e �3or�e �u�c�er i�resc £'n���rac[ C?ocxu�tcr�#�. TI�� "��iut Prtc�" slzt��! �r�clurle :��� per�it���rticut a�t�1 ie�n���c�rary �role�lio�� uf ovr;rhea�i, sur�a�e, �ttli� Llr�[l�;r�Tx�uilcl SITkl�tllf�5, ��car��i�,F �illti�l�t�, vverhead s:xpc��sc, ka���cl, i����rtuYce, �}a���}� fe��, r�y�a 1�4:s, risic due tn li3e cEe�zei�t* aE��� �i1�cr caus�s, clelay�, E�ru�ts, i����iri�:s, ciiu����;e �13���s, �axcs, ����sJ till nlE�ef �iems not s��r.i �'��:t�1ly nticn�i�3r�ed ��7��7t ����}+ i�e requ irc:ci io �I I}r constr��ct i:a��i rt�fu c�� �I�� wor�C cai�r��l�tc; �ji �I�cc :�n iIK :� salis��c��c�ry coi�cli�inn �f��aeraliat�. C'8-8_'� I,llM �' S.EJIvi: W��e�� i�i ���e ProNxos�l a"I,u��}� SK�rn" i� �et �`oi�h, tlsc sa3tl "�s��izry�� Su��," sk��x�l tc�ar�s�n! tl�� �c�l�sl cos# i`or ll�c C'�f�lr�c�nr ln �urnish al� i�#�c�r, tc�cs�s, r��a�er3��s, m�chiit�t�, cc��,ip��e�t, a����txrtci�aircus, a��ci al? sr�l�si�liaty wor� nc:�c�ss3ry i'c�r ti�c cnns�x�«c:�ic�r� and cc�n���letti��Y al`:�II tlz� �vc�r�C t� ��rovic�� a�or�tplelc ��I I�a1c��vi��i itcr�� � c�c�t�iled i�� �hc ��e�iat (:uzY[r:,c� Poc��icnts aa�dl�r Ylar�s. �5.=8.�4 S�'�]Pii �F I�,��'�v1EA1'I'; 'I"Ixc C'ui��rt�r.�«r �hall re�eive ar�d ac�:e��[ t��� cc+zn��a�s�t3o��, �� F�er�an ��ravi€�cd, i�3 full p�}�,Zent �ar Cun�isliiiig all la��r, t��o�s, rna�eri.�ls, a��c� ir��icle�Yt�ls f€�r perfs�Fmi���, all ►vork �or�#ci�pl��t�d �n�1 emE�rac:erl 4�ndrr ll�es�: ('c�nir�ct ��o�uttY���t�, for �I I Ivss and d�.tr�age ��sir�g ou[ n� E�.€� na�txr� of tltc �va�it� or form f1�e ��#,Zo�� c�F ti�� elem��ls, for i�i'1}� lill��?FCSk.'L'll {��I'CC�S C1� {]1}3�'fE1G'��UClii W�14CI� Illil�+ �se ���� �c cr�c:c�ur�i�rec� d��t�ii�� t�rc �rc�scculion c�f lEie work �t at�y t�me �efor� i4s �t�al a�c���tt���� hy ll�e (���rr�er, �s��C�.�]f :LS �}fC7v�{S�{� li1 PB.I'��i'8�)11 C�—�_� •"�� �OF ��I 1-kSI{S U� ��l��iev�:r c��scri�it�F� cnnnes:le�# �wxllr Cij�; ���n�eculic�n c�f lh� work, far {�11 cx��i�r��e inct�rred ��+ t�r in �ot��ec�uer�cc o�`s�isp���sic�n c>r dx�con#i�.���ii�c of s��cl� ���osc�cKzEi�n v�' €ix� wor�Citt� vperaEio��s �,� l�erein speci �ic�l, or r���y a�r�l �r�l itr��ir��c�r��jils �>r ��ate��ts, E.rade[��a.r�s, copyn�;�ls, o�' oli�e�r �e�al ��s�rv�t��t►s, ancl fc�r �{�niple���� E�t� work in �ri �ccept���e tr�:�n,ner acccrrclin�; to �i�c ter�t�s of-#lrtc C'c�nir��! C�]ocr�i��ents, `l'!�c �,ayn�enk ot� ar�p cr�Ereixt �r parlia[ �siiyn�te pr�or tn �3�a1 acce�tari�c �!` #i��: ��r��r�C b}+ Ifr� Cl+u�te�� sl�:�ll it� n� wa� cor�sEil��ic an ack�c�wl�clgn�e�t ��f k��e ac:����t�nc� ��I'llMe work, r�ta�e�i.�xls, ur �.q�i�mer��, 1tUC in �ir�y w�}r �r�jtidi�t� or ���te�f ���� ��bli�faiin�xs of. tllc C[�l�Et'act�r t« rep�li�', vurrc�c�, re�ew, vr re�i�t;�; tt! �rts �swji �id ���ap�� �;xp�ns�, iksijr cleF'e�t� For# Wonh W:�rCFx��-�art�reeati� C:- 50 Gc�seral {'��t�a�;�iu{�s o�• i����erfec�tons in lii� c�ns��uclrn�� o� i�Y 1�re str���tl� o� ��tr�l��� of#�te m�t�:ri�sl used ur u�ui�rr�er�r i�slc� nia4chinr:��y �umis}�ed �n ��r �l�o��l i��c �o�ti��rk�c#ac�r� �t liie wcsr�C und�� �:c�n�racl ��i�l f�s t�p}���rt�na�ice,�, o� �i3}+��in��� due or �ttri�u#ecl l� strc:l� de���is, w��icl3 ��fects, i�rtiperfoc�io�}, nr clati�a�� sl���l I}s�Ve bcen di�cavcrer! c�i3 or �cfor� khe �'t��t�� i��s��ec�io�t {111cS acc�.�x1F111Gc �rl #Yl�. Wtxr�C Ox C�4��]ng [�i� nrtC ]I�af �;113r:��liC� pCl-ID(1 S�Lx:C Ili1�� �ct,��3tanc�:. "�1�c C�+.�ncr st�xil l}� lir� �t�l� j��ci�c ol"such dcfcct�, it�i���r.�'ccfi�tts, ar el���gc, an� i�r� �'vaYlra�t�r �h�i� bc li:ahl� t� t�Me C�v�+t��� fc�r fai I�uc la ccsrrcc:l ihe �u�nc a►s ��rovicicd E�erei�. C8-8.5 T'l�i�`I'iAI, E�`�'i�ll�`L� AND ]�Ly.'I'A.Ti�]A{�F: Bctween llie I�` a�d �`�` �iay c�r e�cfY rrYontF� ll�c C:ar�lr�r.ior €�hall sk�bmii la t��e En�isieer � s#atem�nt s�rowi�� t�r� esiir�zake of ll�� v�l��e of'tl�c uv�;�k done d�irir�� #he �rc.vi�x4� ri��tyt3�, c�r �.���mai� ��ri�cl u��cler lhe �o�itra�i Po�:��n��ats. 1�I�L laler lt��� ilic 1(l,3q d�ty af ���e inon��� ll7e F:n�uieer s��all vc:� if`y SLtCI3 �-��t1Tl�lt�, ancl �f ik is f��t�cl ko b� acce�34ah1� �rrd lh� val�� c+l� wo�k ���rForn��{� s�ucc� l�l�c 1��� �t�rliai �3ayn�u�st �r�� rrrK�dc exce�ds one h�ttid�-�d �ollars if� a�����uni, 9{}°10 of such c:st�t�at�c3 s�m w�ll I�� paici �c� i��� �'��lt�a�lor tf ilrr; i�l�l co�ttrac� �i��xnt is �e:ss �l��i� �4Q�,f3�[], c�r ���°�� s�FsuclY esti�tz�t�d s��n, �i11 b� pai�1 lo t��� �ontrac�or i f l}s� �o#�! �on�ri�cl� Ky�nnu��t is $�{]O,Q4U K�T �,�rcater wiliYji3 tvw�nt�-��ve {�5�} c�ay� {� f��r tl�e r���lar �sfin,ate ��eric�d. Tl�e Cif}� w�ll 1M;ir�e ll�e {��lioi� of �rep�3rin� cs��r�ti:�icd on fore�t #i�rr�islied by #lie {;ily, 'l`Ite ��xr�a� �stirx���e �ti�� 3nclu�c acce�ial�ie n�>n�cri�l�ablc it�aie�i�ls �c�ivere�ci �o E��e vvark, ��+I�icl� a�� lc� bc ir�cnr}�o�•at��� i�lo t�.� wuri� as a�s�r�tiYane��� �arl titcre���', I]Llt WJ1fG�1 �1t ��iC tlSil� O� ��SC �SLlfit.i�� �i�Y� Fint l?�Ci7 lf7�1��11�c1_��r�c�t �a}+r�xe�,t �vili l�� a���we�l csn a�a.�i� c�i-85°l� csf �1�� ne� i�Yvoic� va�44e Ii���eoFj i��� C.naitr�c:tar �I�a�i �ur,�is� 1he E�fg���ce� suclr i��f<xr�r��i.i{��� a� l�c ma� rcq�}est �c� <tid h�r��r �s a�,ui�i� i�i t1�� v�ri�ic:�� i�r� o�• i�i� �r�j�i►r�lion n€" l�arEi�l es�i�t�ate�_ �� Ms �«dc���oot� ti��c ��1� p�F�i�i ����r��ii�: fr�r�, rn�����k� to ���c�nih will h� �pprax�r���c only, ailci all �arti�l i�t4���hiy es�imates a�c� �rayt�t�nl �vili be sti�aj�:ct tcs cr�rrectic�t� it� �i�e esNl�ate� re�ritle�e�1 fc�llu�ving �t�e: iiis�c��+ery of: �n �rrnr in at�y ��rcrri�us ��tirrEal.�, �n�� sucfi esti��ialc �l�all �toi, in ttn� r�spec�, be kaltes� �s r�r� a�lmissio�� c��` �I�� �wiyer oC lj,� aiiivu��i c�f �rckr� ci�iYc or ai' ils c�ual�ty� t��` s�� fricieiic}, or as ar� uccc�,t�,cc ��' lhe �ro�k cior�e c�r #k�e reieasc ui`tlYe �ox�tra�torofa�s}� a��,i� respc�r�siE�ili�ics under �1,� L:a��r��t Docunz�itts. Thc �ity rese��+�:s tlte Cl�iit t� WIt11tl�E[� l�l�' �}il}'#IY�IY� ���ill�+ �il�]titlllj� GS�If�i;lt� 1t �13C ��x23lt�actor �;31�� lb �cfl�Q!-Fil �il� WOrI{ SlflGil�r iii �GCC��[��IIkC� �vit�i t�i� s�}�:CiI1�Al1Qr�5 OT p�ovis�ans of tltis c:c�nlracl, {;8-�.C� V�l'�'Y�Y���Tf}LD1I�G F'l�YN1F:�Ti': Payrr�cn� on as�y esl3rriate oF es�iry���e.s «�a� bc h�ld ia� ainc}�ance ��'thc, pcE�Farrr���re �f �1» con�trK��#ic�� c+pera�io�Ys is rto� i�� acco�-dan�� v�itlr #lse i�ec�uir��t�.ei�l:� c�f [l�c Cor�tra�t l�lcxc�ner�2s. �,R-8_7 FIi�1iL 1��{'��''1"�?�i�'�: �Vl����ever tlyc iir�p�-cs�roit�eixih ��rov�cieci f�r by li�e (�or��rr�ci Dc,ct�r�}er�ts siy�t�l I�avc b�:��1 �.ckirY�Setecl �fYt� al l n-�tkir�n�e�ls a f' l�ir: C��t�rac! Doc�M��i�nt� si�all ���1ve h��:t� Falti�lc:il ��� #Itc ��t��t cxf ���u �c��Et��cfnr, l��u C'on�ractor shal! ��c�t�.l`y tl}e R�����c�r it� wn�iz�g t��ht tlY� in��rrc��ci��ents �r�-c reariy tcrr �kse li���� in���:c:tiu��_ T���: Cii���teersl�ajl �Yot�ly lh� �i��pres��rt�tct���i�.��l� ofitic (�wrrci, wiEi witl�ii� �t re�st�3y�l�le F�c��� VUor�h L4'�1r�r T)�E�ilrlr�ucul {:- S l C;�r�cr:�3 {:�u�c�iloo[�s ti�t�e rn.�ke �ucf� Fn�l ir�spcc��or�, ��r�c� if �I�� wc�r�c �s �at�s�.�c�ory, i�i an accc�lablc cone�i�ior�, an.d h�� bee�� con,�}i��e� in a�c�}r�i�n�e �;sh ��� fc��s �rt�tie Co����a�:t l�{iC11173Gf1tS �ll� �"!1� ��}�]POVC[� l�l{rllj I�LC3�1{��S [�1�f�0�, ll�� FRginccr wi�l i��i�iaic tlre procc:ssin� u�`tt��: ��r��� cs[�r�,:��e a�ss� sec���tt�t�rrd fis�al acc��tarice �fihe�raje�t a�i� �nal pa}��er�l l}�e�nf as au�li�xeci in f'8-8.8 bc;��v�r_ CS-8.8 FfI�l11.i, P11�'I1�iEh!'T: W13cr►ev�.r a�k thc s�xtprov��.�e�ts �ro�i�ieci �'or b�r the �onl�act Dc�cu,�e,�l� �s�ei �11 a�E�t�vc�3 tna€�i�i��lioi�s �1ier�of �l��11 have k�en �or�-r�l���.d an� ail Tec��irc�lent� c�i' Ihe �'vnl�-�c� I�)oc�rr��n�� i,ave bcctr fi3l�llec� oii the �ay� o�-tl�c �;onlract�r, ��L23�I �Sllii��lt� S�l�WIR� k1�� V�7I12#: �tL.E1e VYb�I� 1ViLl �]� �1CC�1:11`�[� L1� lil� I���giEye�r as so�i� as il��: r�c��e-ss�ry i�ieas��reiner���, corn�«t���ons, �nc� cltie.�;�s �a� i�e r�i�cie. �11I �rior esli��aies ��Svn wl�ich payme�t i�as bc:ciY inacic are sul�je�i #v r�ecessar}� corre�#ivr�s c�r r�vis�on� �n t�r� �r�al payr�t�n�. . `�'�tc �ino�ry� ni`t�te fttyal cs��rtya#e, less #��-evio�s paym�nis ant� �i� �ur�r i��a[ have beert �cd�ctcd or retaiii�ci irjid�r ll�e p��ovisiaY�s �ftll� C'onlracl l.�vcu��er�l�, will �e �aid #o the C�onira�i«r widl�i« 6C} �lio�s alxcr �i�tial K�cr.rpt��ii��; L�y ilie i�wner o�i a �,rn��r r�solt�iiorr of �l�e Ci Ey f'nu�c�1, �,F�,vid�:� ���c C'c�nt��cic}� ��:�s �i�rr�isftiec� �o lhe �w�icr sal��sf�c[ory evi�f�nce oi'���yrnent a.s �`ollcsws: ��ncsr sul�i2iissiun ol�fh� �t��a� csl�i�����te �or j��yrrfer�i, �hc C��lra�tnr ��i� I1 e���:ute �n ���clavit, .i� f u��isl���11��+ �ii� {1ify, ccrt�l�i�i� Ilt�i �1� �e�'snn�, f.arn�s, �ss�cialioi�s, �or��ora#ions, ��r otit�� nr�a�i�alivns I'tirnis�in�; ��bur as�til�r rrt��erEals }��vc i�ee�r p��ii� it� FsMI�, ���:�r �1r� ��a�e ����e �.�r�r�i��h� �� ��1�: �:�t� c:����I,�:�l i� �h� c�c� �� lao�t V4�orl�� Izt�s �re�« },a��l, at�cl tl��t ��tcrc are ncr c�;�irt�� �en��ir�� i'or pe�s�r�al ir���«y ancilar �arop�r�y du������s. Tt�� acc�}����ce �� th� ����tractor n#'ti,� I�,,�t or �nal �,ay�����fi as afor�sa�d s��al� operalc as and sl�alI r�:ie:��e il�e �}wr�ef �i-�m all cl:�im� r�r li�l�ilii�es u���l�:r il�c Cu�i�r��i For ���yilrin� �Ic�n� o� �i�rr�is�i��i or relat Erx� to ��ti� worEc :�a�cier ihe �;�nlr�cl �c��ume�,�� or �r��r ac� or ��glect o� said �'ily rclatiii� lc� ur ccstuic.�ct�r! �vtlli �t�e �`oi�tracl, 'i'�e mak�n� of if�c ti�nal �<�}�xer�� by �E�e {)wncr si,all no� rc�ievc tlie �:o��tr�tctur o.fany guarant�e,s �r oihcr rcc�ka�rer�te��ts of k��� �:or�#r�cl �]c�c:ur�ent� wi��ct� s�,e:ci �ic;�Il�+ c���[inu� x��efeai�er. �'S-8_� �,�Rt�I.IACY ��s l)�Is��C;�; I� i� unclersio�c� �h�i i��e C}wr�er b��icves if ��as eix��joycd coi�}��etci�t �ii�irrccrs and dcsi�i�ers �o prc���� �hc �o���ract f.)o�knz�enfs :�nc� a�� �t,u�1ilic��inns c��`llse ;�g�rc�wecl C{x�lrae� i�c�cu�►�:�tts. �[c is, �li�rcfor�:, ;►�f�:ei� l�ra� tl}e Clwn�� sh:�G� [xe i�es��or�s�bte �ar the �de���cy +o�` i�s own dc:sigr� �ea��res, s��f�ic��nc� c��' ll�c C.'nr��ra�! Docu�er�is, LFtc sixf�iy uC i[t� str�ciut��:, �tiri lf�e �r.�►�ticabi lity �f �he n�ef;�linn� csf #�y� �u����ajc��.�� �rt�jeci, �Sr�vicl�c� ll}� C'nni�racic>r h�; �nm�lic:d wi�l� l�� �c:��ui��:�t��i�ts af l�t� s:�i�l �n��rac� [)ocui�ten[s, all aj�prov�cl ��odificaii�i�ti tl,e�e��f; ar�ci ac��jiti«�,s a�cl a�lera#xrr��s tl��rctn a����r��+e�l i�� wr��iEr� I�y ll�e �wiKcr, "l'��� ���rc1�n of �roof r�f s44ch cotn��lia��cc. �ha�! hs� u�or� ct�e C'c�n�rac�or lo sF�c�,�v lh�t �rc has corrt��lie� witf� tl�e sa�d rec��tire:mcni� �f ihe C't��tit�acl I l�scun3+���ts, a���resvecl r��rt�dirc�lic���s l�tcrccaF �nt� �[l ap�►r�v�ci �����i#i��ns �s�� ��Ic��-;��ions 1F�er�to. f��ft W��rrli WnGtr flc�r.rynrrre�41 C'-- S� {rc�rc�al {�.'c�axl�ti�r�ss ��-�_ 1 C� CaF:NC��h1. {�U�LL�A�ITLE:- I�lcitl�er ��1� [inal cer�i �ct�te csf �ru�+i��c�,l ���r aii}� ��ovisinn itti il�t� Cc��71 racl Do���r����lls �3c>r }x�►rtiai c�r �r�tir� occli}�tut�}+ �F ��sc �o� sl�e p��ct��is�� hy #iie C]wncr s�1a11 constit�#c: ar� ac�e��t:���c ofwot�C not �ione �n :�ccardanc� w� t�t �1ie C'���tlr�ci �lv�:�i���e��ls r��� f�c� ievc ili� �ot�traclor a�� lial�ilify in respe.ci �� ��a�y �x�Fcss w<3�ra��t�es �xr rc:sp�a���hjli�y Fnr ��t�ity r�Yal�rials or wa�km,��s�tip. 'C'he C�onf�actor s1�a11 r�;�tr�i!}� t+l�y d�#`�cts or t����x���cs �n t��e worl� asid ��y for ar�� damr�g� lv nt��c�r work res���ti��� t��erc:�'rc�rz� wi�ici� s1�a11 a�r��:�rr wi t�lur a F���iod of at�� ye�t�r �s•on� �3s� da�� �t lisral ac:cc:�a�a��ce of th.� wc�i•�C �n�ess a�a��ger ��ezi�ci is ��ec�i"set� iu�i� �iiall �xtn�isl� a�ood anc� s��#`Fcic�xl m�i��t�iian�� ba�3d i�� tl�e a��lotutt ��' 1�0 �Se�cc��i oC ll�c an}���lrt� �f il�� cck��lracl W�11Ch S�I�II 8..5SLlt'� tl�� 17l',fl��iT]idI1�;S: £1� i�l� ��T4CT�1 �I1���i31I�� �S ��}�YC (�11��lil�Ci. '�'�tc C]w��e� ��i�l �,tve i�o�i�e �f o�iserv�d defe�� wi1� r�aso�iabl� prv�n��ines�, C�-�.l � SZJB��i)���t� �VC}Ri�; At��r ai3ci a1! �v�rrk ���eci���+lj}� go��ri�ecl l�}� C�C}I:lLC11CJl��li"'� il:[�llliEil��li�S �[}F iLt4 �1F[]j#:C�x s�lch �s cc�ndi#ionS ii�xf�vsed k�y �Ite Pl�rt�s, l��e �ien.�:ra� Cant��ct t)�c�tstr��#s, ar l���e S�e��f;�l C'o�ttra�l D�c�>>z3��t#s, in whi�h nc� spa;i�i� il�� �'cs� bic� i�as �c�.r� }�Fc�vided f�r 's�� the Propvsal, sh��l ��e cc�n:�i��rcci �s � sub�;�ilia�y itc��z oFv���rk, th�; c;��sl� c�!-�vl�ic�� sltt�ll ��e u�cl�4de�3 isi tl�e �Srice hic� ��� ti�� �'ropo�a�, far ca��� bliS ltem_ �;klCFace rt�Stnl-ai���,, r�cic cx�av��io�Y, �►r�i� �J�c�r�-ti�} :�fe ���i���l iiC11�5 �}�wOt'�{ �v��tc�Ii �i�ll ii] lli� ca#C�OE�]f �r5��]Sidi�i'� W€)�i(. ��-�.1 �7 M��C�:i;L!_.A�l��� 1iJS YL1�C�l��iL.�1T �1� EV�A"i"�R�f�LL.: �1rlalu��ia1 nl;�y b� �ll«�.��c.� ttr���� �rar;��s �ic1 ���R,s i�, ti,� r����c��ai �o ���aE�lisfn �tr�it �r�c�s fi}r I��[�ct��ld[tCOu� ����C�17ie��l �l iTlaterii�l, �r'���sc rr�r��er�;��s sr�al] be usc:��l csr�ti�r when cl3r�ci�d l�y iixo £��igiiteer, �ic��ea}cii�l� an �'x�lci cond������s, �'aymcnt tar rni�c�f kar�c�K�s ��laci:��Y��i� �� r���t€�ria� v�+iil be rr�s��lc Fo�r c�t�1]r ����1 aYtroun� trf ���te,nal �seil, irreas�rccl tn �l�c s�ear�s� os�e- i���lt� �mi�_ Pn����cnt tor niisccl��r�eo�s �xla�err�e�Yi c�#'�l�aterial shal! �c iii �cccri•clan�c witli tl�� (.3e.��er �I ['uts� R�ac� Iloeurneuls r��arciless c�l' t�ic actual :�ma�u� l��e�3 t�r il�� pruject_ ��I-R_13 R��{]I�L� I)C}�"[J�v1��fTS: Cc�n�r��x�tnr sliall ke�:� oi� r��arc� i►c:apy c�F�fli s��ecific,�t�o��s, �,I����, a��ci��ti+la, r��n�lii"t��Ml���ns, sE�c�j} cirawi�,�;s, a�}cl s�����l��s a� t�ic �i�c, ir� �oc�c� �rr�er :�nd arxnutat��i tcr st��ow ali c:�Yang�s �ry�cl� �iurin� l�r� �nn�lr�ac�in�� �roce�s_ `1'l�e�: s���! i�� i�c�li�rerecl to li�e r��gine�r upo�� coiu�fe�ion of lhe wnrk. � 1=n�t Woa Ih �Yuter [lef�7r�n�c�i C• 5 S �iencr.�1 {'s�iuliRinn+ �l�l'�'I_.I�.I�1C�'i'�41��' C'[�1��]1T1()i�lS r���z� ��rc�i��r��, ��fi���i1a� ���{.�����i��r��v��' WA'�'�+:� A�f�� �N�ST�;�'�r�TF.R'L'i��'�r�T1�1r�.i�fT [wl,n�l`i` i�R�Jf{;�:'.1`� �iu��e�t �, �{11�1 ]. ('�}�'l7�r"+�'T L��li"'�l��v�EL�'t'S: I�� �c-cliurr C�l-t_� �;{3T�!'Tl��T i)�C�rMi?�1'f'S, +]c���e 1'ar���ra}�lY C' 1- �_''�� ��'�:�.I-'I ��- (.;{��1TI2�C'��- C�����i��f�a rt�'�'� aa:�cl aclil llY� Fo� Ic�win�: "b. S��;G`�1�L (.'�.li�'I'I�AC:T ��[�C[_]�Lf�I`4�; 'T�lf.,' S�}C�E3� Cs{}�l�C�C� I.}{1��liJi{;j1�S i1f� ��r�p��c�l tor c��l� ���rciti.c �rc��cct ;�s a su�,�31�a���r�� �;� I I�e ����lcr�sl C'o»ira��l Di�c:k��nc.��[s ;�r�c� ittc�tt�l�: �h� 1i�1�o�v�fi�, ii�����s; �'AI�T A - 1�iC�T1(��v'I'C� 1���1;l�� (��1�+e�tis�:�t���r��} 4�CC'�LA'�, iTf�'i'L�U(-'TIC)�1 �'Cl Bll�I�F:��� PAI�'I" ii - PRC}1'C1Sl�L (L�id) '�1�11WI�L }�rC) ��'�EC.I�FI�'ATI()IVS �P�1R'�" C' - {�FFNi�,i�A[. 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'�'IZ� ��]{I�CfS 21llkS� �1�V{: tj�� �?3"��E][��3I ac�ur�ll,y {leii�+��c:�!_ �:i�cl� ��r��c���l �Iz�ill h� iai ��c�i�e�� enve����e pl�i���y �f��rkcil �villi tirc worr.j "PI����'{��AL" ���r� if�c ��a�i�c c�r dc�;scri��tio�r oF tf3c ��rc�jc�� �l�si}m:�tec! ir3 litc ,�1�1c�Eic� "I'c� [�idc�ei�". 'Cl�e ei�v�lc,��c sl�:�l! he t�iiclre*�ec1 #r� l��e I'��rclY:�siii� N���nrkger. (,i[y c�fFart WcxrlE7 I'i�rc�l�sln�; I�1Visitr�l, I'C) l�ox 17{12��7, l���rt 1�n�ll�,'I'cx�s 7GLU�.°, C;���.� V�fT'HDl��1�Ni�Ci F'R.C}T'C1��11�,�: Prc���c��als :j�.�ii:��ly Ci l�r� wit�� ilxc I'i�rcf��st�r� II�ilEirt�C;t' ��iIi€lCi�, t]C 1�dI��i4�rilVdit I71'I[}r �C� t�ic: [inic ��:� �t�F lire openin� of pi�o�aosK��s_ A 3"CC�U�S�� �{][ il�}ll �[?IIAZCII'.�ii�li7tlk nf s�>rc>�����1 �����sl lxc= n���il� iu wr�t�ii�, �wciclt'�ssc.c� �+� [l�je C.'i�y �l�:uia����`, rjri�l �ilcci �x�ilEi 1�ITn ��r�r li� tiz� tirl�e �el �ai� #Itie ���Cli]il� �}f }�ro��os�ls, 1l�lcr al� proa�i�s��l� ���o� r���K«stc�+J lt�r �ioi���ottsicl�r�L��rr i�re o��el��ci anrl ��nlxlic�� r�{�d rti����cE, �I�e ��r��,r�s�1� �'or wkric�� nn�M-r.{}��sicl��•K�[ic�it r�€�k�esl� I�t�v� I����t p�'o�erly ��tcil r��iry, a!L L�I� L}F}LIC}[1 11I LIZL' C�WEl�F, I�c r�.iurn�c� ���perscct. �'2-�_� '.I`.E:1_,I���F�1�1'.���Y� L1{l��[317��"1�C;11'l'l{�� �li� Pl��l'(�ShLS: hny bic�cl�t n,�y inod2f�+ l��s �Srnj��xss�l 1�,y �.elc:�ar�3���i� co������1��i{..r�i�n ai ,�a�y li�ilu ����ior �o �l�c tijr�� ��i f'c�r o��e��i�7g ��rc��3c�sal�, �rx�vicie�! sL�ch tc:le��r���l�i� c;C�2itrrluni�fltl.nfl is receivc� ��y ttYc �'urcl�as�i��, h�T�»ix�;cr ��rinr ir� li�r; sa�cl �x�c}��«sal cr�����it��; lia�ne, an�! �r�vici�d fi,Grli�er, tC��� �he C'ity �'�at�a�e�- ts sat�s�tc�i t}�at ti W�i���^R ��d dllt� ��itl��nt�cd[�:C� c[�11�CFIl��lr.lri. O� �ui:�l I����l�F��}t11C C{}171E111kIilC�tCU�1 uv�r ii��.; si��Y�lur� ol� li�e E���Icic.3• wK�s �r��4�c;<i �r�e�r #a �k��: ���-��pns:�] ap�nir�� titrte. L#� �Mac�t COtI�.ErCr�2Jf]�i] is ��ot rcceiv�il wi�ttin forty�i�h[ ��8� lu�ur� afk�r tl�e ��3•��osai u�ye�iix�� li�n�, izu ti�t�l�er s:o�s�iiler�tion will I�c giv��� lc� It}� J�r«�aosilk. !'��� I 1�Uuiih Watcr fl{:tru���y«��t� {_;� - 2 Sil��]IcCricnrary Con€liii#rrrs �. A��I�(�I�ITY R4_��iNCSS �"s�TERJ'�t.��;�{J1N�NIGRT 13USI�]L�� k?�TL.i�['1�1�E ['C)Nl �'I.jf11V('� :_ I)c�c:�c ci��ire� Par��g«}�fl C�-3.2., ���tc1 r�.��iacc w� tl� ilie �'oiln��ri��g. �:3-3_? MiN�}l�'�J`�' BL�SII�ESS �:.I�"T"F��.E�I�F..'lWC.��1E�V �kJS�G�S I;�`C'FRPI�.iS� (�{�Evi�'L-Lr1[���T:: E,���n��� f�q�is:�i, C��nir��ctor a�r�[:s lo �rov�.tic to C}u�1�r cn��pl�te a���ri :�c�ur��� infi,r��r�ttinn r�:�arc�ing ac.�txa� ���uric �ser�«ri�}�{1 ��}� � iv�inc�ri�y I3���i��ess F.��tct}�ris�: �4IB�� a�cUo� � 1Nc��«ai� Sxusii�css }?�tcr��rise (1rVE�3�) c��� tlr� c.c�n[r�c� �,nd p�tyr��en� tl��ref�r�_ ('or��r�c���r f���llr�f ��aees u� �c�ixra� an .���ilil Ku1t�IOf �7C�RZl11�11[}i3 Of� {x�ry boo�:s, r�cr�rds or fi��:� �,t its �xc�sscssi�+tti t�ia� wili st�hsi{{�t��irtc tl}� arC��MI wnr�C peFCorjrt�;� h� at� �ri�fiF a3��!!c}r V��L, �I�klf: 1711S1-�E]��:5�k1��1{1()11 0� f�cis {otlYer �ha�� a ii��;11Y,�331 Il1i�CC�}r��CE�l�Y�3Olti) :�iticUUC [Ile C�1113t1�55i�s� ���1�T8�.1� �}jr t�yc �'oi�lr�clnr will I�� gr��tnds �ur �crn�lz��rytioh n� lj��: co���r{t�l �aicllur inik�a�i�r� acliot� t���ler �p�i-opri.atc f`cri��•aL Sir�te ���• �or.al laws t�r orclinanccs �-cla#i�}g to l�se �1:xL�r�7�i�1�; i'KifE��vrt ����y sk��at misr�:�re�c:r�lalion �+�ii7�,r ESian {r it�:��i����l ri��s��.p�csenla�iarr} :�z��Uor cosir.�z�i�saory c�f` frauc� �vilj r�s411� in ��1� C�{}]ZCI'e'iC��]- �lC'Iil� Ci�L�TIl11C�� �i} be� ir���sC.�ortisilxk� a��ci barrcil �`ix�r�� ��x�lici�{iling i�ti �':i�}� �vork fnr � pc:��a[l t�� lin�e c�f r�ol �esa l��:i i� t�xre� (3} yc�rs, �. �,`3-"3_5 AV�fA�.� Oi� �`C�i�I'�f��T �s nio��ifieci �o �eaci as f.ollow�: "Ti�� [��'k+s�cr r�seNtxs �ltie x�,�l�� �n kvtilirho�ri fir��.i acli��iti nn l��c pro�rnsa�� Fi�r �� i�eK���Y�bic liir��, not �o i;7€C�:�{� ��1�- �7C'.t'U3t1 SEalcil fc�r �lYc �itl�r�lic��� ��f �I�c Bii� Se���ri�y ���.�c.c! in ta��: T*���licc ic� l3i�icl�rs ��r �JC� d:sys, ��+i7i�t�ev�;r is ���nrtcr,'. I l}_ C'3-3.7 ii�1�S, 1'or lhc �'ara�;raplti ;ii�er Par:��,ra��l�� {'�--�.-�c3 C3`!"I�1�:�� BOI�11)�, w�}ic�� �?{:�1Ci3 WI��I "++C.I ��FFY4II,Sy'F c����t�;�: �lr� es�lirc paa-a�-a�}t� �n ��aci t�s �'nllc��s: •`Nc� �113"��Il'.},' �vill ��� �ccep��cl b� tlie �v�rtier ��ri��r are �t� f.�7� �imc i�� d�.�at�l� or cl�efinc������1 Ili� 's11T�f �ltlitl�5 C�f VvIS1G�� �ICL' j�l��G'�f:5lc�1 Itl �ll�f �i�1�711[]Si a��iiist �f�� C}�v��e�, A11 ����►c�s ��i�sll !�� «���i�= <kit i�e F�rms i�trnisl�e�i �y lir� C}�v��er �ti1�3 tl�e *�����:ly s1ttM�l l�� ac;t�.�;E,l�i�l� l�+ ���c ()wr���. it� ordcr lar tr surel}� ka� �c �cce�tahlc to tt}e C�wncE�; {ti }�I��: r�ai�e c�f' llr� sure�y sf��tEl �}� iI�c:�t�c�e�i c+n �I�e curre��! 'iJ.S. 'l'r�;a�ury Li�� of �cr.epl�i€x�e S�rct��� {�ir�:ti�I��r �7G�, or �2� i�t� surcly� t��u�# h�v� c�pi�{�� t���rl s��r�al��s ec�u�l fc� t�i; ttnics �he a�ticrunl nf ilrte �l01�[�. �, T�Yc` Sl1C�t�1 I111Z5j �� �IGL't15['.C� �f] C�fl �3X14iT1C,'S� 11t ��1L' .7i'si�� ��TG7Cr�5. Tllli 81l113lillt [}� �I1C af7ac��.tt�i �i- lj��; �{3n�i ��r��� nvG ex�:ec�l llie t�n�urtt �hown c��i #he �FC;tI�LITy !is{ c�r ot�e� k�3�t1� (SIL(�) af 1t�e tot�� ca�ital �an�i s�r��u��, ��' �cirts��r�����4;c is rec{uirc{�I, ��e cut��pan}� ���i�i��� tltc r�i���ur{rttice �usi �c �t�tltt+ri��.�l, accrec�itec� o� �n�sle�:c3 to cic� �u�Ei�csti �n t���: ��t�tc oF "a`�xas, �acl� F�s���c.� sl�al I l�e ��rc��e;i-�y �xec4��ci! hy bc�llj �h� Cun��ac��r an�� �1�� E��s�t�in�, �'o�����an�,., I�o�� �'�'{�alCt Wr�l�r 3?e�y;f1�t7s�.��1 C.� . 3 �uppi�iEre�7to�y �'on�leri€sitis I 1 l.(} I�]�SLJRA�{:�:', �I�a���e E��e �ulluwir�� ��xr�int�s ufC'.3-3.1 1 la���i4-:}���e,�s slta�vr� 1��1ow: L 1. � 1�15���1LA1�� F��i� �UBCsC]�i"I�'KA�'��"Cl���; Ai E�i� �r�c! of tllc �rsi scnlenc� of llr� �irsl �x�►ra�;r�€���, 111S�1'� I��iC �O��O�i+l3S�: �i �nc! certift��l�:s ���" ins�r��tce sltaii �c c�e�]ivere�.i to ih�. Clw�ryer." �A� �Ixe ��i;l of il7e �rsi p�r:��;i�a�l� ar Se��io�� C�3-3.I l, a.l�cr ":.uYcl fc�r �11 ��hC�yFIiF�G�<.�ls", ir���r� lh� fcxl�����«�: "'�"lre ���cf�l (�nr���:���n� ina.y rcc�utre rj�l subcc�iilr.rcitxrs t� b� iusurc�i illl{� S4�L�I��IL� C��Cllll��il���l{lli L`T3513�1l1� �I1f1L �Il� I����li�Cl�{:[l�`u �F C�"3�3,11 �rr� r�let F�r all �K�I�cr�ntracinr�, F'ua�u�e �� tkz� {l��fl�El� ��r re{�����i rec�z�ir��l doc��mentati���t sf�alt ��nt cc�nsti�ute a wairrcr u� titic i�Ysur�tic� rc��uire��ietrts s��c�{ie{�I I��:r���n, TI�� C�iill�fiS{:S[}frS I�abiliiy s��t�I� rtiai l�e liix��ied t� lhe s�x�ck�ied a�tiour�ls c�#' ii�surarrcc i�uir�rS ���:�-cin." � 11_� 1[VS�TI��E�l�'�? Cv1��1T['S_ Sn Se�lion C3��.li, s�f�cr th� �ord "acct�rrc�rc�", �ri�l '�la�gr�gat�:". L 1.3 �1(}MP��S�`�'If�I�] �NSU1�11�NC�: Adcl #Ixc #'o�lnwar�g �� Ik�� e�.d �� I'ara�r�►���r C3- �1 l.w�� "�'�Jorker°s c�rnE�e��sa��ni� i��sur.��7cc c;��ve���r� empio}��:cs irz I��� �r�a,��c! sit� �i�r,�l be �r�d�}rsc�i w��h a►v�iv€�r o!' stftxrog€Etioi� �rovidir�� i,igl�t� of recoveiy 1i� favor ol" �I�e �} W 1��R,' � I.l.� �'C?��h+1i�;i�C:IAI. ����f��1� �.,��,Eili_�I'I'Y TN�Ul�1���]�E- In L'�,rt7�,Tr����� ��-:�, i�b; �tt���l��c� tl�e wr�rcj "i}{]R�f�1r��3��iS� VErF w�it� "C'c���uiY�;t�t;it�l" �i�1�J Etic; fc�l��iv�ft�tg tc� P�r��r��Exl� �':3-3. i i k�; �+�.CiF�lrll',il��:�u' CIF 111SLIfi111G`U .4"ili��� S�il�{= ���r�� �I1SC11-�ii-kCE.' 1R {}]7 ��l 11l}C.C,ljfrE,'�IC��� �}7$I$.�{ fie�-1il�c��tc sl�.�zlC :1�&O Cn�lt�l11 il �Ea�elilerli IE�:�E n�� €:�cltisica�i� ��y �;ri�ur��In�i�E h:�V�- I�e�:n r�ti�[le Eu lhe (�.'c+ii�me�ci�l Cien��-�I Liai�iltly F�[��ic]I" � I.� �C�lV�9HRf'�AI, �FT�li�i�l��. Li��Ci�L��T'�' (C�(..TL� P�)Li(��'; �1���c�i� F{Kr���r�i��ly C3�3.1 i�, l�cid�liot�al Li:��ail��y, as fc�l�ows; lr�r ��dd��t� tf�e follc�w2r�g; I, Add �li�; tc�l���win�; �1i�; ���ti�t� �i �f��!'I'I�AC:"E'I�I�Ai, I.�lAl3f�.f�!`�; "'�I�'lie C:iCy, i�s officcs, crt�}�1u}rccs {��tirJ sesvants si�aCl l�e ���i4�r5ecl n� �1clilificxr�al 3�surecl att (:c�ni��i�tt�r'� i���k�r�nc'� ��r�kac'�i�s exc,���i��� �:n����uyer'� lia��ilii� ���sur�r�c:c t�ts����a�� lkllLll:i' �.f}T1Lf'rl�t{}r�S �Vf]E1{t',�"�S C{]iT]�L'IISc'1�1411 111SlICSIiCC I}l3iIC:�. �.OIZt�`dC�l.pf}S t�,�urt�r�c�. ��c�lic�i�s �f��ll l�e iz�ci�rs�d �o �rov�4lc t�tial s���JY it�s��ra�i�cc: is �rijty�tr� ���utect����� rt«� ��y� sc�i=lu�Yci�d or �o��i���icrcial covcrmg� n��iuEaiticd b}� ilie C�1�V�1L�t s��ull i:ia� I��; c�l��:�l 4��rosi �o coi�ir�b��le lo loss recovcry,,, 2.. �i�Ecl ll�� �'€��Icxwi��; ��trf�f;ra��h: "��firs�r� rc����irc:il I�}� IE�� f'c�rtlr��! Dc��k�t�'reEt#s, Lriviro�iii�cnlax �uip�i���ne��i Lia�ili�y Cav�:�a�c: i��ust bc �rovt�cd iri il��c limits oF �l,{}(�{},[�{}(} pe� occt�r�-en�e �nd ��,f�{](},{1L1{� ��Ev�ual aggregaie, 1'I�e ��ia�vi��nme��ia! 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L 1 f` L�}+ sn�u��iit��, �IMe foliow�n� a�icr i�t�: �iz�st s��Y��.nc�: "[}tl��r tI�K��� 1�Yorke�'s {'o�t�r,r}s��io�r 1CiSLk��rlcc,.in lie�a n� ��c�jl�erl insur{u�cr, la�e [}tt}� n��xy COii51{IC?' :ll�i:tTl��1VC �{1V�F3�� �1' Tk�Ii l�"�Fl�.11��,.Ci� i11e21S11E1:5 Llll"[�114Fi iYISUf�3TiCL' paols �r; ri.�l� �et�nli��� �;rc����s. '�'he �:�ly =Ltt�st a�,}�rc,ve in �vril��}�; at�}► ��it�rr�ativc c�ver��c." � I,� LC]�:�A�.. A�:��i�,l�" [at�E� fi�1S���Rl��C�? 1�.l�1T� F3QI�L�1�l�= �or P�r�g��}31� (-'3�3. L 1�, il�l�:�e ����i��. p�u��r,�rapl�w txe�i���i�tis� „I.,nc�� ��ertt l�c�F L��ss��-anc� a�td }3crr�{lin�„ 11 _� DLl�U�C:']'�1[�i�L; l.13.Ev1I'�`S: �Ldrl rl�e fc>E1e��v3��� !'�agra��l� C3-�. I�,�; ;`���.;i.)lT�;'I'IT3I�L �sflr�l'T�. 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G05t5 f����Ci� �O Ci��TI�=,es tn �I,is �cr�ttract_ 1`�. �f I�Si'�I�� (_'(��7'�: �k:clio�� 5-�,1�. revise Ilie firsi sente��� �v retkd a� folfc�ws: "�'�r�re, as c��le�f i'�� i�t ll�c C:�rj��i�a�:i �ocurric��#s, [esks of ir�a#�i���1s or ec��ai��rn�:sri �r�: o�ec�ss��y, s�a�l� tes�s wi11 �c r.riar.le a� tkae cxp�r�se oF �ncl ��rjit� Fc>r t�y ihc �'nnt��actor �iil�.�� �,ll��,rwis�' ��}�c��c�ll� ��rt�viciccl fs�r iji ll�� Ti:�:�i��jc:�tt S�,i;�',El�c�tiol7.s.�� l�. i�11W� '�`C� BE Oi��C]�VEFI; �cction {1���b.l, d��cic "or wl�ic,l� iii�.y �ie ����cted lal�r". lii�er 1���: w�src� "cxisl," �sc��l "a# [Iti� Ei�r�� coF#��e �cmir�ci ��• ina}� I�c t��re����i• �:xis[ d��nr�� ti�e �crfnrn�rrs�ce a.f the �on�ract.�� 15. �3[JiLIiT[�C'� f'rr���ll�l���: 1'�ir�i�;r.���E� C',�-�_2 Iiisr:ri Ch� Follc�wit�g �t llii: e�ci c�f th� �3F8�?��lt]� 1; "C;ixi�lr{kc;�c>r� are re�pnn�il�le i'�r nj�i�iii�in�; cc>r��tru�tinn pe,te��its fr4}rr� lhe �overnir�g a�e�t�:i��s, �c�jY#r�c€or sh�ll scltcilKale� al1 c��d� �r�spcc#i�r�s �vikll l�ru �"u�c L�sp�.c[jc��� De��ar�G��e�l ti� �ccorclat�ce witl} I�I�e �}��i�iG eec�LEiEe�r�ea�w�� an�l �EI�]ET711 GQ�7}' £1� ll�}{��1tC#� s�iYc[l���c lo lhe E��i����:r weekCy_ $i�il��in�, pl�uitbt���, u�ec�n�a� r�€�s� Il7CC�'Y8111CdI l��iiEc3it�g pc��,its :�r�: fss�tc,� �ui�l�u��l cl��•�c. �fater :�r�d sc�vc�� acccss C��s �vil! b� paid l�}� tlx� V�ater L]e��rrti�iczit. At�y ot�le�- penz�il fe�s �r� klti� r�spo��sza3ili�y of tl}c ��i�! et�c�o�,�� ��i_ �i1'�11�_i�lC1L�}�S, W�Li�I�,ilN�S ��V�� 1�L�1[livl�?1�1: l�i .�'a�a�r{-�4�1� (=:(i-G,�, r�pi,�ce tlti� 3vi>�'d "Nr�ylG�llti�l��� wE�er�.�cr ir� �ppears wi�l� �I�e w�r�l "'fla�m�n", Til Eai� �r:�� �3ara�raE}1�, I�ytes �ve �5� :�nd six ��), re�lace "�21�GC 8�I S1,�C�1 ���le� �71"�C8ut1<)I��II� xT1��kSllf�S`� wi�h "takc ��� 1'C�1S[}llrii}�C 17C:�:�54it[�' fk��,�SL��iSF�. �7. �{)��I'k'�tr1�C'i'�ft`S E�J:S.i'(]��1133.f�F['Y f�(1i.� I.)�1,1�A��x�, C'�,�Ll.f�.�: i�e���c �ntir� I'f�i•a�ra��fti ��i-fi.l �, arrck i-�E��€�c� wiGh kh� �`c��l��wwn�: "�G��6. 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Th� ��aeci Ii�aS�i�r�s .�tyd ilrtEv��i���;� sli�ll be consi�l�zc:�d cnoger�tivc; ll�creF�s3-e, wark or r����ci�i�l �aIlc:cl fur by nr�� ancl nnl s��owti c�r uxer�t�ofaecl in l��e; t�l.lz�� 5�1:��I �l�: �#�Cs�ri��]lisk�e€� �,t� ��R11��ti�:C� ii1 �K I�.�itlYi�l »i�r�ner �� t�7��.��1� r�[��tir�cl ���r rt� E. �'Ite c�rd�r c�r �rec�;cGcnr:� i� casc o€' c�,nfli.cts oa- dis�rcpatrci�;s h�tu�e��, v�����,�s purts of tf�� Co��lrac� Do��nt��nt� ���I�jcc.� �o tljc rulittig c�f lE�c Fngii��ei• slx�rll ge�Ycrall�, ��axt ��ot s�r:c���,,��iiy, �'c�1�c�}� �l�e ����cie}in�s lisler� bclow: i , P�{x��� �. Cn�l�r��t i)a�:���r�c�3l.� �, [iener�f I.�'.i��Er�c� X�o�Kt�r�c��is inict ���:cifi��tioi�s ']'l» fcsl�«wit�� S���ci�'�I ���s��cl�[i�i�� sla;til I.��. {M���.�li4.�K���u lo ll�is �a�-n.jec� ��irl sE��GlI gc��ern ov�r any ro�ii��i�t� with �h�: C��4�i��'t'�1 {sc�a�lr��i I-)c�cur��eat�s ����c�e�� lltc: �>r�,visic�it� �lateri abc�ve. 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�.�! ive�y ol' �St>r! ���lc i��ij�ls_ �, 'fi�e ccsntraMc�cxr sC�t-�11 ��rovi{ie r�,vcra�e, I}�seci c��� ��rol�cr ft�}�t�rlis��; u1`c;l��si�ic�ti�i� ccxcl�� ancl �s�y�-cs�l �ar�tic��t���� ;lnci f��in� vl"ar�y c�v�rt�}�� t��ri:�.ii�cj�l�, ��ssc�� ir�c:ets il�� sl:�l��[ot'y rc�cE�iie�.Enc:�rls c+f T�x�� L��or C:odc, Sccti�t� ��l.C�l I��4� €'o�• ��II err��lv���� ���I.lic Cl7T1IC'i���13]' �1Tia�+l��tl� 561�1��� UI' Et��; prc��ecl, t�r lk�e cl�r�l4c�at �sf ilxe pr��je�;E, 3. �'���; C'����lrr�c:#n��;r���sl 4kt�ovi�e a�e��lific�te vfc�u�rage lu �lYe ���v�r��ne�ial c:��lify ��rictr tc� la�in�; :���r��-�f�c� #.he �:�lxlract. 4, l�'the covc�-��;c ��1�c>d sllc�wr� u�1 tl��: �or�lractoc's cikrrczif �erti��atc af. cov�ragc c�}ds cl�i��ing �li� dKar.fl�{�r� o�'�i�u j����j�c��, IEr� c;on�ra��r�r iz�i,«t, p����r io �h� �nd c�f ik�c: c�vera�e ���:ri�ci, lil� � ircw cej�tificate of c�ve��g� �vit#� �hc �:ity �howi ��,� l���t covcra�� ��a� he�n ex te�ule�i. . 5, `["ixc cc���tra���c�f sl�r.�lk «l�tait� �r�rn c�c:l� pc�rsr,�� �i•u��c�it�g �ervic�� c�n a projcc.l, {�r�ci �r+�vi€�c �o t}�c C:ity; f�or� W,�r�li W,r�er l��rrcFrRr�ir.rit D— 5 �pecial L`orar.iilturGs �:t) �r cci� ific�[� of covc�rage, �riar lcr llia� ��v��otr I��:gi«ir�r�� w�j�k oii �I�c projcct, �o t�3� �+_rvenuii�:���l��l �i1�ilY ����II ly�kvc ��n rile cc:rti�c�ic:� o�`covet'�'��e s1�o�ir�� covc����� fo�- al I���rsys�s I�rcrvi<�ir��; scn+wccs c�n tl�u ��i-c�Fec�; anc� �E?� F10 IB��f i�l'r.11l SS:VI;iI �1Ky� �l�cr recci�rt b}� i��e ��Ittracto�-, a rycw cer�i i"icr�t� nf cirvc��r��;i.S 5�7c���'kli� CRICTiSI[]i] ��Cc]Yl;�'�l�e� it' f}ry ccsver���;s� ��c�nc{ s��<rw�� oj� llxe cx�rrent �:c��ific-��lc: ol'cvv�:r:��e ��+�s dt�n��� 1���: cluratio�, at' �hc gru�cc�, �5, i'��c c��r�a.rac�c��-s��t�il 1-��3iii al! rec�uii•e�l ccr�ifi�ates oi'covera�;e Corthec�l�r�lioi� n�`t��� ��i�3�cl �jl�l l�ar at�c year ti�c��cs�t�eF. 7_ Z'1tt ��knts•{xc�.cxr slYal� nc�tiE'�y �I�e �:�1}+ ir} �vriiing by cc��i�ecl i��,�il nr �cr�n��3� dclivcry, w�t�tEn f��� ( I(}) c��ys ai��i' L�fc c<x�kr��InC kjre��+ or sl�oe�ld �avc lcz�t�v�rt}, nf a��y cha��ge il�ai �»aEe�ia 11y �f�ccEs t�e l�rovts�on �l`�overa�e o F at�� ��rst�i� ��nvidii�g serviccs ax� �E�e �ro�c:u�, S, �'j1E i�C1llif�C�t�i' ��l:l�L �1ptil [)i� till=�ti }7C1]JECt .''s��C €i fl�ii[',C, ir� ll��} t�xt, fvrm ai�� �ti�tutier �}rescril}er� L�y thc �'cxas ��c�rker's �;c�t��t3�nsalioxx C'c����i��is�ioiti. �nI��7�Yii��� al� pers«n� ��r��vie�it�� �c�vic��s s}i� tl�c ��ojec� tt�at �hcy are rec�u�r�ci tu be cc�v�:ruc�, an�i sla�it�g ��c�w ��x perss�ri rt7ny vc;ii 1 j� covc�'��c ani! r€'��c�r[ l�c�C oi`cu�+eru��, 9, "i�'h�: �;c�ntr.-�cic�r slt��l c;€�t}I�-�c����rlly r�cEuir�e e�c�1� perscsrr w�.tin �ftioin i� c��i�rac�� to prc]vidc servi�.cs cx�i � �>�'ajt�c� to: �;�� �Sr�lViiEC �;nvcrrt�c, l3asur3 n�ti �,rc���e� re��cxr4i�� c��� �Is� �l��ssific:��iurE c�td�.s {���c� ��ayYu�� ��i�u,ti��is a�ticj li�ir�g {��':���.Y �;c3vcra�a�:���ccmc���s, va��icLt tuect� It�e st��E�G�vey� rr:[klllf�mu3i[S O��I �xas I�ho� �.c�cl�, ��:Gifcsn 4�1 .C}L �(4�� I'oT' �11 �� ii� Gitl�}IO]���� �xi-avi�li��� s�rvtcis aii tllu �ra�es�t, f�r lhe duratic>�� nF IE�� prc�j�ct; {h� �xrnv��i� �o iha cr��rlrac�+�r, �>rivr i.� tl��tl ��rsnn h��������ia� �vt��'�C €�n tlY�; ��c���c;i, a �ertifX�;���: nf c�vc�r�r�c *Iti��wi n� �h:�t covcr�g� is bcin�, �rovic��d f�kr t�il �m�lca�ee� c��`�l�c pc��snn ��roviili��� servwce�s r�n thc p�o��t, ior ihe �it�r�lr�r� oj-ll�e �Sr��cr,l; �c;} }�r�vRci�. ����� c�>�,t�a����-, �rfo�- kc� lt�r: c[7c{ of IF�� cover��� ��ri�d, a n��w C#:[ttF�lG�le [3� �O�'E;l`:��;C ���i[11Niiti� ex��1153[3i7 C1�GO�CI'�i�,�, if ti1� cove��ti��: ��e�incl s��ov��� c�n �1�� r�trrcni �crtiL�cal� cxfc�vea'a�e ea,�ls c��,ti��1� ltt�. cl.��sa��c��y o��lrc ��roj e��l; ��i} �rF,ifri�� Frc}�r� ��c,l� ult��e �xc:rs��� wi��r ��1�<�3�� it �vnf�'�cts, �n�i �Srov�cle lo ll�e cc�nl r�tc lu �-_ (1) � ccrti���ate c��` cov�rag�, ��rior tv �13c ailie� per�r�n I��.�i�u��3n� v�r�s�lc nn �I�c 4���t�j�;�:l; �3r�{I lar,rt 4Ynr�h Wwterl]��s�rlrr�eri� Ca-6 S�)S:C�IfI C�017�1[Fni1S �?} a ix�w c�eli �cate �,f cc�vcr��*� s��owiz�� ex�.caxsi«�t of cov�rag�, prior �o t��� �,rr�i cal-ilYc cove�-a�c �aeric+�I, i!- [�j� ccr��;rt��;c: �xc:rio<i �ly��w�� c�r� tl�� c��rrcr�� ret-tiFicnte o�`ci�v�rapc �iicls d�iri�7� IE�c d�,�ra�is�T� o�'t�re ��ro}cc.�; (�� �'�:�t�i� it�l fe=�[Fi�tc%c� c���] ticat�S UFCc?vcra�;�: [a�i FTf� �'o� �f1e ��ira#a�n oFti�e p��ujoci a���d I�ar critic }+c:�r il�crct�f�cr. (f� nn��I�}r t�l� C'IL� in �vi�[ill� !)y c�.�-tl�ieil n�ail nr ��rsr�l��I �Lel�v�fy, �vil�riu lus� {1 Q� d�ys :�f��� iii� �S��st�n kl��vu t�r sllould IY:�vu ktrrr����, nf ar��f c�ari�;� Ihat �1:�#e�'f3�ly ���l��cls ���c provision a�f�CU�Cr�k��: Ot �i�l,� �}�l'SOf� �71'OVl�lil� S�i'V1CC:5 �3Ti #Ile �arO�eGl; �llt.� ��) co�ilr�t�:Ettally r����i�e �acl� ���i�ot� wi#�ti wl�cai�i i! c:oiitracf�, to �cri'c�rr� a� ��qk�iee�fi by ��ara��-7i�hs �:�) -��;}, ��ikl� #I�e c:e�•ti�c�tes of c�vera�e to bc ps�ovi�l��l te, [l�c� �>er��r� fc�r wlyam E���:�r �ec p�oviclir��; �c��tc��s_ �LO. 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Yt� c�st:� G� I� l7�C�,:;SSili'� �L1 C�L7e�i1�{: OF I�tiOV� �IX� �11�i]�S�Tt� U��lll� C1VkfI1C#' O� t'� �}lJ��l[; 11�l�ItY, such prc�E�cs�ty sl�at! not I�c ��Y�veri ar in#�rFer�ci v�rit�� ur�lii c}rr.it.r�,r� I� ri� sc� by �3�e �n�i��eer, -L'ik� ri�,l�t is �c:��rvuci l�} I��c �w�sc�� of��«���i� ul�liiies lc� c��i�r upon iltc� lirnil� ai �h� ��rc��e�:� for �I�c J��atpc��u c�l` iT�:��kci3i� s� ��h elt���tge� c�r re���it;�, at' � k��:ir pr�npe��iy �k��� tr�a� h� mrtsIe tr�;c�;ss��ry ��y ��cR�ft�nx�a�lce �f �h�s cc���tra��. I]-14 �:�[xEs�r:�t���•1� i'��cavalt�►jys: L7 �t�itlilior� [v i�ose �f�a� �s n�a� be cit��i�;�tat�;d o�y i�c ��a-�wi�t�s. it sF�ail h� t��c Cc���l���s�.ic�r"s res��cxn��l�ilit� Cc� �xc;av�tc �r�cM 1���:�t� �xs��i���; tilili�i�s v���i�l� t�Y�� �fT-�cl c�a�sl��tr�#iai} ���' �IYc vcfKryl�r ar�dlc�r sewef f.a�-ili��c�_ �L�l �xpin�°t7�,�ry exc��valivns �hail �>����r �'�t�� e�tn�i�1� ir� ��Ivini�� l�> ��:n�i�it �iYy �i�;ccss�ry rcl[�c��riia�� !c� ��� iiry€�� u+itl� ini��ij�iuiil ���ay. ��l cc�s�s in����Te�i k�y tl�c C;�r�Ir�cEar ir� ma�Ci.ng.cx�l����t�r� cxc:a�ralioi�s slr��11 ��� �oi�sirl�:t�ed ko M�� i��clricied ki� lhe imil ��ric� I�ir] �'c�� c;c�r�slrk�c:liitg oi`wa�e�ls�v��e� ]i��e nr th� �ss�ciatec� �krEictnres. . I)-�5 'I'��� ����les: � cn��y nl`�kx� geot�;cl��icf�l inve,��ig�Linn rc�3t+rt p�`ep��'cci fs�r il�e i�t���r�eer has �e��i �i�cluctecl .y� ��� �1��p�nclix_ "!'ll�s r��t�r� is i�Yci�ir�c`[� t�P #�ZC GC�llve�leiic� UFthC C1�rYEt'�Ctor ��cl �nfi,n,aaiirs���i �L�r�c�s�s c�nl}�. �tt}� d�t� w�iici� I��� I,�cn ��r ���a� be t�rc�videcl �ir su���t�rFacc co���li�inns i� ��c�l ����crr�e� as �k repres�nl.a[icsn nr wu�ra3��y� ol� accitr��� �r cc�t�iit�uiiy l��l���t�rt ���il s[rzt�;�. fC is ex�rt�essi}+ �tG�c��r����t}�l �h:�� n�.iiE��r flti� Ov�rner rr�r Iht� C�Ygir��cr �vi11 1�� respot�si�Ic i��f� inte��re��li�ns rrr ccr���Ius�ous dr��viY tlicre-fi-arn F�y tlie C"onlr;��;lo��, Arty �MrE�tie� s�al�surF�xc:e ex�,f��f��i�xn tu ��ce��tain t�ic na�,��re of �lae s�i�s, kf1G`L1iI1[l� I.I7C �3i11011C1� t7FF!}C�{, i f�n�, �����c�ti��l� wlti��� tfY� pi��clirt� ar�cl li� �ta�i�n tr�st�lf:��ir�n is �s� I�e r���de is tl}� ��'s��cxt�sik�i�EtyoC��t}'���cl roil ��e�spcclit��:l�i�lt��rs, i���d tu�� bi�dcr c�t� ����s �,ru��ct s��all submit I�is L�icl �ai�d�r t��t c�n�ti�i���, 1Nh�tfrcr prosp�ctivc i�i{�ctc:��s ��c��ii�rt�� t� sK�bsKds��c',r.. �,x��lorat��F� ,�c�intl� car incic�a�ii�lci�ll�+, �rixs�l ��f�e��ier llr�y i��a�C� su�l� fi�.te�n.ii.���ions by ihc ��se �#'te�t hc�l�s ckr +�ther mearis, SL7�i�� i7e I��X t[] t�le CEItiCC�EIO�I f on Worih Wsit�r I)epartrnenk C7 I! i�re�:�a�� �:����di�ian5 � U��51ic�1 �r��Ea�CIiY�: �73��c�efs_ �I'I7� �i?st Ot�Fs�c� rr:sl�r�Vsil, if r�q�iircc�, �i�;��l 1�c incit�t�i�tt�i lo tl�c ins�alt�ti.iu�ti r�f �l�e !il`t sl���o�� we[wc��l a���i Clte ��z�l�llaliKx�} �+[� L���rict� pij��.- �)-� (i 4:ii�1_y__.M�esiri�t�oa�s — �'4for�€ �le�r�' flk�ls Vu1l:E�c l,iyics 'i'h� �'�sljc��vti��; p�`r��;�dures will E�� f"ollowe�l �eg�lr+�it��; llt� su1����:t tt��xx �sr� lh.is �onlr�cl; i. W�icR� n�:�ts�sai•y to kvo�k ���il��i�� six �'�e� ol'�}i��� v�sll�g� c�c�lric N�tc�, n{�li �c�ttior� s���ll he �iver� �h� po�ver ca��ti���y {i�s��ur� uvi��� wiil er�:�l ���,���c�rary i��echan��;�l 1�:��ricr�;, �ie-��re�giae I��: It�tes, c�r ��t��: ot In�ver ��i� lr�Ycs. `�'hc w�ark �o�t I�y� t�ie el�:c�rfc coa��,�uzy s1i�r11 r�c�t b�; ;�� l�lc r:xp��se iFf tl�e (�i�� af I�or� �'�oi iSi, 7'h� �o171�acl��r sl��� ��laint�i�� :xr� �ticcuratc: !og s7{ �1� I��1C�i �#1Ti5 �O C�L�(:�i-, �11d sl�al I��:corcl acti�ri t��C��i in e�c1Y ca��. '?_ '.l-I�e Cnnlr��tor is re�puil�il>�e for i�t:}1ci13� �rr:����ein�.zr#s wi�� ()n�o�' f�r t�Y� f�1{}[;:1�1411 ���5i1S�ijY�; 111�'�1 V111�,3�,T� I�I1f:S a7� ��i� C:a�r�rac�nr's sc��c ex�en�e, D-17 l��:rtcr Tor �'��«�tructiou 1�T{�tcr ��r cc���s�ructi.��� xhali ��c fi�rnish�tl I�y �1��: C'ity f�l l�r� ex�e��� to ilY� Cr3niraclor. �an���scic�ts����l k>e ��c:c���ited !c� s�cur� ���c us�: o�'a �3�e it�+d��ant n3c�er, �ft��� cx�s�iirg 1.. �atar scivi�e is nc}t ari�r�u�te. i]-.�S [�;�n�ec#te��� nC H:xis�iix� I���si�ts; �'I��. �'[�nf��ct�r sf�t�l� d�ict�iiit�� llYc ext«i Zos:.�iioii, �.���rali�n, cui�ii��r.x�iosi ai�;� �ngu�{�tiori nf exislir��; u+ater or �:���i�a��y s�u����- li�7es pfi�r to rt�an��f.�ct��rarM� n�'�l�c� co��ne�ti�s�, �xiocc, An}r cii�li;r,�i�c�� i� Icsca�u�i�s, �feva�iur�, rt»�il�ur;�si��r� t�t�� nr �E��ult�xlio� ��� s��:istin� lin.�� l��1�4��,��ry t��e co��tt�t;� �lt'�w��}� und �v��,al rri�.y %e enc�a����terec! i�t �1�� �r�IcE t�+��'�C s��f��l h� G�CkSId�L�[� a5 il��;�{�Cti�[il iq oc�tls�a�lclioiY. V�1licre iE is r�q�i��c�3 �o �1��r� down cx.��ii�g tnair�s in �krdeF tcs n�aic� p.ro��c�s�d connee�io��s, sncl} c���vr� tit��e slxc�l� h� cc���rdinaiail v�i��i �h� �'r.�t�iric�t', ��nd �II eE'fofls s1��ll l�� t����lc i�� kcep #��i� [iis�uf� lim� to � n�inirr�tm��. It�c��c n� s�Yufli��rg ��wn i�n existin�, mair�, th� ���ir;��:knr sltia�l t�ik���'y i1�r. �or�i�y I���kley, VVater L)c:r>a�lni�i�t Pc��lu�io�t Cv�rlrol, 1'�7n�rye 817-����-S��#�4, :�i le�ist �kS��l�c�urs ��r�or to the r���uire�� shui �iovvr7 tirne_ Tl��e C'�r�tx:��:�ot's �t���tr�c�f� a� clirc:c�ecl �c� i'ur���ra�}13 C'S-5_1 S 31r''�f'L:f���E7�P7'i()s�l� �:}�� SF�RV[C;F, Fxag� C�5-5{5}. �'1�I]�T C- C���'�.�1L CO?x]T)Ci'i���C�S �}F 'f'T�TE 1N11'1"�li I)EP�11�'1'�rf���T [; ��1-Fi��iL C�3�f'�2.A���' �](�C.lJh�f�;NT� A.I�l1] [ �E3�iG€�11L ��'��.�iFj('�i"L'[�hl�_. Tt}� Co���rac�vr �i�:�l i��uti�'y 1�� cusiom�r k���E1� �e�soi�ally �nci in r�vriti�7� r�s 4c� Eite Ic�c�iic���, #ki��e, a��i! scl��°�i��lc c��`#I�e s�rvic� i�ttc�ru�tEon_ '�`I�� cc��t c�f" rer��ovin� ar�}� exi�lir��; co��cr�:�e 1}luc�C�x� �lrztll i�� i��c�u�icc� ii� th� cos� oi- c�����c�Ci���. l_J�31��s lxii! se�a�a�cl� ��I �,OSC tIkCU]-f�#� SItt�1L 1.7e 1RC�lIC�C]C� IIl �Ilt �It1G�1' I��U� �3ricc �i�� f�r th� ���p��o��ri��tc� p��� ss�e. �'aa�f Wort�r W�s�er ��e��rnroirr�t D— I? Spce,iul {'u�,clitiur�s D�-��l '1'r�r�c�t l�;�c�f�vt�tiu�r,l3�c.kti�l, �n�l C[rn��s:�cCi�,� Trcr�cl� �xc;Kv��Mnry� ����1 l�aciclilI ��it�lee �r�rl<�ii� �+�#s, �lriv�:wr�y�, g��ve,� surFac� r��ils, wi�f�i�� �:�7sei�ier�l�, ��t�l �vi#,�rt�� cxt��it��; or �`i���.�r�: ri�;i�! c�fwa}� *IzalI 1�� �r, :�c�orJa�ry�e �vitl� ��c�`tr�n I� 1-2 I3��iclill ��rd 1��-2 E�ccav��jvn r�ncl B�ci�filE vf thu C�r�:��eral C:on�r.�cl �p�cifica#t�r��� excc:�.�l s�,� s�cci�ed l�er��r�: !�. T�I�.A1C�� �?�['��ATC(��l- Tn ac�c�rd�r�ce arii�� 5�c�inr� ks�-� Exca�ati��� ����1 13ack �'ii�, i f thc �tuti:� i�iaxin�um f.r�t��Yr wici�hs are �xceecl�c�, ui��3cr �i�rt�u�h xcc�cl�n� x�r c�l.IZCi�r.'�s�, ilYe �~Ola�l-act[�r W111 b� I��c,jt��rc�l l�0 S�t�>47nrt iliC p��fC WJf�I aai a��3�u�VC[I tl�il�il [�c�t�u�rr, "I't}c �x��e.�,sc �f st�clx re�x�e�i�at r�re�s�ires �kt{�IC bc e��li�-�iy E��� �`orY�ractnr's o��ri�, AE1 lr�ixclsin� c�}��rxtio:�s s��:►Il E�� can�iE�eei �� ll�c wiil�I� c��'pen�ta�Yc�Yt �-igl�ts of wa�, �tie��ane��l �asc�rier�ts, i�IIC� tlll]{ ft;i[1�]OF�1-jl Cl)li�ll'�I���l7Fl L2SE]IlCI1�S. AiI B7f.C��+allck1�15 �it:.S1I l�� ii� sl�7ct �:���7���lian�c witiY C]�Y-111 re�t�uciriejit�_ , r3. TF�Ei�C'H ��1C;I��'f[,i,: T��ei��clies �vhi��t �ic ax�����fe of c�iski�ig vr fi�tk�re pa����n�:��� ���:�1! I�c t��cl;�iil�cl �i�c�v� lEse toj� ��' ��1� cflY��c��lrt�eni �;�ai�ri�Ml w��l� t��c� °°C„ l�acktil[ �nateria�. 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'i`fc�cl���s �vt�ich lie 4at��l�r c;xisEin� t�r li�i�tee 4tiavtrn�:iU sl�w�+l! h� l��t���ftLli�cl ��ercietz�t�s to 100°�, �C{��f���,�u'tl Pres�inf [)er�.;�t� Exy jeLii��, �r��tc,lY��7ic�l tzlrnpi�tg, n�':� cn��7i�inatic�r� crf' ITiCl�l0��8, liar.�C�ll m�lt-I'Ii�I !O I}� 131ec1�8ri![;a��y k�i���c{l a��s��t }�e wil��i�� f- �k°f� ir! i�� furr Wurk�4l�n�c� i�r�aaiti3ier�t I)— I'� �pci�ial �'nndiRinaG� � uJ�tii��itiit� nxni�t��r� ccx��t���t, 'i'�e l<,�� t�r,�cx (2} fee.� c�f i��c�i€,1�es i���a}r I��; ro�leci i� wi�lY ��c:av� e:cl��a�i��e��[, ����c}��idc�l i[ is �xla�ccl iiz lifls ���S��i���n,�ic �u �1�� n���c��;a� be�n� t�sc�l ��nc1 ll�e �l��.ra�ion �o�� br. �,erf�r�rt�d �v�l��n��l ��+ir�a�e �c� ���c i���tallcil �����e. '�t� �:nntra�tc�r sht��l �btain ��te scrvices u�' an iiti{l�:�xc��dertl lcstin� 1a�1�ar�tc�ry tn �cr��i�r� 'l�encli cc�i�i}1�l�:iio11 t�.sl� E�+:,C 11�'1'M. st��ut�a��� c�ii #re��cl� �»c�C�i11. �ni� c��a��silic� s���ll i�i �c:rfirr�u�;� :�4 twn �"�� fc�c,! ve���cal trkt���ra�� bc�gittij�in� a� a l��el t�vo {�) ����: a%c�va tlYc top oF#!t� i���t�lle�1 �ri���*. a�'tc� cnnli�rKYin� t� t3�c tc�p oFlly� ct�t�r���ete�l ha�;�Crl� ;�l r€�Fervals al�t�g tl�c ir��ciy nc�t lc� cxcee�l I I�{� lii�c�r fee�. Tl�c �'����raclor ����ll L�� r�.sponsil�lc lur pa-nvicii�j� acc�ss �nc! ��c.ncl� s��ety �yslem ��s �F�c lcvel nf lre�rc:h I�ackFill lo I�c te�i�r� �� exl.r� cc�st����nsa�ioa� ,�i111��: aEl����rc�i i�c,r ex�asi��g 1��� i�acic�iil I�y�r to be t�sEcd �r p��ovic�i��� t���rsclt sryict� �ysz�:�n l'a� le��s. i��211 ��nit�rY *�a;v�r M:�n�xoles '�'h� in��allati�n, rep�ace.��til, �r�c�lor t��linl�ili���iar� otsa�,�tt�ry s�u�re3` r�a�yl��les wi11 he rec�Kiirci! �s sF���vm cri�j 11�� �31a�}�, u��dlor clescribccl in tlt��s� C;ani�-�c� Doc��rr�e��s, rll l ��raax�nl�* s�q�ll bc i�� t��cor�la�rcc ��ritll ��cCioM� F�-1� 1�atcrift�s rui• �anilary S�:wcr k�31i��c,l�s,1��l�v� �aults, L�c_, anii L3���1� Vrlk1�� c�IlC� �f�.c�illliJ�l', C'�s�ssl����:ii�arY r.�fll�� C�ene3`a1 (�.ontr��c1 ����:c��ic��li�a��s, ��icl T��r 41�� sEar�d{ll�{I {��183�5 l;tl1l�:��l�e.i� �V1Ctlill �Ii� ])��il1s, ��,l�:ss amen{lc�l �r su�xet'w�clecl I�y icq+Fii-cm�.��ts o�`fl.��s �pc:�:i [�icliior�. A, �'{�?�{;1�"�'�{. (_:C]I,f..l�Ti��� C:us�cr�l� c�xllars will lti� ��yuircd as ���f �3gu�-c !�1 anc� CO1l3til3CtlOII [�1-��1�n�; [��ti�l��, �i_ i�l�1T�l�"i']�I�'x' �vi�l1�E!(���l: ii�1����'1'S; 1�Vai��rli�l3l �ir.�1Li;��:�� �x�anhc�l� ilrs�rts ��351 L��, i��s���llc�il iR� �:�iz[l�tr�+ �G�v�� nj�liYli�)��:5- I i��i;rt8 511#lEi l�e cCs�YSlT�41�'.l�ci �» accr�r;���r�ce �vit�r I�na� �nr�h 1�Val�r D�:�rs�r�rn����. �t�rxsi:�r�t F 1{�U=4 an�t �l�a�l l�e fitic:i� t�nd i���tall��] �ccot�ciing k�� �iuuruf,��ftat'cr's re�.onlrr�eu�aEion�_ �or rtt.�n.hc}Ecs ���cllec� c�n �n�ins ��rea��r ��i�� ��3„ c������c��r, ���;�rthc,le �n��:rE� sl�a ki �e stainless stee�� ar�d lc�ck�ble. �. I�IF4�- F�C�T ES: AI� l��l hc���ss sh�til� b� ��14��t���i witlj a pre-��st co���rete ��lu�. �lYe fifi ��cxle sl,a�] l�c s�al�il �x� t�� ot�tside of:'the �r��n��nle wit�ti �am-i��:�C or �ii a�l�ruvec� ��1s:�� ��:31�n�. Tl�c lif� �rc�fes ���ail l�e s�a�ed cfil the in���lc aI-i�ie �r���t�rolc with €{uick scl�in� t`,CLI3L'1ll �;�011l. D_ 1'�L�l�li. I�I.� EL,L;I�l�'I'�i��f4; [�����IZn�c rin�s in ��r�ets, s�ll�ys, �a�kii�� la��, �r ��d�.w�llcs ���i�li b�: s�t �wl an elev��li��r ��«t snc�re �I��kn ��" or �ess ti,��� ���" abavc t�,� 9L�lTc���ilclliti�; �;t'aCI�. IY�.�1��c�I�S !2l O�en fc�ds, �nti�����.�rovec! Ir�nei, o�� +�rainage cc�k�rs�:s s�rall be �el 4" al�a�c s��n�c�tl��cli�Yg gk-�lci��- �: fvI�,EV�F�[��.L Ct)�.L;i��- �11 �icl� si�atllYa�ru pick srots in li�u o�1�ick ��o����. �v1a���rn�c t�-arncs �E�d co��r��s sllall bc: I��cl�i��ie.}r, Ty��e ,�1, vVilir i�7Kl��3i�c1 C���� cle�i�n, or c-r������, kvillY �at,rk lYnr�h W.���r f�e�a��tnucn� �'f ld 5��:cial C'nr�dilEons ��ic;lc slt�is. �=�vcrs s����ll !xe s�l fl��s�� ��Gt�� i11� �itu of CI��: li�t7i4 ar�cl sliall I�k,�uc n� I:�rgcr th�n ��I�" +�,a� ��ctw�en E�c f�aR�� ���cl c:o�e�, L3et�rir}� surittc��� xlia�� I�e rn�i����ir�e fi���sh�d, �. �'C}�i-I-i�1C��; �;x��rio� �a.�rls�ce� �fill� fT��1F�i143�C5 S�2'r.11� �.1� G�ii��l� WI�II 1W(} ]11�4}9 U�`c.c>a� 1t�r ���ox}+ C�air�t, �Cn�per� "��i�tnn�s�ic Su���;� 5ctvice ���acic", "1'r��inec "�6-�5{1 f�leavy '1'n�.�rnecr-�I" cxr ec�u:�� t[� � Fniri�mll�ri Ol� �4 Li11�5 CIi�+ IIIIIi ilticl{�1��5 (D�T'}. ��, .E��lT �LALA�17': �I� �iri��.or a�r �tcleric�rjc��uts oi� co���crete ����:�liol� s�cliaiss, �iYcltG�lii3� �rac�e �i�x�;s, 511�7�I T�(.�LI3fC: I}1t11111�19�1� JO]Ilt SCk7��11�, 5����8T1� ��7,�1I �7� �31-�FC1TTllt�C� �r�ci kf�3wil�l�lc hiiuiii:�s���: irs r��ar���1{t�t4�.red liy ��Ce��l-Se�l, R�in-�lt�k, F{� �tic�C, t�r ex���al. Tt�e�ot��t sct�lcr ���all L�c st��plie�! i�t cith�r ex�ru�i�.cl r�}�rerforrn ot�suila��lc cross s�ctic>rt�l �t�ea or i�l�l t;{�e forni ;�R��i sl��ll ��e �G�e€� �.,s ru�urrrit�ci��fec� b� �he ��i��n���`�tct��a•er i���c� ��5�}rc��rec� I�� s�� F���inee�. Thc ,�oini s�nler slia�f� he prn#e�L�c� h� a su�taC�ie ren�o�ra�l� writ�����r �iicl t;li:�ll �tc�# ill �ny vw�M}� c�e,�e��i �r� �xic�at ioi�, cv���s�rt}ii��t, crr a��}� uEtrer clz���2cal aciio�Y �:ur e��t}�r its adl�esiv� px��e�l.ies or coi��.stvc �irc��g�l�. '�'f�e �oiili ����1er s�r��l rc�t�ai� l<}�sl�y flcxib�c will�csul sl�rinkitr�,l��rr�I��iii�g, or oxi�ii�iil� r��rclless nC#I�c� �x:��glh c�i`iiiiie i� is �;x}����:d lc� ti�c cle���c��l�, H. 1'�LY i��l.'.�IT= �`OF til1S �}iCl�K:4'I, �t��tit�ry ge�ver m:t��hc�l�� sl��kl �,�: p�ici l�er �x}r�nl Mc�i€: ii�s�€�Ilccl, �o �t�r.IK�c�� �ltc wor� i� e�ccavale �r�ci pl�tcc rci���fa�ccd �oiticrc:#e ��7a��ial�:, i,ncl�aclir�� c��� irt}n fez�me ar�cl cov�r, cx�ct�Eor c;oa! R�r €�l�c,xy cna�i�3�;, �E�i��l�ss s�ee! �n�Et�kYc�iu i��s�rt, ��E�I �•�i�ifor��d co�icrel�� �ollar, k;�ctr� c�c��[13 �t3ar��c���:s wi.lE rc:c;s��vc ���r is��l�ii�io«;�I cnrM�per����io��, D�21 1��cu ��n '�'es�i�4� ui' M:��jliol�F� !1, C,�I�T��AL: This i��tri sl��ill ��rvcrn ilx� v����l��S l���in�; cx�'all �3c.wl�+ c�ns�r�c���] s�arti�iary �ewer tn{Mr�l��les. 13, TI:�T Pj�(.)f���][.TkE: iv0.�t�Eresl�� sL��tll ��c; t�.s��c! �vil�� rtl� cc�»necti���s an �tla�:e. �..ii�i I��xlcs sh��lj b� �ltrggcrl, t�xrYd i1�I �i'o� �:v�ulerf.iv�is and ��S s�tilin� Coi7t�[�CtiU1l5 SEI�II I]�: ins��,l��{� �3��ior Ic� te�t�rt�. ��Jl�: S�N1t�r 11t�c:S en�Lr�t�4 tlte ��3�rEiic�lc: s�j��� !�e �}I���g�cj �r�cl I�rr�cecl �o �r�v�n! tht� ������.� �C�CTl L1C11tF� C�FeLi�4��� iiitc� tltc ���xi�i�otc. "1�I1� �1Ilx�T,S 5�1r1�I 17C k115�c1lii;i..� ]fl �jkG IlRE:S �]C'�fS]it{I tfl� r�ro�•cot��ec�ioY�.�, �;�:; s�;tilt�j�; c�ruiccti�ris, etc, Tlte [c;.�! hu��c� s�t�11 i�� �rf�t�cc] i��si�� Ilie Cra�xre at llic to}� ot ll�� �Yiai��liole t'7f1{I 11�1f�#�CF� lf1 �G�C}fL�}1L�Gl; Wl�E3 fi�1� STlc�l]llf��ct�ircr's recoiti�.i�����cI��G�n�, A vac��t���� �+ft�n ��lcl�c� nf n��e.rce�ry �1{1" ���� SI7�1�I �}C {II'�"IW11 3CiC� �ElC vacu�,m ��ui���} kvill b�c Sunlcc� c��'�'. V�iih thc �+a�v� close�, the level aFvafin��n� sl�a�� I��: �r.��i ti[lcr [��c rei�u�r�ci t��z���. 1'�tc �-e.yt�ir��;�l l��s� lir�ie sl�all h� �ict�iz�tiin�cl fr�R3z'1`�k�i�. sl�o�v�t 1.��:lnw in acco�dirnc� u+ith r1�T11�1 C'i7.�-0-�:�= i'4f1 W4FCI4 YN�iCI Ue�rari�c�i i�— 3 5 5�+�'ciai Gb�a�ii�ip�t4 � il�ient��itn�'r�mc I�i��retr�}d I+'ot• V�c������ I}rc�F� e�f �I" CY� (�[�" I�I� Ic� R" i���) I)����1r r�J'�'l1��' {�1j ��r4" efrr�rr�c���.f�• l�Iuulrafe 0 �u Ib' �S{) scca�tcl� � #i' � 4' - 2�} _ 24' 45 scc����tl� � �0 �e�on�is 55 s��ot���s � ��-5� sccon{f� LL d�" rlruu�c��cx�' rl��r�uh��e i �2 set,oxt�l� �� st�cu7tds fi5 seco��{a� 7� ��cn���is 7R se�:����cis C'. A�;�:�;P'1"A��'E: ifne mana�c�lc s]��C1 !x� c��3�i�ier�}d ��c�ptal�lc, ]�IIi� {IF�� 11l IcV�� t}f' vixc���m ts lcss ilYa�� one inch c��rn�f�c��ry �fie� �t3e re�utre<� t�;sl linxe, Any �t�a�fh�l� wEvcli f�als i�� l�:�ss t��e iniiial tesi r�it�s� E�� repaircc� with a�uii:tl�Ie n�atcFi�l �vt��clr corYi'ar�ns to lh�: GOjiSkI�1GlIOn m�[��'it'�1 O���e T�z�nji0��. �k'�l� SililJl�'1{}�� 5�18�I �3{: 3'�,�{:St�C� �7S C�P�S{:fi13�c� �bo�r� ��nli� i� ��:�s sKicce�sfully �}:�ssccl �he �c.;�_ Foll��vii�� �oni��le�i��� al'� s►scce.�sfiti tesl, ll�� ���r,��ole skxa�l E�� restorc� to its nom�ai coi�c�iti��n, itl I tu���porary �iu�s �l�atl be re���c��re:e�, at� [>3•�cc�, �:c�4�i��i�re�li, ar�d ��bris si�all l,e �e�n���+�:cl an�i cl����,seil o� iu a r��annci• s{7l�isfa�tnr� �a thc 1r.'��gine��_ i)_ I'1iYMr�T`: P�.��Z��-nl Fc�r v2�cx�uti7� it�s�Eryg ot� s�niiar}� scw�:r irr�niln�e�s, tc� i���1�i��c all E�y�s�.�� r�av�Y��i���„ ��f�.t��t�Y� of �wi�es, a��ci i��ci�iefi��al� ni:�:css�ry t{�� con�pl�tc it�c tcs�, ;t�a�i 1�e ccar�s��le�-e�! �n �a�. i��ci�cf�t;�l �n tl�c ��ric� o.f �1_nitc�l� tnsia�Ia�i��n. i}-22 13�[�ns� P�arnl�i�� `Ci�t�: C:c>ntra��ar s��,�ll hy�r.�ss w�S��4'.�<7le]' �� Cc:C��lEi����� l[� c:�}I1f��Cl� �Ele �4Ci1��C_ �'jl� �31117i�1 r�li[I I�y��;��c lia�e* �l�all l�e €�f a�ic����r��� sire� �ud ca�.��i�y tu Itt�n��le the ��lo��r witE�o�,�R sew.��;e hacE;u� ncc�irriug ics f�[;� Itiie� cc�ii�r.�:4�c! !c� Ih� sr:wc�'. C]�dcr iti� �ires���Zs�an�.�s will 1��� �,crt�l�:�clur E�c �rern�i��e�l lo �[iscl�jar�c sew�gc ijYto ll�c lrcanciYes. k'��xymenl f�� b�+��ass ����r���iiY� �h.�lE I��: i�ticicis�nl{3� t� If3� anstt�llaEi�x� c�f ��3c Doste� {�re��c I�ill �t�i�ii�ra, N���:3 �a�ve �il�►cl�i�� �1�1 l,M�r-iud vaiu�:; �hK�ll }i�svc co�lc:reiu b��rc�Ci��� f��r sti�34�urt, �la�vc� ��«�1 IYave �+�lye4l}}���ne w�-s����,irt� ��er Matcz��i �J,ecificali��r� �1� I_3 ancl C'��nstruc�ic�rt Spe�i�ic�iioiti �;;�-1 3 ii}slalJ�i1 ��rio� lo ccriscrelc l�ln�kii�j�, �cs scparale ��a}r��c��� urlll L�� rr�a��e li�r a��y af tl�e �,rnrlc in�ol�ccl �vit�. [i�i5 �lcFs� ajid ati r��is incu�red w�ll I��; cutrs#cle��cc! t4� he i��c�udccl ��k tl,�, h.�n,j� sti�r� ��t�c:e Fi�r hK�r�c:� va1v��. ��-?� Uci��cl��l,le ��ai��b��� T��rc 1�)ete�:lal��c �1E��ier�raK�tsc� ��lilily warjr�ti�; #a��cs vwE�ic�� �,�n Itie l��atccl fi•om th� �urface b}+ � �,tE�c: ��:lectur st�al I b�: ir�sl�l�c4! clit�ecl ly ��E�ovc �rui���m�la«�c �v�� �cr s�r sar�ii�ry sr.�v��• ��i pe_ T���� i��i��l�abl� l���e sl��ll ��:"�7etec.�'I':�pc" fC1r7111..�C�ClLIii:C� �l�r A�<<313 S�/StCITI� L1C., �sr ����iro��d ecliia�, an�i slisill c�7nsisl �,f �� ixtiitMi�x�us�� �izic'iu�ess of Cl_3� ����C� ��lic� tilu��ii�i�tj�ti ftrij encf�si:ii if� �� p��ote�.tiv� inerk ��1.�sl.ic.j.CS:ItiCI �IZ�� S5 IT11�}C�ViO1,IS XO aIt ��lCIWE� t��lt�s�is, k�ui� lik+unlr ��+ti��:a l}c�az�r�i�ic:�ri �� � i G S���cial {'rn7+li4i{��s L — �cz�is, c,1�c�niic�2� r�tige��ls, �rMc� �olvents fc�u�i��l 111 `u'Ol�. TLl� il]llitl?llllll {1V#1'�"�ll� Llll[;�CI'10�55 {l� t�i� t�k$3C SEIe�II IlC S.S IT7T.�5:Ji7[.L [�}� WiCIl.I1 ��1n�I tiC1� F}C I�SS 1E1�211 �". � Ei4, �����e �Iz:�ll i��: cainr cc�ile��l ��G�cl i�i��l�n[ccl �itl� I��e 1c�lIo���irtg nles�a,��: as iol�ows; V4�atcE� 5.1�`�ty [31�,� C1���r�ion� 13�r�ec� V�f �l�t Lir�c Belo� �c:�ver' ��I'ei�r C'iF�er� �;�irlion� l�t�ne.�i Sev��r Lit�c 13c1o� lns#alEattr�� ofd��ec��h�c: tap� s��a�l �e �,er ma.r}ul�aclurer.'� recc���ir��ncla��c���s�n�l sa��t� ��e as cIc��� {o l��e ��a�� �� ��raciical �'or upti��i�u�� pratec�i.arr a�.ci �I���c�abi�ity. r��tcsv�r � i����ii�tr kiit� oF I�" }.3etwee�� �1�� ta�>� st�d �xi��e, Yayn��n� Cur wnj�k s���;l� as 1���s��€!i I1, becldiiig, blai:ki���, �iet�cEir��lc t��}c, a��d t�ll otl�ex ��ti�r�rEe�ri�r�ccs �te���tir�rl s�ati �e �v�s�dered sul�sidi�r� lu tl�c cost o#���i��e ins�all�lic���. f�-�� 13�s�osal r�f ��}s�ii����'il� ]4i��er3al: Pric�r �t� 111�: dis��i�sii�g of a�ty s�ni Ilfi Il m��ie�-i�l, t��� con�ractnr s1��11 a�lvise tlte Direr.Ec�r nC t��c l:)c��aar�menl �f I�n�;t�eerir�g, ��tiy�g �s il�� �ily «E'ly`4�ri Wo���'� F�ood ��ait1 llciminist�-�ii�r ("llcii�ii��isl�;�io1•"}, n�ille ��c�tit��� t�i'��t �itC:S ��rI3��'e E��� c«nEr�cL[��I- 1nte�ti�i� [c� clis�aca�� t�fst��;�� 3�x��teri�l. �'.flnlrrjcicrr siitK�l ����� cl�����x�e c�Fsucl� irtale�ritil �iEil liie ��3•c���n�ecl �i�cs lZave l�t�n cIc,i�,r�YYitic�i ��y tl�k� helr��irrislr:�Cc�r lo ��Yect t��c ��ec�x�trc�Ylct�ts a�'tf�c �"Eckc�c� �l�it� C}r�int���c�: nf`Ilrc ��'xlye�FF�t�ri L'�uri�3 �()rcii�����cc �*l�n_ 11S 17�, A31 r�is����s�l �ite.s nti��s� I�� �pp�'vvecl �3y Llic ��in�iiustr��ar lo ����t3�-€: tl�a! �illiri}; �� rr�i o��llrrir�� avit���r� :� t�uc�el ��I���T� wi�huut i� ��er�t�il. A��i�oti ��lsi�i �r.n�nit c�ii bc issti�c� u�on a��E�a-��v:�E ��f it�;ccsst�ry ��i��ii�ecr�.�i� s���cla�s. �� fill ��.r�Y�it is Fcqt�ir�d if rlispo�{►l s��es ar� nc�t in a f�n�cl ��4,�Gati. !1}3��rc-rv�tl €�€'t�» c;c�ntr��;it�rs ��is��o:��l siie� �i�all bis c�i�l�:ti�vci �y t� I�lli:r signcd b� t��r: Admi���str�tar sf.r�kirig tll�t �E�e s��e is n�t it1 a k�3ow�� l��nc� �rl�in �r I�y a I�IoiFci I'a7ir� f��ll I'�r�nil ;��MiC�c��•r.ir��F Fll ���ikl�ir� i�z�: l�onc� ��i�i�i. Ar�y ���c���se� �ssc�cia�ecl will� n�3iain�n� Sh� liil ��:�i�il, i�tc�x�c�ing ����y i�ec�s�+��y e�,�;i����.rirt� st�rdic:;. slralE Ik�: t�l cc�i�l�i�ct�rs' �x�uij�e_ Itr ll�c cv�.rrt li�j�l 1i1� ccaiUfKrctur dis�aos�� o�` s��ott/�ill ���f���.n�l �f a �iEe wii��o��� �3 ��I �]C1�3�i��, t1[' :� feli�r �T���n tl�� �t�tiitulslrirlc�r :iE7�}�CiV1[i�; E�lf; lli4il{]4'rll SI�L:, t���on ��c}��fi���i{}�1 l>y �he I)js•ectur c�i`tE�c Dc:F�s�r��ti��r. of �,n��n�.�:tin�;, C:u���t�'�c:tisr sl��ll r�:r����ve �I,� sp��ij!€'ill mttts��ial al il� �x���ns� anc� c�t�E}c��c c�i'st��;�� �t���Ccri;�ks ai� a�c��rcl;�n�e wiC�� llYc f}rdit����ces {at` ltr�: ���y aEx�� �1��� s��fic�j��. D-�G Z'ei�r��rary �oil �rosi�a�, �ficlintc��i. :Y���l V1�rit�r �'olla�tio�� 1.°�revezrfion C,'��n����N R_ L]TSC1�.11''I-�f()�1: T�:�npurar�+ soi� �rosion, sc€�irr�ei��, alz�l ►V�ltCF �iCklltlliQi� COilll'Q� n��asu�`�s de�rr3c��� �y�;c�:s�a�y by #���: Ln�i��eeC fc�r �Iti� cjural�c��� ��f I��c cur�k�ac.l s�r€��l Irc �ja�cd l�y tl�c �;crt�lr�E�ta�-_ '.�'IYcsc: rneas��res s���ll a� n�� tiE��� bc uscd as a�k�Frs#iclkle f:or il�e ���:i���ti��ieni corGCi�ol ii�eas4�rc�� l�nless r.,ta�e�wFs� �lrrc�le� l�.y k�« F;�i�ir�eer, T��� te���nriEr� ��xeasures si�,al� incl��de �iilces, �Ea��, i���r�s, SC�IITICTI� �}BSZIZS, i�ibe� rn��s> a���c ne�tin�, tcin��«r�r�+ s�eii�t��, 4S3'f14V S]7[iI[;�I, r55Ekllill� I71lC�C�1, �I3siic �inc�'�, ru�l�l�; l�nc:rs, b:�l�:�l ��ay retar�s, slupc drErins, ��d ofErcr clevi��s. F�rt 1�rutll� Walri I]ep:ErU�irrwl r� — � �r SPc�:o�rl {:anrlilions �, � �, 4�_ C�}�I�"I'�l_lC;TL{}�1 ��1=.���Ii2Etv�rT�'T�: '�'li�. Ert�it�ecr k�as ll7c �r���hn�ity to d��iite �rc�cli!>fe �arll� ����I llre a��llronly tv 1�n��it il�e surF�,�c �rea n�crociil3l� earllti iy���teri�l cx�c��e:+J by �rul�niir�g c�l-ribl�k � f w�y :�n�} s:f�a��it�� an� �r���l�i���, ��lrl s��al� direcr tk��: �'c�z�it�;�c��r IK3 �3rc�vici�: ���ii��vr�ry poia��ios� cot�tmi mc�sures �c� prc�eiti# �:on�urninasiar} of ��c�.�acent s�r�fj�n�, �311}er vrat�:� cc�ni�es, It�6��.�, �o�r�s, ��r �tir�r ar�a� ��' wt�tct �����ok�it�r�ze���_ "1'cit�����r�Y pollulion cuj�itol m.��sures si��tl ��� taseri �r� �arevea}[ nr c4�rrc�1 crosion lh:,t tnay c��vel<a�� i�k�r�ug ct��ry�lE'�clio» S}ric�r lc� i��iall:�iion c�#'�}cr��sarsent pc+tlution �nn�rcal inst�llaliorrs. T�1i� �.n�itiuCl' Siliilt I�rlla� ��1� a�-Ca t��'pf��anr�� O{� i'L�I3l t�� WB�, cl���-i��� a���i �ru��biri�;, exc:�vatioit, anci I���r�c�w io I��. pro},�rlic�nal t� il�c �'��i#r�tctor'� c{���ala�lity a�c� ����r�ss. �l'!�� C'�s:�ir�c[or s�;�ll a�su c����c�rni tcs �1Y� ik�tli}i5+i11� �?]-actiC�S 8Tl[I c[�ii#TO�S: 1_ 1�;�st� or clk��r�>sai �7i'�iIS B.II� G�l�Slr�CiiOIS TOadS �lii�Il I)�: Ir��.all:d �wttid co��stn�cke�l i�� a j����xne� �l�al wiil ���i�iiit�3•r.� El��c a�Y�ou»� c�fs�diaie��t e����i���; 51�r� a�1s. �. r�ec}�e���t 1'or�ir�� vf Ifve sErc:anzs wi�l �.�ii h�: ����'miLi�c�; IlYe�efo��, tc�nprs�•�r]' Urici�;�:s c��� ��tser �tru��Mirr:� *I��II b+� e�s��I_ 3, '4�ll�en w����c �xreas t�i` lili�i�?-]�l� 4ULkl'C�5 ar[� IOC�1E�rl li� c�r ����4GGTll l�� �iVc SLFE#SlilS, SLZCE] 3FEi15 3llii� I k3� 4��ltir��ietl �r�.xrti 1.I7e �lr����7� by � cii�cc ur uilt��' ���r�i�:r lu kc�j� �e�ii����i� Fi•�m en��:ri�rg a{l���vr���! sta-e��R�. �'. �Ui3�Vfl`f`�[`fLL' Pric�r l�> stai� of ti��: applicahle cu��s4ruciio��, tfxe Gn��ira�.tor sh:�l� suE�mii f�,r �i�,�arc�val �tiis sc;�i�[iul�.� ��� acc�m�k�i�iu�,�3rr �r�u�.i �m����, cc�,r�rol �4���� �r�d l��s �Itwix �o ke�:E� �I�e �rca �i�er«�i131c soi� �� a Il2ir�imt�m, I�n wc���lt sl�t�!€ i>e �€ar��t� ku�kil Il�e er�sic3n ccantrnl ���tcd��le� ��a�c E>ccn sr�l�i�iiEtccl ��t��i r�vi�w�.cl �y 11t� l:s����zce�. D. f'I��fN1Li�'��'; All ��bur, �n��s, cc�K�i�an�x�t. t���rl �nci�ict�t�l� r��ccsstiry to co�r���c[c t�ie ��-or�c ��tidcr'1'er�i}�c��a�y �,7�erPol�uti�r� {.'utY�ro� wGll ���xi ���: ��i�ic� ��ir��{:�l� i3��� �+il! be cr�rtsic�er��l t� �3e subsicl�ary tc� �l�t� w��rk ui�c��� v��ii[�t�s �tem� �vit�t��� kl�e ct�r�lrrtcl. [?,�7 l'�•cstection af"f�rces, I'ls�ot�, .�u�k �ail,: }�f! �rc���;riy a�on�; a��c� ��,ja���tit in 1���: C'OL]lTactc�i'tS ��}er��iOliS aFlG�u�l3ri� ��kWi35, yarcl�, sE�����s, ��rc�s, �tc. slia�! h� ��r�servcd u� restc3r�4l, t�C�er cc�tr���lclin�� nf llYc work, �o �t �{.�ti�iii��r� c�����1 l� «r l�cdier ij��n ��csst��� ���-iuF to l�e sltut of work_ ��� [}�i�111r1I1{:L'. ILiG C.Cl11�f�Clc3i' CI 14151 [1li��li1 �. �l:lllll C�:I�O�31 S�ll' Csil}+ ��nresler ��f«fe �i��r w��rk �tri�r�r�s�i�j�;, rc�r��val, or rua� r��x��tin�;) �3Yti l�e tic��}c: u��� �ree;� c�r �1�nr�ss gro��rin�; on k�u�li� ��rc���ei�t� �nc1��cli���si��cl I�i�;��ls�oi�•�iV�ys �tcl [�c�a,�,�t��ed �1le��s. `flt�s permil c:�tf i�� ti#�tainecl hy c�alliiy� tkre FoFcslry ()Ffi�;� �t 871-57�$. All trcc �+�{}a'1� s1Y:�11 bt; in ��a�l�li��'�cc �it1�� �at����i�rg sl:��wci�,tcJs i�r C'��ss � L'nzning s�s ��sc�i�}e:cl L�y tl�e k���li4rt��.t! A�-t�ur�st I�oft Wii�i�f W:�ter 37ep.irfmor�� E� - 18 Sl�cial �'o-n�irisnr: Assc�cir�ci��n. A ccx�y of Eh�sc sl�nc�:����E� ca�: be Er�-��viclr:ii ��� ealli,�� �h� �l}�vc ���rr��bc�. A.�.�� �1K'�rr��g� !�� �3�3i�l�c tree:� c.lue to r�c��',lt��aice hy tlxc C;oj�tr�ctor slYal i be �..s�es�c� t��ii�� ill� cs�rreiii F{�rri���l�� lar 5����il� �`r�u ��alr�ali��r� �s dc�ne�l 13y IE�e r�lcrii��i�+i��l �;oci��l}� af �nc��ric��hl��-e, Y�x�rrri��rt iae n��lig�n� da�Yir�gc �a �t�k}��c tru�:s sl�all bc �tiad� to ��}e ('�ity �f f�urC V�ur���, �ncl nz�y ��� �iil�helcl fi-�sm �'uE��fti cl��e il�e Cc�tiirac.t�t� 1��+ ihc C'�iy+. 'I'o ��rev�nl I�r�: s�ri:�il c�I-f�te ��� 1�Vili ful��;us, �Il 1v43�lric�s c�it j.I ve O�iC �11c� l��:cl C]aI� tfee9 ����� I�e trt�]�c��i�E��}� Sf'���� 1153fig :i CO1t11T1�f�lt'lI r?i�itC�iu� �a�t�i[, T��is T5 l�le i�l7�}+ LSl�t�nce �vliciY �>r�ili�i�; ��Ei1t i� f�.c�rn��nc��le�I_ l�cs �����r:�te ��ay�Yieji� witl be t����c�2� �'c�r �iiy oi`�lir. wor�C tt�voiv��l li>r ��xs iteti� �nr� all cc��ls irYc��n•��C ►��il� t�ecvnsic�ee�c1 x����i�rt�it�ry cosl ofiltc ��t���jeci. m f._ _ _ , ___ _ _ __ _ _ _ _ __ _ _____�_ rUFt ��311�� Wrlcr {)cGi.irtinCril � — � t� .�'s�lCCGt� C!oll�lrl���ti ��CI��C� ��ECI�'I�A'����TS TABLE OF CONTENTS DIVISI01�11 0 GENERAL REOY�XItEMENTS, Item D�0�0 Item 01025 Itern 010�#0 Item O1Q53 I�em OI3Q0 Itern 01310 Item 01320 Item 0137�} Itein 01�10 Item 01.43U Iterri 01504 I#ezn 01504 Item 01651 Item 01700 Item 01720 I�em 017SQ D�ViSYON � Item 02010 Itetn 02121 Item 02150 Item 02200 Ztem (122�2 item 42215 r�� ��aza Item 02223 �tezn p2530 Item 02930 Item 02950 DiVISION 3 Item 03 i 00 Item 032�0 �tem 03250 Item 43300 I�exn p36D5 Item 03700 � Summary of Work Measu�rement anc� Payz3n�n# Coardination Grades, Lines, and Levels Submittals Construction Schedules Progress Reports Schedule of Valraes Testing Labaratory Services Operation and 1Vlaintenance Data Ternparary Facilities ax�d Controls Material and Equi�zent Testing �nd Siartup � Contract Ctoseout Praje�t Record Docut�en#s Waxranties and Bon�s sr�rE wo� - Subsurface Investigation - Cleaxizag and Gru�bing - Lift Station Demoliti�n - Wood�Slat Chain Link F�cing . - �'inish Gradiiag » Flexiible Base - Stil�cturaY Excavation, Fil�, and Bacld`ill - Trench Sa£ety Syste� - Dewatering and Drainage - 5eeding and Re-vegeta.tion , - Silt Fence - CdNCRETE - . Coneret� Fonnwork - Cancrete Reinforcement - - Concrete Toin�ts and �xnbedded Items - Cast in Place Concxete - Non-Shrink �Grou� - FIowable Fill DXVISIO�T 4 item 04200 D�S�ON � Ttern 05120 Item 05540 �tem 05501 DT�TS`ION S Item 0$100 Itern �82Q0 DxVISYON 9 Xtem Q9900 It�m 0990 � DIViS�ON 11 Item 11065 Item 11316 Item 11350 Itezn 1136Q Itezn 11370 DIVISION !� Ytem 150b0 Itexn 15470 Item 15U80 I#ez� 15090 Item I 51 Q(} I#em 1S 140 DTVL5I4N 16 Iteru t6410 Ytem 16110 It�m 16120 Item I619I Ttezn 16199 Itemt 16210 Item 16220 Ttexxa 16310 Item 16320 Itexn 1641 U Ttern 1 b450 I�exn 1G910 � � �asaivxY Uni# Masorny METALS Structural Steel Miscellaueous Metal ,Anchor Boits, Expansion Anchors, and Concrete Znserts DOORS A,PiD VV�NDOWS Hallorx► Metal Doors, Fraxnea, and Hardware Painted Steel Access Gate FINI�HES � �ainting W�twell Interio�r Coating EQUiPMENT Submersi�ble Sump Pump _ Submersible Pumps . Aluminum Access �iatches an.d .Appurtex�ances Va�ve Vault Gz�atzng S�L1iC� �'TateS MEC�AN�CAL Plas�ic Pzpe and Fitt�ngs Ductile Iran pipe and Fittings Fiberglass Reinforced Mortar Pipe � : Bor� and Case Valves and Appurtenances Supports and Hange�rs ELECTRiCAL Electrica� General Provisions Raceways " Wire ax�d eable Drs►-Typ� Transfarxners Miscel�ataeaus � Eiectric Utility Se�rv�ice Standby C�enerator Low Voltag� Soft Sta�rter Mator Controllers Automa�ic T.ransfer Switeh Underground Grou��ing Ins#nunentation '� � ITEIVI 01010 �UMiYiARX O� �VORK PA.RT I GENERAL 1.01 SCOPE� A. The Cantractar shail.complete the work as specified in the plans and specifications. B. The work is lacated in the City of Fort Worth, Texas, 'The �ocation is shawn on the Co�ver Sheet of the dxawings. Address of project location is 9241 Boat Ciub Road, R' ;� 9 _- -��, � ��. '�f 1,02 WORK COVERED BY CONTRA.CT DOCUMENTS _ A. The �vvQrk covered by #hese Contract Documents cansists of the installation of a new subme�esible 1ift staiion at an existang lift station site, bransfer of electric service to tka.e new litft statinn, and abandonment o�the existing Iift station wetw�ll and �va1vE vault, along with all site worl� ouilined in the drawu�gs a�d sp�cifications. B. In the Contract Documents ihe wo�ds "�UIil1S�'s� `c1I15���"� 8i1C1 "C��S�illGts' s�al1 �neau fox the cox�tractors �a furnish all �abor, taols, material, aud nuscellanevus items necessary to complete the work as �pecified and as shawu in the drawings. C. - The scape of work ta be coxn�leted is defined by #he drawings and these specificataons. Any part, appurtenance, ar miscellaneous item of work which is reasonably implied or zaormally req�.tired to make �e installation satisfactorily� and completely operable, even if r�ot spccifically xec�uired by the drawings ax�cllor speci�cations, �hall be provided by the Contracfor at - na additional casi. Tn general terms, the wv�rk consists- o� furnishing all labor, materials, equipment, tnols, and xelated xtems as required to � complete the installaiaon. � . D. . Compl.y with applicable b�ilding codes 1. . Comply �w�ith city, state, and national codes as a minimum or �he requixemenfs o%th�se dacwnents ifmore stringent than cades, 2. A11 work is ta be inspec�ed by the appropriate Gode Enforcement Officers. All pexmit fees shall be waived by tlze City o� Fort � Warth. � -. _. s�� �� ��': r �. �:� �y�, I-_� �. The work to be provided under this Cvnt�rract is nat necessarily linvted to the foxegoing descriptions. Accordingly, the Contractor shall t�xoroughly �ort Wo� Water Department a 1410 -1 Summary af Worh study the dxawings, the specifications, a.nd the existing �acilifies #o fiXll.y understand the extent ofthe work. - 1.03 MEASU.EtEM.ENT AND PAYMENT Measurement and payment sha1� be as descan`bed in Ttem 01025, "Measurement and Payment". Paymera.t shall constitute complete camp��sat�on for all woxk invaived in furni�ung labnr, materials, equipment, tools, and related items to execute this Contzact. 1.04 W�RK SEQUENCE Coordinate the construatian schedule and operafions w7ith the Own�r and Engineer, per construction dra.wings, and as specified in Item 0131U —. Construction Schedules. " 1.Q5 DESCRIPT�ON OF BID �TEMS The �oXlowing descriptions a�re intended ta cXarify the nature of ti�e woxk required for this project. Each bid :itern includes a1I labor, materials, �quipr�zent, and incidentals necessary to coxx�.plete �he item. Sid Item T— Lift Station Site Waark: Site work sha11 include a11 Iabox, materials, and eqnipmen# required for cIea�eing, rough gradi�ng, final grading; disposal ofvsgeta�on, pXacement and maintenance o� silt �ez�ce, placement ai fi" steel bnllards, placement of red-tipped photonias and miscellaneous landscaping, hy�ro-mulching and seeding of site after fi�ish gradi�g, watering lar�,dscaping and hydramulch, and the clisposa� of all extra spai� material �'rom excavations, This bid item shall be mcasured and paid a� the lu�np sum �rice. � Bid Itsm 2— Salva�e/Delnalition/Abaxid'onment afExisdn� Lift Sfiation: Salvage and demovtion shall in�clude the labor, materia.ls, and equiprnent reqwired to remove exxsting mecha�ical, sttv.etural, and electrical equipment fram the exi�tin�g lift station vvetwell and val�e vault, salvage designated equipment for use by the Ciiy, and dispose ni equipment designated by the City. In� additian, this item shall uiclude the abandonment ofthe Existing rein�axced concrete wetwell and �tal�ve vault by p�u'nping full with of flowable fill ta t1�e designated �:I�vation, and removal and dispos� t}ie lift station �op and walls, in aeco�ance �th the plans. Included in this item is the cost ia cut and plug lines �to th� v�►et►�vell and valve vau.lt. Bid price shall be measured �d pa:id at the lump s�tn bid price. Bid Item 3— Trench and Excavation�Safetv: T'xanch and Excavation safety sha.11 i�clt�de a trench safety plan, prepared by a Licensed Engineer in th� state of Te�as, and all Xabv.r, eq��ment, and �naterials required to implemex�t the pla� during the c�nstructian Qf the lift station sixuciizres, piping, a.nd demolition_ Trench Sa�'ety shall be paid per linear foot of trench prot�cted, or perimeter of structure shored, as descrl`t�ed in� Item 02223 "Trench Safety Systems". � - Fort Worth Water Departcnent 03010 - 2 S�ary of Work �'". Bid Itexn 4— Reinforced Concrete Pavin�: Included in thxs bid i�em is the cost to prepare and compact subgrac�e, place and compact a 4" thick flexible base, place reinforcing steel and expansion joint�, and fo�n and place rein#'orced concrete pavement at lift staiion site. Bid itexn s�all be measured and paid per square yard of rein,�axced concrete paving installed, in accordance with plans and specificat�ans� Bid Item 5— Wood S1at Chain Li�k Fence/Gate,: �iacInded i�n this bid item is the cost �o �-n �, p�ace aaa S' tall redwood slaiied c1�ai.n liu�Ic fenee complete wi#h a 16' wid� double swing lockable access gate located at the proposed. Price includes placement of all fence and corner posts, excavation af pos� holes, concrefe backfill, and reinforced cQncrete mow �-' stnip. Bid �item sha11 be measuxed and paid psr ]inear foot of redwood sl.at chain link fence ins#alled, in accordance w:ith plaus and sp�ecifications. � �`- " B�d rtem b— 2�4" RCP Cul.v�rt w/ �eadwalls. lnncluded i�n. this bid item is the cos# ta place a T�cDOT Type II 24" Culvert with sloped headwalls, v�rithin the TxDOT right o�' ' . way, at the propos�ed concrete driveway enirar�.ce. ilVork shail include khe removal and .� ' disposal o�the existing co�gated sieel pipe culvert, placsment of new 24" RCP, and fax�ing and placement ofreinforeed cancrete headwalls. ��' Bid Item 7— Under�round Yard Pit�in�: This itezn. shall pay per lump sum for the install,ataan v�alX underground sewer and water piping and fittings. Price shall inc3ude all t�;sting requ�iired of pipelines, aZl trenching and dewatering, a,�l bedding and backfill i required, all lacator tape, all palyethylene wrap, alI requzred ini�:rior corrosion resistant caatings, all concxete thntsi blocks and.rnechanical ret�ner glands or Megalugs, all solid and transition sleeves, and all incidentals necessary ta complete the work. Pipe and `� � fittangs shall be of the �ake a7nd class �pecified Qn the plans and descir�ibed in the contract documen�s. f`� � Sid Ttem 8— Buried �[7nder�around� Gate Valves: This i#em shall pay per lump .sum for alI MJ x MJ gate valves fu.rnished and installed accarding to specificatians, to include � concrete �oundation, cast iron riser and cap, actuator extension, concrete collar, and valve ., �� � vaults (fo� the two 20" gate vaives). Bid Item 9— 5' Diamet�t Se^we�r Manhole_ This itexn shall include the instaliati�n nf a. ���t five foot diameter sanitary sewe7r manhole, ctimplete in piace, xega�dless of d'e�th. Unit � � price shall include excavation, farnting and pIaeement of steei and concrete, cast iran frame, rim, and cover, reinforced concrete coi�a.r,lockable stainless ste�l manhole insert, � � �� �nd ail required tesi�ng. ' �r ,� Bzd It�n 10 — Fixe Hvd�'ant A.ssemblv: This item shall include the installatian of a standard f�re hydrant, any vertical e�ension required, concre�e bIoc�ng, and concrete � foundatian, comple$e in place, per fire hydrant assembly installed. �� Bid Ztem l. l--1" Water Service Assembly: This item shall include tapping saddle, � carporation stop, copper service line, curb stop, CIass "A" meter box, and non freeze ��,:� �� ��,- Fort Wnrth Water De}yartment UI01 D- 3 s,�,�,�,ary o�wa�� � hosc bib. Price shal� aztclude all �renching, backfill, ar�d concrete required ta p�ace service assembly. _ Bid Ztem 12 — Reinforced Cancrete Wetv�rell and Valve Vault: Included in this Jump sum bid item is the struct�ral excavation, dewatering, placement af mud slab, the forn�ing a.nd placing of the zeiz�.forced conczete we�w��l a�,d valve vault, fozm�ing and_ placement of non-shrink grout within the wetwell, forming and placement of pipe cradles in valve vaul#, plaeement and compaction of select granular backfill around the perimeter of the stn�cture, and �he testing of the �etwell for leakage. Item shaIl be meas�red and paid by the Iump sum fox th� complete in place installation a�the proposed reinfoxced concrete wetwell and valve vault structures. Bi.d I#em l3 — Masonry Enclosure to House Gene:ratorlElectric Ha�rdware: This 3.tem. �hall consist of the lump sum unit price for ths labor and materials required to excava#e and place a reinforced concxete ,�oundation, a reinforced masonry structure with brick facing, a stee� entrance gate, a metal access door, and all supports, fasteners, and anchor bolts necessa�y to place the electrical�b�ardware and gene�ator as shawn in t�xe plans. Bid Item 14 — Tzans�ormer Pad Foundation: This item shall consxst of the lump sum unit price far the lahar a3ad materiaas to exca�ate and place a reinfa�rced cancrete fouridatia�, in accordance �vith plans �and spec�ificat�ons, ta support a'150 �.VA transfvrm�r, to be � provided by 4ncor. • � . Bid Itern I S-- Weiwell Interio� Coatin� 5vstem: This i.temr shall consist of the surface preparati�n and installatian of th� spec�fied coating system, at the required thicl�ess, to the pxaposed we�vvell interior sur�ace. Included in this item zs the cost of all testi�ig xequired by spec�ificat�on.s a�the cnati�ng system. Item shall be measured and paid by tha square yard far the surface preparation and coating af the lift statioz� wetvvell. Bid Ttem 16 - Wetwell Sluice Gate Assem�blv: 'Th:is item sha11 eonsist of#he u�ait price iar �furnishir�g and installing four 30" x 30" cast iron sluice gates, wall t�aimbles, guides, . stems, stem guides, floor s#anr�s, aud actuatars, camplete in place, per each slwice gate assernb�y �instal�ed. � � Bid �te� 17 — Va�ve Vault Gratin� and Hardware: This item shall cansist of the lqirip siun price for fuznishing and insta�ling gal�ranized �tee1 grating, galvanized structural s#eel supports, sstainless steel faste�ntexs, c�ips, supports, bolts, etc., and all incidentals necessary to completely install tlie grated top. ' Bid Item � 8— Aluminum Access Hatches and Ladder Assemblv: This itexn shall consist of furnishing and installing specified lockable aluminum access hatches, hatch safety nets or grates, aiunninurn ladders, and the alnminu�n "Iadder-up" sa�ety extepsitons. The le�mp sum pay item s�all include all materials, hardwars, and labar necessary to �'urnish and �nstail the specified ec�uipment. Fort Wortii Water Department 0101 U- 4 Snznmmy of Work '` I �3id Item 19 — Wetwell and Va.�ve Vault Pinin�: 1'bis item shall cansist a�the lump siim price for furnishing and in,stalling a1� flanged pipe, eorrosion resistant interior pipe and �� f tting coating system, wall pipe, wall pen�tratia�s, fittings, flanged coupling adaptars, structural steel pipe supparts, pipe suppor� pedestals, anahor bolts, wa�l pexzetra�ions, Link seaXs, px�ssure testing o�'pipes, and a.�� misceilaneo�s piping irr pxpe suppart �_ equipment placed wiihin the wetweli and valve �ault. Bid Item 20 — Va�ve 'Vault Valves: Tltis ztem shall consist of the Iump sump price for �' fiunishing and installing three 24" diamster plug valves, :Eour 16" diameter ail cushi.on�d. - check va�ves, faur 16" diameter resilxent sea�ed gat� val�es, one 12"' diame#er resilient seated g�te valve, two 2" combination aiirlvacuum valves, a11 flange by fla�nge; the furnishizig and instaltation of all gate, ball, and check va.lwes of 2" diameter or less; and for furnishing and inscalling the p�essure gauges, all wi#hin th�: valve vault sfructure. ��` Bid It� 21 — Lift Station Punans and Accessories: T�is item shall consist of ttae lump surn price �or furnishing and instaIling the four pump base e�bows, four sets of stainless stee� guide �rails, tk�ree submersibie pumps and motars, two s�np ptunps, all pump pawer �' and monitori�g cables, and aixchar bolts a�d anchorages necessary to install a functioning Iift staiaon, according to plans and speczfiEations. � �, �,� ���� �� � �3 Bid Item 22 — Lift Station Electrical, Cantral. and �nstrumtea�tation: Lump sum price sha.11 inelude furnislai�g and ins#alling all cond;zi.t, conductors, relays, eleetrical hardware, jun�taon boxes, graunding system, telephone mnnitoring and alazm syste�, pwnn.p controllers, pump stazters, electrical panels, and enclasmres. Lump sum price shall include all incidentals necessary to op�ate, controx, and manitor new lxft station. Bid Item 23 — Diesel Grenerato� Assemblv: Lump swn price shall consist of fi�rnishing and xnstalling a 275 KW diese� generato� with auiomatxc �ransfer switch, accarding tv plans at�d specifications, complete and in place. PAR.T 2 PART 3 PRODUCTS — E�ECU'IZO�T - Not AppliCable Not Applicable �=� Furt WarEh Water Department 01010 - 5 Sumtnary af Wark � , �� r iTE1VI 0102� NNlLEEASUR.EI�+IE1�T AND PAY'�IENT PART 1 GENER.AL LOl DESCRYPTION Measurement af an item of work shall be as specified in the Bid Proposal and ��` paym.s�t will be as specified in �his sec�ion. 1 AZ RELATED INFORMATIOri A. Bid Forms B. Speci.al Instructions to Bidders C. Contract and Bonds D. General Canditions �. Sec#ion 0131.0 --- Constiruet�on Schedules F. . Sectian 0�,370— Schedule of Values � 1 : I�� /� � � The amount bid for each bid item shall be �he iull amount paid to the Conir�ctor for e�mpleting the specified work unless altered by change� order. . Req�.ired items afwork and incid�ntals necessary for the sa�isfactaxy completian of the wark which aze not specifically lis�ed in the Bid Froposal, and which are not specified in this sectian to be measured or to be includsd in one of the items li�ted in the Bid Proposal, shall be considered as incidental to the werk. Al,l costs �herea�, including � �_`e�ntra�tor's ove�-he�.d costs and profi#, shall be cansidered as inc�uded in the various bid items. Co�tractar sha.11 pr�a.re his bid accardingly. Wark includes furnishing all labor, equipment, �ools, and materials and performing all operations required to compl�te the work satisfactorily, comple#e in place, as �pecified and as, indicated by the -Contraci , Documents. Fort Wortt� Water Department 01025 - i Measurement a�d Payment 0 � 0 1.04 N.[EASUREMEI�'I' Measurement of an item af work will be made by �.h� unit indicated in the Bid Pzoposa� .�nd vv�ill include aII work listed thereu3. PART 2 PR4DUC'I'S — Nat Applicab7e PAKT 3 E�ECUTiON 3.4� PROGRES� PAYIV�NT S[JBMTTTAL Prepare azid submat t?ar�e (3) copies of the fallowing r�rith each pragress payment request: - ' A. A listing of the value af work campXete fo� each bid item. �.ump sum bid items sha11 inc�icate the value complete of each itcm �isted o� the accepted. schedule of values. B. A listing of the value oimaterials st�red agplicable to each b�d ite�a or, in � the case of lump sum bid items, tlie scheduTe af values item. Tnvoic�,s inc�ieating the full value ofmaterials ox� hand mus# alsa be submitted. , C. An updated project schedule. D. An updated lis�iing af subcontrac#ors and suppiiers. . � �ort WortF► Wacer Depart�sient O1025 - 2 Measxuepaent and pa;ymenk -� : i .� �" _ �� i � Y�n� oioaa �ooRn��ATTo�r PART1 GENERAL 1.0� UTILITIES Coardanate work wit3i various utilities within the pzoject limzts in aceox•dance with ��, Generai Conditians: Notify ap�li�cable utilities prior to cammencing wa�k, i£ damage occurs, ar if conflicts or ernergencie� arise duzing the wvrk. �-�� � A. Oncar Energy: Contxactor shaX� coardinate with �nc�x for e�ectrical service work to the site, to include bringing electrica� service to the new li� station, instailation o£ transformer and meter transocket, and abandoning the e�sting sex�ice ta th�e existing lift statian. Contractor sha1l be r�sponsibl� �or all charges io Oncor far power to t�e li-ft statio� site. �ontact: Ra1ph Schroede:r, P.E., S1?-569-�7988 or �ay Hays, 817- 2�5-4390. B. Sou,thwestern Bell: Contractar shall cooxdinate with Soufhwestern Bell during t13e work at the lift station sit�. Contractor shall coozdinate with 5�uthwestern BeIl on aIl work required to conneci pxoposed autodialer and phone to existing phone line. 1.02 PROrECT MEETINGS A. Pr�Construction Cant`erence 1. As set forth �in the General Coz�ditions ta be held at sit�. 2. Can�ractor sha.11 b� prepared to discuss t�e following sub3ects, as a minixnum: � �� � �I ��'� {i a, � �. =1 a. 5tatus of insurance b. ; Sequencing o£critical path wor� iiems c. Project changes an.d clarification process d, Use of srte, access, aud storage; security and tem�orary Facilities; commwaitty relations. � � Major equipment delivery and priorihes g, �oniractar's �r�nch and cc�nfined space sa.fetyplan 3. Attendees may uiclude, but ar� not Iim�ited to: a. b. c. d. Owner's representaiive Engineer's representative Contractar Equ�ipment manufaciurer �,� Fort Worth Water Department p 1040 - l � .f Coordinatian e. Others as apprapnate B. Progress Meetings 1. Canstruction �n�pector will schedule regular p�rogress meetings at site, conducted mon#hly to review work progress, prbgress sc�ed►zle, shop drawings and sarnple submissians schedule, app�icatinn far pa}rment, cantract modifications, and other matters needing discussinz� and resolution. 2. Attendees will include Owu�r's representative, Coniractar, Engineer, and others as ap�rapriate. �,.03 PHYSZCAL CONDITI�NS A. Exex'cisa xeasanable caxa to ve�ify lacations of e�t.isting subsurface struc�ures and underground facilities, proceeding an accordance with the General Conditzons. B. Tha�'aughly chec� irnmediats and adj acent a�reas subj ect to excavataan by visual e�caminatian (and by e�ectro�c metal and pig� detec�ion eqtupment, as necessary} fo� indicatia�s of subst�rfaca structutes �nd zandergraund facilities. �G Ma1ce exploratory excavations wher� existing underground �acilities ar s#nictures may potentia�ly c�nflict wi.th proposed. undexground fa�ilities or structures. Conduct exploratory excauations in presence of Ov�mer's representative and su�ficiently a�ead of construction to avoid possz�ble delays to Contractor's work. �.0�4 REFERENCE POINTS AND SURVEYS ,A., Location and elevation of benchma�ks a�e s�aown on drawings. B.. D:irn�nsions and coordinate points for lines and �levatians for grades of stntctuxes, app�rtenances, and utilihes are indicated on the �raw:ings, fage#her r�r�th other pertin�nt i�ormation x�eq,uired �or �aying Qui wark. If conditions vary from those indicated, notifyEngineer immediately, wha will make minor adjustments �if xec�uired. . . .C. Engineer may pexfoxm checks to �erify ac�wracy of Contractar's layout woirk and that comp�eted work carnplies wi#h Contract�Documen#s. D. Any existing survey paizzts or other control �a�rkers dest�'oyed r�vithout proger authoriza�ion wi11 ba rep�aced at Contractor's expense. �ort Worth Water Department Ot i1�4 - 2 Coor�ination j � .� ; � I :�' � I � i . � }k' H � r. , i a � '' { �T �� � �� � �; a E. PA.RT 2 PART 3 0 Coni�actor's responsibilities shall include: 1. Pza�ide survey and layout as rsquired to cvmplete the work. 2. Locate and protect reference poiz��s prior tA site prepaxation. 3. Re-establish refereuee points resulf�g from destruetian by Contractor's operatians_ 4. 1Viaua.tain accurate log af survey wark as it progresses as a Itecoz�l. Doci�ment. PRODUCTS — Not Applicab3e . EXECUTION - Nat Applicable �ort Warth Water Departutent OI U40 - 3 Goordination � .,�• , i :�-� �. r�Nr oxasi G12ADES, LYi�i�S, AND LEVELS :��:. PART 1 G�N:ERA�. ,� �, , ,;, � � :. �: 1,01 SCOP� .AlI construction s#akes sha11 be pravided tiy the Conlxactor using the bencb rnarks and reference points pro�*ided by the Engineer's representative. � � . PART 2 PRODUCTS — Nat Applicable PART 3 EXECUTIO].V 3.01 GRADES, LIl�S, AN� LEVEI.S A. Existi�tag Dirr�ensions a�.d Elevations 1. Di�mensiaan�s and elevations shown on the plans for axistirng structtu'es were taken from previous construc�ion record drawings and field suiveys. Co�atractor sha11 'verify achial dimensions a�nd elevatians prior to iinal fabrication a� any materials or otherwi�se � praceeding with wark affected by diinensions or elevaYions of e�sting shuctures. 2. Contractar shall at �o additional cast make whatever adjustments in the wo:rk as necessary to fit th� actual dimensions and eleva�ions of existin.g stru�hures. • B. Tolerances 1. The Contractnr shall consttuct all ner�r struc#tx�res and pipelim.�s under this contract to within 0.1 feet af ihe alignments and to wi�}ain 0.02 feet of #he grades shawn on the d�rawings. � ��' �• � �� } � �� d_ 2. Support stru�tu�'es for equipment shall be constructed to tolerances - specified by the equipment manufaeturer. :3. �ii� grading s�ia�1 be con�ixucted to within 0.3 fee� o�the gra�ies. 4. In all cas�s, khe grading must be such that positave drainage is naaintained. S. Any work consfaructed or insta��ed in alignrnents or elev�inns other th�an that specified herei.n and on the drawings shall be rem€�ved , and repiaced a# no additional cost ta the �wner. Fort Worth Water Deparime�t Ot DS f-1 Grades, Lines, and Levels C. �Vithix� t�n days af�er the e�fective date of the agreernent, th� Contractor shall verify �e gade and Iocatian of all perxnanent henchznarks. If a discrepancy is found tlae Engineer shall have the bench marks checked and resal�ve the discxeparicy. Afte:r such time, the Con#ractar shall be respoz�sible for the aecuracy and�pratection of the bench ma,rks. D. Construction Staking 1. The C�rntractor s�all be responsibl� for layout, staking, anc� contro� of all grades, lines, arad leve��. 2. The Contractor sha11 employ experienaed survey persannel to • layaut the work. E. The Conlxactor shall sa�e�uard a�l pezmanent be�ch marks at the site azid s$all bear the cost af replacing the bex�ch xnarl�s aud assume entire expense of eorrecting work ian�rope:rly constructed due ta faiiur�; ta rrtainta.in and protect such established points and marlcs. F. Prior to init�ati�.g construction activitaes, Con�ractor shall contact Engirt�e�r's representative £a�r anspection of location of construction staking and offset staking. Fort Worth WaterDepartment O1tY5� -2 Grades, Lines, and LeYels � t� � �-- 3 .� �' r �� ��� a��ao �UBMITTALS PART 1 GE�]ERAL i.o1 scoPE A. Submit adnninisixative submittals.as specified including, but not iimaited ta: ].. Const�nzctian �chedules (Reference It�m Oi31�) 2. Submittal Schedules {Reference �tem 01310} 3. Progress Reports (Reference Item fl1310) 4. Operation and Main#enance Data (Refe�ence �tem U1.430) S. Progress Payment Requests (Refexence Item U1025 6. Pro�ect Cioseout SubmittaLs (R�ference Item �i7Q0} B.. Submit p�raduct and eqiaipnaent submiital infornnatior� as specified. � 1.02 RELATED '4VORK AND SF�GiFiCATIONS A. General Provisions . : PART 2 PAR� 3 Technical speci.fications list submittal req�axements for each item. PR�DUCTS — Not Applicable ExECUTZON 3.01 �'RODUCT AND SHOP DRAWA�TG SUBIVIITTAL DATA As applicable, khe fvllawing types of data are required: , A. Fabyrieatiox� and E�e�tion {or Placement). Dim��ioned. dra.wings, lists, and schedules. B. Catalog Sheets - C. Specificatian 5heeis , D. C�rtifications E. Laboratory, shop, or mill tesi repoxts F. Basis of design and des�gn,c�Ic�ations, test procedures, aud related infaxmation as required per varivus s�ctions ofthese specifications_ �ort Worth Water Department UI3Q0 - I SuhmiMais G. Experience and facilitie� brochures H. Samples I. Parks Iists �. O�eration and maintenance manuals 3.02 1NFORMATZaN TO BE INCLUDED Il�I PRODUCT SUBMTTTALS AND SHOP DRAWIIVGS All data needed to determine the fallawing facts shall be sub�nitted: A,. Confor�naszce to specifications, including kinc�, ty�e, s�ize, arrangement, and operation of component materials and de�v�ices. B. Conformance ta plans, iz�cluding di.mensions, orientatxan, appearance, �xternal cax�eetions and ancharages, axz�. installation clearanees. C. Specific pu�pose of desi� conditions, and adequacy to meet sa�nae: weights, dyna�nic loads, supports req�.ired, and operating characterislacs. D. Coord�ixxatian with ather work, including items needed by this trade, but fiirnished by others, and infoxmatzan rieeded hy others to perforrri their pa�t. E. Exceptians to ar dev�iations from specific requirements, �f any, annd xeast�r� for same. F. Delivery Date � 1. This should b� stated as a finn date a£ delivery, not measured for t appmval a£ d�awxngs tv date af shi�ping. For #his purpose, the � time taken to review data may ba taken as not e�cceeding 2l. days. The Owner or Engineer do not assume re�ponsibility for � carrectness or campleter�ess of the data. � 2. The Contractor should determi�xe that proposed delivery dates wi1� nnt cause de�ay or result in failure to comp�ete the project on ti.me. ; 3. No extension of time or waiver of liquidated damag�s will be � . , granted due to fai�ure to deliver on t�me unless the Contractor � presents written evidence that favorabxe delivery is not abtainable � � for an accep#able item. � 4. S'ttch evidence will ba considered as a basis for �tensian vf time o�1y when pz�esented promp�ly after award of contract. . Fort Warth Water Depamnent D13D� - 2 S�bmittals �-, ;f �-� ��=' �� , 3.03 � �'� �' ;� ,� . � `�° � PREPARATION OF SUBM�TTALS Shop Drawings A. ], , pre�aration by a qualified detai�ear is required 2. �dentify details by xeference to sheet, detail nuxnbers, and specification sec�ion, as sho�n an the cantract drawings. 3. Tncl�de on the drawing aZl in�ormation required �or snbmissio�, or submittal transmittai Zetter� containing required informatian. Product Data � ` I; 1. 2. �� Modify the manufachzrer',� sta�dard schematic dxawings to delete or supplement information as appticable: Fox man�xfacturer'. s catalog sheets, brochures, diagram�, sehedules, perfoxmance charts, illust�a�ians, a�n►d other descriptive data: a. Cleariy maxk each cogy to identaf'y pertinent xnaterial b. Show dimensions and clearances xequired c. Show pe�formance characteris�ics and capabili�ies d. Show wiring diagrams and controls Ynciude on the data all information required for submission or submit transmittallett��' containing requixed informatian. Submission Requirements e. I. Accampany submittals with a transmittal letter in duplicate. 2. Include the �ollowing informa#�on or eack� submittal: a. Da�e and revi.sion dates b_ Project tatle and number c. The naanes o�'the following: 1.} Engineer 2.) Owner 3.) � Contractor . 4.} Subcontractor 5.} Supplier � 6.) . Manufaelure�r d. Identification ofproduct or material e. Relai�on ta adjacent s#�ucture or z�n.aterials f Field d�m�nsions clearly identified g. Specification sectiQn number � Applicab�e s�ndards such a� .ASTM n�nber i. Contractor's stamp with his signa�ure signed, certifying that he has reviewed the subxnittal, verified. field measuremer�ts, and that the submittal complies with all requirernents of the � Conlxact Docuxr�ents. Fort Warth Water Deparimcnt . 01300 - 3 SabmitEals j. List each deviation from contract rsqui�rements and a d'zsausszon of th� reasoz� far each. 3.Q�4 R�UTING OF SUBiVi�TTALS A.. Submittal data and routine car�respondence should b� routed as follows: 1. Supplier (or subcantractor} to Contractor {through representari�e if applicable} for review. If submittal does not meet contracf requirement�, or is incomplete, Contractor shall retUrn the submittal ta the supplie�r and not forward. 2. Contractor to Engineer and Owner simultaneously far review: 3. Engineer ta Contractor 4. Contractor to�supplier B. Addresses af Communications C)wner: Fort Worth i�Vater Department Attenhon: Peter Fu, P.E. 1000'�'hrockmorton S�reet Fort Worth, TX 76102 2. En�ineer: Chris Harder, P.E, Fort Worth Water Department 1000 Thracksnarton Stxe�t Fort Wa:rtk�, TX 7610� 3.05 N�]MBER OF COP�ES REQUIRED The Contractaz shall submit a total a�seven capies in the original submittal, Unless otherwise specified in technical specifxcations. 3.pG DISPOSITI�N OF �UBMI'�TAi.S A. Engineer shall review �ubnaitta� cantents for eompleteness and compliance with the section, `I`he En�ineer will �ark a.nd retum the submittals with on� of the following: 1. No Excepfions Taken �-- �irnish itern as submitted 2. Exceptions as Noted — Furnish item with changes as note.d 3. Revise and Resubmit — Revise and resubmit changes as nated �4. Rejected — X�tem is not acceptable, resubmit alternative item confonming to the project xequirements. 5. 5ubmit Speci�xc Iter� — Submit specific item ar Subpart as no�ed. Fvrt Wor#h Water Department . 01300 - 4 Submit�als �� � �--� : � B. Reviev�r of �ubxnittals by Engineer and C)wner does nat relieve the Contrac�or of his respox�sitbility to meet the cnnt�ract requirements. Any �V;` %te�a o€work, even if completed, found to deviate firom tl�e requ�r�menfi.� of the specifications and cirawings shalt be remaved and replaced a� no additional cast to fhe Owner uniess, s�eh deviation is clearly identified as �' a deviat�an on all appropriaie submittals. 'l 3.07 RE�UBMISSION R�Q�CTTIRE.MENTS i� . A. Shop D�rawings 1. Revi,se initxal drawings as required and resu.bmit as specified. 2. Indicate on drawings a�y chang�es which have been made, inc��ding those requested by the Engineer and Owner. B. �'roduct Data and Samples �� Subrnii new data and samples as required for initial submission � ' 3.08 REPETITNE REV�EW � The need fox more tY►an one resubmissi�on ax any ather delay in completing rev�iews of � subr�ittals, w�ll not entitie ihe Contractor to an extension of cantract time. � � �- .i ,� � �, - � � 4 .� � � �=� �.. �� Fart Worti� Water Departsnent 01300 � 5 Submittals i �,." � r�� o�3zo COl\S�RUCTIO�T SC��EDULES �ART1 GENERAL I.OI . SCOPE A. Prepare and submit a canstruc�ion schedule that accomplishes the wo:rk �' �� within the allotted time and adheres to the overall pro�ect schedula and project speeific constraints �isted herein. B. Compl�e the wark in ac�cordan�e with the schedul�. C. Update th.e schedules as necessary to reflect the changes in the work ara.d actual site conditions. Tn no case sha11 the cantract com�letion date lie altered unlass speci�cally approved by Change Order. � � E. � `. � Prepare a.r�d submit pxogress xeports Caordinate the work wi#h acti�ities Qf the Ov�mer and othez cantracto�s F. The const�ctian �chedule is a toal far the Contractor, Engineer, and Owner ta use in executing and monitoring ihe progress ofthe work. Failure ta include any items of woxk in the schedule does x�ot relieve the Contrackor of h�s ��spansbility to complete th� work as s�aecified in the Contract Aocuments. 1..02 RE�.A.TED WORK AND SPECIFICATI4NS A. General Pxo�isions �� ° ' B. Sec�ion 01300 � Submitta�s t! � . 1.03 SIGNZFICANCE OF CONS'TRUCZ`ION SCHEDULIlVCx DOCU.M�NTS �= ,. � ��. � �m .; � � ..: L' � A. The perce�iage campletian reported for each activity as listed in the manthly progre.ss �eport and the prices of those activities as stated in Item . 0137Q -- Schedule vf Values, aud wi11 be used, in part, ta dete�nine the amouut of eacla monthly payment to the Contractox. B. � No progress pa�yments will be mad� to the Conrtractor unt�l all requi�rced . scheduling reports and documenfs have been recei�ed and accepted b�r the . En�ineer. � � s�� Fart Worth Water Degatrinent 01310 - F t Consuuction Scheciules 1.04 P�.OJECT SPECIFIC �CHEDULING CONSTRAINTS A. ' The submittal schedule shall allow sufficient tinae for the Owner and Engineer to adequately complete their review. 21 caienda�r days shall i�e ailotted for the revie�► of each submittal. Allow more time for Iarge, vol�minaus, ar comple�c submittals. Delays cansed by re-submit�al and subsequent rev�ews shall be the responsibility of the Cantractor. B. The work shall not be done between 6:00 PM to 7:OQ AM, nor on� Sur�tctays or legal city haIidays, except with written permissi�Qn of the Owz�er. Cont�racta�' shall submit a r�q�aest to the Own�` tuva weeks in advance of su�h wark. Owner sha11 be natified 48 houxs prior ta any work p�anned fnr Saturdays. Emer�ency wark may be accomplished witlxout obtai�ni.ng pri�x perrnission. PART 2 PRODUCTS -- Not Applicable PART 3 �XECUTTO�V 3.01 SG`ZiEDULE DOCUMENTATI�N A. Prepa�re and submit the following canstr�ctaon scheduling documenis in accordance vvith the terms of this sectzon: 1. Preiiminary Consi�ctian Schedule a. ShaIl be submitted withi� I U days af tne date af tlie i�L7ork Chder. b. Sha�l schedule all proposed activiiies {in bar chart %rmat) £or the first 6D days o� the pro�ect. � c. Owner may require more defailed scheduling 2. Submittal Schedule � a. Tb.e £'allowin� shall be subnaitted within 10 days of the date of the Wark 4rder: 1.) Subxnittal data. identified in ItemE � 1300 �or each specificarion section. � �.} Pro�ected imitial subxruttal date , 3:) �atest date from compietaon of submittal rev�iew 4.) Submittal data sha.11 be prioritized ta confoxm with • the requiren�ents ofthe cogstruction schedule. b. The submittal s�hedu�e s�all,be integrated with the constrnction schedule. � � 3. Prapased Constr�ctaon Schedule a. Sha11 be subrnitte� w�t�in 45 days of the dat� af the Work Ozder. - Fort Worth Water Department 01310 - 2 Canstr�ction Scfledules �` .�- 4. b. No progress payment will be made untii this schedule is subrrutted and accepted by the �wner and Engineer, c. Constiuctian schedule shall includ.e: ' 1,} Bar chart illustrating the proposed schedule 2.) Schedule ofprojected eamings Monthiy ProgrEss Report and Schednle Updates a. Submit a r�vised scheduke eaeh month. b. Sha11 identify all acrivities coznmenced during ih� c. d. e. £ g. proceeding month. Shall identi�y all acti�ities completed. Shall i�den�ify all activities which are behind schedule. Shall identify a detailed plan to bring any activities w�icb axe behind schedule up ta schedule and ta maintai� the overrall completion schedule: Shall include au updated submittal schedule � Suminary of overall status of work B. Execute the work in a man�er consistent with the praposed schedule. � Revise the schedule rxzonthly as neeessary to reflect the actual conduct of : �e work. C. The Owner's maintenance personnel sha1� perform routine maintenanc� • activities cvncurrent wiih the work. Contractor shall coordinafe hi�s work � �o preven� damages and delays tv aciivities conducted by the Owner. � 3.02 PARTIAL OR TOTAL SHUTDUWNS i �_ A. Regard�ess of the dates outlined herein; partial or tota� shutdown and/or bypass of any equipment or faci�ity is subj ect to the approval of and the ', � operationai constraints of the dwn�r. � B. At least %urteen (14) calendar days prior to paxtially or tatally shutting dowz� and/ar bypassing equipment or any facility, th� Cantractor shall submit to the Owner fnr revi�ew: � 1. 2. 3. �� � 4. r� ,, � � n � A detailed description o£the work ta be perFormed A schedule autli�g the duxation of eaeh�scheduled task and #otak duration time of the shutdovwn. A list of all equipment and mat�riais required ta cannplete each task. pocumentation that all manpawer, equipment, and maferials as necessary to complete each task aze available on site. , Fort Warth Water Deparh�►ent O1310 - 3 �" � Constrvction Schedules C. A minim�m of two days prior to shuidawn ancUor bypass, a special coordination meeting will. be held with the Contractar, Owner, and Engineer to review the shu�down pracedures. Da The Cant�actor shail provide any labnr assistance necessary to complete ` shu�down opez'ations including, �lec#xical and cvntrol rerouting. E. The Contractor shall wark whatever hours ara necessazy tv maintain schedules during shutdown ancUor bypasses. Q 0 r r �art Worth Water DepartmenY OI31 D- 4 ConsFruction Scbedules i � iTEl� 013�p PROGRESS REPORTS �•�: P.ART 1 GE1�3ER.A�. 1.41 SCOPE Contrac#ar shall n�aintain and provide progress schedules and reports throughout t�Ze dw-�.tion of the contract. � �� PART 2 PRODUCTS — PART 3 EXECUTz�N 3A1 �tEPORTS Not Appizcable. A.. Prepare and main�ain a cuxx�nt detailed progress and schedule chart in bar graph form, supporting the cantract corz�pletion date. Prepare pzogress and schedu�e chart based on date af the Wor� Orrder. B. Submit three (3) copies of progress and schedu�e chart to ihe Engineer and 4wn.er each month upon coxxxple�son o�the items represented in the chart. 3.02 SUBMiTTA.LS Submit first prrogress aza.d sehedu�e c�art with;m► ten (10) days after the date vf �he Work Order. Submit three (3) copies o�the progress and schedule chart, provided at least �an (10} workzng days have intervened sin.ce sezbrnission of ihe last chart. Dtherwise, snbmi� on the same date of the x�ext month. 0 Fvrt Worih Water Depactrnent 01320 -1 Pxagress Repatts # � �' ��mr ox3�o SCHEDULE O�` VALUES :� - � � � ��� �c. � : �� �. � i �;� ' �' ` �'� i �. �ART1 GENERAL 1.01 SGOPE Contractnr sb.all develop and submit to #he Qwner for approval a Schetkul� of Values �ar the pzojec#. 1.02 REL,ATED' �VVORK AND SPEG�F'�CATIONS A. Genexal Provisions �3. Item 01025 - C. Itexn Ol.3afl - PART 2 PART 3 PRODUCTS — EXECUTI�N 3.(}1 SCHETlULE QF VALUES Measurement and Payment Submitt�Is Not Applicable A. Wi#bin ten (I O) calendar days foilowing the date of Natice to Pzoceed, the Contractor shall submit to the Engineer and.Ownex, in �riplicate, a tentative Schedule of Values �a b:reakdovv�a of the lump sum bid) which in �unn shall be t�ed to det�nine p�rtial payment estiu�ates and may be used to veri�y cas�.s o� credit�, change oarders, e#c. 1. '�'he te�#a#�ve schedule of values will be r�:viewed by the �wner ta determine whe#�her, �n his judgment, the schedule af values is of su�fiu�ient detai� and if the prices included ara "unbalanced" or "front-e�cxd loaded", in an effort ta i�nflate the prices of thase items o�work t4 be completed in the early stages ofwork. 2, The Owner will provide the Cantractor wi#11 his cornments, and/or may �request additional information from ihe Cantractor to justify certain �tem qua�.tities aud px�ces. C?n the basis of the Owner's comments, the Con�racior s�a.11 revise and resubmit the t�ntative schedule fox fiirthsr review ancUor app�rova�. - 3. �nce the teniative schedule as approved by #he Qwner, it shall become the scheduIe ofvalues�to be used in detern�ining pazt,iial az paymen# estimates. '�ee (3) capies o��his schedule shall be submi�tted ta ihe Ownex iar distrib�tzon awd use. . Fort Worth Water Depaslment Q137U -1 Schedule of Values 4. No partial payment reqnests (incYuding i�e first) �hal� be appxoved uxzt�l tt�e Schedule of V�ues has been appr�ved by the �er. B. Each paxtia� payment ar�quest by the Contxactor shall be based an the approved Schedule of Values inc�icating the total quantity and pFice �of the work cornpleted ta the date n£ the requEst. After approval af the submittal, no madif cations wxll b� rnade to the Schedule of Values, except as required by� appraved change orders. C. In so iar as possible, tota� quar�rities ar�d un�it prices shall b� showti for all items of vvork, se�arating for each item the materials and labor and such other suh-items as t�e Contractor rnay desire. `2ump Sum", "miscellaneous", a.nd vther such general entries in the schedule sha11 be avoided whenever passible. � D. A separate schedu�e af vaInes shall be prepared for each lump sum bid item. The sum of the items listed on ihe schedule of values shall equal the cantract lump sum p�rice %r �ae bxd item. Na additianal payment wall be al.lo�wed if the quantities shown oz� the sehedule diffex fram those aeht�lly req�zired to accamplish the work, unless the quantities a�e altered by change order. E. The Schedule of V�Iues will he used as a guide in evaluati�g the value of wark involved in change orders. �'. It is the Ovvn�e�r's �ntent that the ScheduXe of Values may a�sfl be used as a ' fair and expec�ient method af determining the value o� items of work delefied, should th� Owner so desire. T�ierefore, it is the Gantractor's respansibility, as welt as to his advantage, �o rz�ake the Schedule of Values detailed and each item and its respective v.alue as equi#able and accurate as � possible. � � Fort Worth WaterDepariment 013?U-2 Schedule of'Vaiues I �= � r�n7 0���0 TEST�TG LABORATORY SE.�VICES PART 1 GENERAT• L- 01 DESCRIPT�ON A. P:rovide testing and inspection, campl�te, as described.�n this Sectxan and elsewhere in th� Contiract Docum,ents. B. Requirerr�ents far festing may be described in various Seciions a�`th�s� specifications. ' �_, 1.02 QUALITY ASSURANCE A. Pravide the servi.ces of an zndeper�dent testing laboratory approved by the Engineer. B. Upon campletian of each test aridlar inspection, pxomptly distr��bute capies of test oz inspection reparts ta the Enginee:r, to ga�vern�nent agencies requiring submission af such reports, and to such persons as dizected by the Engineer. ° C. When in.i.tia� tes#s indica#e zxan-complia�ce w�th the Contract Documents, � all subsequent retesting occas�oned by non-campliance shall be pe�ormed by the same iesting iabaratory as �he sole expe�nse of the Co�tractoX. E. Emplayment of a tesiing laborato�ry by the Owner in no way relie�es the Cvnlxactox of his obligation to perform the work accarding ta the Contract Documents. 1 A3 RELATP,D WORK A. Gene7ral Conditions of the Contract for Construction, Inspections and testing reqnired by laws, vrdinances, rales and regulatians, o� orders.of public authorities are ihe responsibili#y of �he Contractor. B. Specifications Sections. Contaaned in the various specificatian sections axe requirements far ceztification o�produets, testin� adjusting, and balancing af equapxnent, and other tests and standards. �-� r ' i PART 2 PROD�CJCTS - Not A,pplicable ;���: ..� ,i �� F i �'ort Worih Water Department 0141 D-1 Testing I,aboratary Services P.ART 3 EXECUTION 3.01 WOk�K �NCLUDED A. Testing is requared �'ar the £ollowing items of work: 1. 2. 3. 4. 5. fi. 7, Sails campaction con�rol 5tructural backfil� Ca�t-in-place concrete Wetwell Luung System Sa.nitary sewer lines azad manholes Equipment Testing Leakage testing pf weiwell 3A2 TESTIlVG`r LABORATORY RESP�NSIBILFI'IES A. B. C. D. E. F. Caaperate with Owner, Engineer, and Contractor, praviding qualified personnel promptly on notice. Perform. specified inspectians, sainpling, and testing of materials atad methods o�construction. P:r�mptly notify Own�r, Er�gineer, and Contractor of irregularities or deficieneies a�wa�rk that are observed during per�armance of s�rvices. Prepare ar�d disiribu#� reports a£inspection� a.nd tests within t.�ree (3) days of test completian. - . 7nclude the foilowing inforrnat�an �ox each test as we11 as additional data specified in #ha applicable section. • 1.. Date of test 2. LQC�t10Il.O��BSi 3. Specified standa�rds 4. Test results S. Remarks and observatinns The xaboratory is not authorized to: 1. Release, revnke, alter, or enlarge �an �equixer�zents of the Cantrac�. 2. Approve or accept any portion of thEe wark 3. Perform any duties of th� Cantractor �ort Worth Water Depar#ment 0� 410 - 2 Testing Laboratary 5ervices ��:. ,� 3.a� co�v�r�c�ror�°s �spoNs�aa,�r�s A. R. C. D. Cooperate with laboratory personnel; provide access to the woxk oz to man�facturer's operations. � Provxde to 1aba:ratory preliminary repxesentative samples ofmaterials ta be tested in required quant��ies. k'urnish copies a�mill test zeports Furnish labar and equipment: 1. To provide access ta the work to be tested. This shall include, as necessary, any laddexs, scaffold, hois#s, etc. needed by labo�rat4ry personnel for inspec�on ox testing of the work. � f�3 To obtain and handle samples at the site To provide a�cea for Iaboratory's exclusive u�e �or storage o�test 5�T11p�85. I� When changes of the constr�a.ct�on schedule are necessary, coordinate such cha.nges with t.he testa,ng laboratory as requ.ixed: 3.Q�4 EQUI�MENT TES�ING �� A. � The Contractor shall furnish alI materials, labor, and equipment rec�uix�d . for preli�minary field testing of all equipment to be furiraished or for �� _ portians of the wark that h�ve been completed. � ,� � . .!. B. Upon completion of the work and privr to final ac�eptance and payment, q�-� � all equipment #o be furnished shall be fested_as speci.fied or requixed to ��. �nsure compliance �vith the drawi�ngs and specifications. C. 5hauld the eqwipment tested, either £ar preIiminary ar final tests, r�ot comply wifh the x�:quireraez�.ts as set farth on the dxawings an.d �pecificati�ns, �he Contractor shall make the necessary changes and adjustments, or replac�aex�ts as may be zequired,�and at nv cost to the 4wner. - �� � �, �` , ,. � I, �� �i, � i. � l�. All costs of whatever nature fox testing shall he borne by the Cont�actor at no e�tra cost to the Owner. � 3.OS CC}NCRETE �'ESTTNG A. Portland Cemen� Fort Warth Water Deparknent Q1�410 - 3 Testing Labaratary Services 1. Seciu'e from cement rrianufacturer Cextificates of Campliance delivez'ed direc�y io tl�e concrete pmducer for further delivery di�rectly to the �es�g laboxatary. 2. Require the �Certifica�es of Compliance �o pasitively identify the cement as to production lot, bin or silo number, dat�ng and rfluting o�shi�pment, and compliance with specifted s#andards. B. Aggregate i. Provide one test unless chara.cter of material changes, materia� is subst�tuted, ar adc�itiox�al #est is requested by ihe Engineer. 2. Sample froxn conveyar be�ts or batching ga.t�s a# the ready-mix plant. Test for sieve analysis and specific gravity test to deterxnine c�mpiiance with specified standazds. C. Laboratory Design Mix: Prav�de mix design in accordance with ACI 613. D_ Moided Concrete Cylinders: 1. Provide two t�st cylinders af each class of concrete of each day's placement. As a minirn�, there shall be ten cylinders taken far the new wetwell, six cylinders tal�en� fox the ne�w vaive vault, four cylinders taken far the masonry enclosure foundation, faur cylinders ta�cen far the structural rehabilztatian of ihe existing wetwell, arxd iwo cylinders taken for the sidewalks anc� driveways. 2. For every two cylinders taken, test one cylinder at seven days, and � one at 28 days. ' 3. Report the mix, slump, location of concreta placement, and test restilts prior to additian of any pias�cizers. 4. Take specimens and n�a.ke tesis in accordance with applicable AS'T1VI standard specifications. 3.06 MASONRY Provide martar corupressive strength testing per ASTM C-270. Li�nit sarr�pl�es taken io four. Fart Wartls Water DepartmerFt OS414 - 4 Testing Laboratory Servscies � :� � 3.0? �OILS AND MISGELLAIVEOUS TESTING � : Testing and caniral of sails shall be pezformed by tesiing laboratory in accordance w�ith ASTM standards. The Gontractar shall �urnish maierials ta be used in soils testing. 3A8 WETWELL LINING Pe�orm thickness, holiday, and bond strength test in accoxdance with Contract Documents and manufactur�r's recommendatzons. 3.09 SANITARY SEWER AND 'G�'AT'ER iVIA� Perfann testin.g of sewer and water luxe trench backfill campactian, lo�+c►-press�.re aiur test DR videa �nspection of gravity sewer pipe, pressute testing of for�e main and water main, and vacuum test ofmanho�es, as described within the Fort VPorth Standard Specifications. � {' l �' ` ; � , �� � � r I� f �� �,` � � i � 3.10 PAYMENT FOR TESTING A.� Include witlun the Contract Stun an amount sufficient ta cover a1I testing and inspecting required under .ihis s�ctian of thes� specifications, and fa cover a1l testing and inspecting required by governmental agencies ha.v�g jww:isdicfion. B. The Owner will pay far all testing and inspecting specificaily requssted by the Engineer ov�r and abovs #hose described w�ithin tb.e Contraci Documen�s. � 0 �_, Fort Worth Water Departmeat 014I0 - 5 i � Testing iahoratory Services YTEM O1�i30 OPERATXQI�T AND IVIAZ�T3'E�TA1��E DATA PAttT 1 ��NER A T • 1.41 REQUfRMENTS A. : C. Furnish �ox each i#em of equipxnent or system as specified in the individual t�ct�nical specification sections. � Prepare data foa- use by �ner's persannel in the form of an instructianal manual.. Manua.� Fom�at: 1. 2. 3. �4: � 5. � 6. -7. ��. � 8. 9. i0. 11. Si�e: 8-1/2 inch�s by 11 inches 1'ape�r: 20 pound minimum, white for typed pages Test: Manufacturer's printed data, ox neatly typ�writtex�. Three hole punch data for binding and composi.tion; arrange printing so that holes do npt obliterate data. . Provide fly-leaf £or each separate product, or each piece of operating data, with typed description of pxoduct and major campanent parts of eqnipment and provitde with heavy se��zan dividers with number�d plastie inc�ex tabs. Pmvide each manual with the titIe page, and iyped table of conten#�s with consecuiive page numbexs. P�ace contents of entire set, idenhfied by volurne numbe�r, in each bin�der_ Covez: Identi�y �each �volume with typed or pxinted title "Ope�ration and Maintenance NCanual, Volume NO.� �F " if applicable, and list: a. Project title b. � Desitgnate the system ar eq�xipment �ar which itt is intended c. Identity of sepa�rate structure as appIicabl� d. Identity of general subject inatte�r covered 'xn manual. Xdentity af equipx�aent number and specifica�ion se�tzan. Assemble and bind materiai in same ordar as specif ec�. Mate�al shalljbe suitabla fo� reproduction. � Binders shall be car.nmercia� �quality, pexmanent, three ri�a.g binders. Table of co�rt�;nts, neatly written, a�rranged in sys�ematic oz�der: a. Con�ctor, name oz responsible principle, address, telephone numbex. ' b.. List of each product z�uired to be included, indexed to conter�t of each volnm�. c. List wi�.h each. �roduct: Name, address, and teIephane n�ber of subcontractor, supplier, installer, and ma�ntenance contractor, as appropriate. � Fort Worth Water Departme�t . pI430 -1 �� Opecaation and llilainter�ance DaEa d. Identify each pzoduct by�praduct name and other identifying numbers or symbols as set forth in Contract Docwmenis. �2. Product Data a. Inalude only those sheets that are pertinent to specific product. � b. C1�arly annotate each sheet to: I.) Identify sp�ci�ic product ar part instalIed 2.) Identify data applicable to :ua�tallation. � 3.) Delete reFerences to inappticable in�ozma#�on. 13. Drawings: Suppiement praduct data vvith drawings as necessary ta ciea�rly ixlustrate: � a. Relations of component paxts of equipment and systerns b. Contxol and flow diagrams c. CQord�nate drawings wxth project xecord dociunents ta assure coz�'ect illustration of completed installation. d. Reduced ta 8-I12" by 11", ar 11" by l.7" folded to 5-1/2" by � 1". e. Identif.y specification section and product on dxawings. ' 14. - Instnlctions and Procedures: Within text, as required fo suppl�ment product data. a. Handling, storag�, maintenance during storage, asse�nbly, erection, installatian, adjusting, testing, operating, shutdovtm in eme�gency, troubieshoo�ing, maintenance, initer.face, and as zn.ay be otherwise required. b. Organuiz�; in a consistent forflaat under separate heading for , each differentce prvicedure. c. Prov�de a Iagical sequence oimshuetxa��ns fnr each procedur'e. d. Provide informat�on sheet far Ov�mer's personnel, uieluding: . l.j Proper procedures in the event o� �ailure 2.) �stances that migh# affect the va�adif.y of . u� warra.nties. 15. Warra�nties, Bonds; azid Sezvice A�reements: In accordance with , Item 41700, Coz�tract Closeaut �.02 MAN[J.ALS FOR EQiJIPMENT AND SYSTEMS �. Content for each Unit (or Commpn Units) and System: I. Description of u:n�ts and componeni parts, including contro�s, accessories, and appurfenances. � � a. Function, normal operating characteristics, and limiting ' conditions. Fort Worth Water Department 01430 - 2 Qpezafian and Maintenance Data �' ,�ti � _�:- �' �> � ;��, b, Performa�ce eurves, engineering data, nameplate clata, and test results. c. Complete namenclatt�.re and cammercial number bf replacement parts. 2. Operatuig Pracedures: , . a. Stari-up, break-�in, routine, and noxmal ope:rating instxuctivns. b. T�st pracedur�s and results af �actory tests where required. . c. Regulatian, contrul stnPping, and emergency inshuctians. d. Description ofoperat�n� sequence.by a control maxlufacturear. e. Shutdawn instructions for bo�h shnrt and e�ttend�d durations. % Saf�ty �recaut�ons. . g. - Instaliation instructians. 3. Mainienance and Overhaul Procedures: a. Rout�ng ape�rations � b. Gil1C�e tD �.'b11X?�BSilOOtlIlg c. Disassexnbly, rexnaval, re�air, reinsta�lation, and a-eassembly. 4. I115t�1�iA0i1 ll15ClUC�lOi15; includin� alignment, adjusting, ca.�ibrating 5. Original manufacturer's parts 1ist, illustrat�ons, detailed assembly drawzngs showing each part with part �umbers and sequentially numbere� par�s list, and cliagrams requ�red for maintenance. 6. Where applicable, iden�ify insta�Ied spares and other provisions for £uiure work. ?. Manufacturer's printed operating and maintenance instruc�ons 8. As-�installed, color-�oded piping diagra�rris . B.. Mai«tenance Surnu�ary 1.� Compi�e an individual maintenanc� summary for each applicable equipment item, respective unit ox system, and for component or sub-units. � 2. Include detailed 1u�rication instn�.cf.ions and diagra�ns shawing noints to be greased or oiled, recommend type, grade, and ten�p�rature range of Iub�can#s and frequency of lub:�cation. 3. Recommended spare parts: a. Data to be consistent with manufa�furer's $iIi of Material5/Parts List fixrnished in O&M manuals. b. kmvade MSDS shee� £or all chemicals and lubricants C. Con#enit for Each Electric or E�ectronic Item or System , 1. D�scription af Unit and Compaz�ent Parts: a. �runctinn and normal operating chazacteristics �. . � - _I. � Fort Worch Water Departnsent (f 1430 - 3 Operation a�td Maantenance Dara I b. Perfoznaa�ce curves, engineering dafa, nameplate data, and test data. c. Cornplete nomenclatt�e and commercial nuxr�ber of rep�acement pa�-ts. d. Interconnection wiring diagrams, inciucling control and light�ing systems 2. Circuit Direetories o�'PanelUoards a. � Electrical Service b. Conirols c. Coxnznunications 3. List of electrical relay settangs, and control and alarm seti�ngs. 4. Electrical intercoz�nec�ian diagrams by contral manu�acturer � 5. As-installed control diagram by cantrol manufacturer b. Qperati�ig Procedwces: a. Routine and normal operating inshuctions b. Sequences required . c. Safety precautions d. Special apexating instructions 7. Maintenance Pr�cedures: a. � Routine operations b. Guid� to troubleshooting c. - Adjus�ment and checkin:g d. List of relay settings, coni3rol and �l.arm cantact settings 8. Manufacturer's pxinted aperating and maini�nance instructions 3. List of original manufactUrer's spate parts, manufactUrer's current prices, and recommended quan�ities ta be mai�ta,ined in storage. 1 A3 MAN UAr,S FOR MATERIALS AND �"Il�SHES A. Con#ent for Arclutectura� Prvducts, App�ied Materials, and Fi�nish�s: �. Manu�achu�:r's da.ta, givi�� f�ll ix�nrma�tion on products ,. .�. a. � Catalog number, size, aud compvsi.tian , � b. �Coior axad te�ture designations � � c, Infoxrnation required for rearclering manufach�red praducts �- �. 2. Insinictions for Care �d Main�enance a. Manu£achueir's recommendation for types of cleanir�g • agen�s and methods _ b. Cautions against cleaning agents and �nethods tha.t are detrinaenta� to prod�ct. . c. Recommend schedule for clea�ing and maintenance. B. Conten# far Maisture Protection and Weather Exposed Products 1. � Manufaciurer's data, giving fu11 infa�atior� an prnducts a. Applicable standards �ort Workh Water Department 4 i 430 - 4 Qperation and Maintenance Data b. Chemical eomposition c. DetaiLs ofinstallatio� 2. �nstructinns for inspections, ma:�zitenarfce, and re�air. PART 2 PRODUCTS — �iot Applicabie PA,RT 3 EXECUTTON - Nat Applicable 0 Fort Worth Water Departtnent OI430 - 5 Oper��ion aad Mainter�ancs Data � PART 1 GEIV�RAL ITEl� 01�00 �'�MPQRAR�Y' �ACI��T�ES A1�iD CQi�1TROY.S 1.41 D�SCRg'T`ION A. Th� facilities and cantrols specified in this sectxon are considered '� ' minimuin for the p:roject. The Contractor may pravide additional facilities and controls whic� he cansiders necessary for the proper. execution of the work and to meet his responsibi�i.ties fox protection of persons, p�roperty, � and the environme:nt. S. The Contractor shalI fiirtiish equ�pment which will be efficient, apprflpriate, and la�rge enough to secure a satisfactory quality. af work, and a ra.te of pxogress which w�li ensure the completion of �e work within t�ie time stipulated in the Co�atract Dvcuments. C. The Contractar sha11 be fully responsible fa� providi�ng all temporary diversion, and dewatering pwmping and piping, plurnbing, heating, ventilating, lightan�, temporaxy strucfutes, and such other items requir�d ta mair�tain the wastewater coilect�on operataons withix� the scheduling requirements contained in the Contract Dacuments. Fa�l�re to show a1i detazls of temporary pipi�nng and t�mparary cornstruction on the drawings or in #he specifications sha.11 �ot relieve the Cantractor vf the �esponsibility far r.anstructing the improvements withou� interrupting wastewate:r collection opera�ioris. , �r� � PA�RT 2 PRODUCTS — Not Ap�alicable PART 3 EXECUTION �.a� u�ra,r�s A. Sazutary ��cilities: The Gontraetor shal� provide and ma�intain tailets and oth� �sanifary faeilities for his employees and his �ubcon#ractor's employees that vvill co�nply with the regulations of the State and IncaI health deparimenis. B. VV'ater f�r Canstruetion: The Contractor rnay use water from existing water service dnring �ife o£ contract free of chaxge. Conttactor sha�l, however, arrange for the necessary texnporaxy vc►ater servi�e, if xequired, �izxcluding the securing of an.y necessary permits and meter. �� f � �� � f "' C. E�ecl�nic Power �or Construction: Contractor may u�e �s#ing receptacles found at lift statian site for project electricity. However, if Contxactor's Fort WorEh Water Department 41500 - I Temporazy Faciliries and Cantrols electrica.i laad requirement exceeds zeceptacle ratzng, the Contractox sha11 cao�.inate �rrith Oncar at�d make a,rrangements for pro�iding t�mparaty eIectrical paw�ex. Th�: Coniractar shall naazntain the temporary e�ectric power system during the contract period at his expense. Electric power obta3ned t.�raugh the fempaz�ary service shall be paid for by the Contractor. The temporary systems and their components sha11 be fumished and ir�sfa.11ed in confarm�nce with the z�equuements of th� National Electric Code (NLC}. 3.02 WASTE Pxovide approved con#aix�ers for collectian and disposal oiwasfe materials, debris, and rubbish. 3.�3"` .. SECITRITY AND T�MPC�RAI�Y APP�.ZC}VED PR4TECTI�N A. • Furnuish, ix�.stall, and main#ain s�itahle barriers and protec#ion to prevent public eaa.try, and to pzotec� the work, existing facilities, and existing roads from cons�uction opera�zons. B. T�xe Cont�ractvr s�all tak� alI necessary m�easures and be solely responsible for the protection oftemporary facilities, finished construction areas, equi�ment, and materials at the site until t�e pmj ect has been co�m.pleted and accepted by the 4wn.er, . 3.04 SIT� Mt�Il�T"TENANCE A. E�cept as pravided herein, no szdewalk, private propez€}►, ar other a�eas adjacent to the Iift.s�ation site shaIl be used �or storage ofthe.Contractor's equipme�t and materials unless prior written approval is ab#ained from the Iegal owner. _ " B. At aIl #imes, the Cantractar shall maintain azeas cavered by tl�ie contract and pablic pmperties free from accumulation ofwaste, debris, an,d nxbbish caused by conshuctivn operarinns. � All trash ar�d waste materials slxall. be � cleaned and disposed an. an approved waste xeaeptacle each day. C. Excavated m�.te�ials sh�a11 be removed from the site in a xnanner that wili cause t�e least damage to adjaceni lawns, grassed areas, trees, garderas, shrubbery, or fences regardless of v�+hether these are on �rivate pxoper[y or public right of ways. � Fort Worth Water DeparEznent 0150D - 2 Temporary �'acilities ar�d Controls ��-: �_ ITEI�JI �1G00 1�7ATERIAL AI�D EQUIPMEI'�TT PART 1 GENER.AL � �, 1 A 1 REQUIREMENTS - Provide material and equipmen# as specified canforming to th� following: ,�'t A. Comply with size, make, type, and quality specified, unless specificaIly authorized in writ�ng by tl�e Eng,�neer. : PAR.� 2 PART 3 Manufact�red and Fabr�ieated Products 1. Design, fabricate, and asseinbte in accnrd with the best en�ineering and shop pract�ces. 2. Man��£acture lx�e parts of duplicate units ta standard sizes and gages, to he interchangeabl�. 3. Praducts shall be suitabXe far service conditians. 4. Equipmen� capacities, sizes, arid dimensions shown or specified shaZI be adhered to unless varia�ons are specifically approved in� wnting. 5. The �ateria�s a�id equipxnent used on the wark sl�all correspnnd to tk�e approved samples ar othe�r submitted data. PRODUCTS — Not Applicable � EXECUTION 3.4� MATERIALS AND EQUiPMENT A. Materials and equipment ineozparated into the work shall: 1. Be new and a"n curre�t produc�on, confa�ming ta �plicable specifications and standards. 2. Comply with size, make, type, and quality specified, ar as specifically appraved in writang by th� Engineer. B. For prnduc#s speci.fied only by reference standazc�, selec# any product meeting that standazd. C. For products specified by naming several pmducts or x�nufacturers, select a.�y one ar the products or �nanu�acturers named, which complies with the specifications. Fort Worth WaYer Departmeut 01600 - i Matet7ial and Bquiprnent D. For products specified by naming one ar more producits or manufactuxers ax�d "or eq�a,l", �an�ractor must submit a request fox substitutions �or au� pzoduct or manufact�rer not specificaIly natned. �.Q2 REUSE OF EXISTING MATER�AL A. Except as specifically indicated or specif�ed, materials and eqwipment xemoved from any exisiing structure shall nat be used in the completed work. B. Anange for trarisportaiion, storage, and handling o£products whieh requ�re off site storage, restoration, or renovation at no additional cost. 3.03 SUBSTTTLJTIONS A. For a period of thirty (3Q) days after the date of the Work Oxdcr, Engineer wi11 consit�er written requests from the Contxactor far substitvtion of praducts that a�re specif eally called out with a product name. B. Submit to the Engineer a separate reqnest for each pxoduct, supported with coxnplete data, with dxawings and samples as appropriate, incluc�ing: 1. Com�arison of the qualitzes of the praposec� substitudan w�i�h that specified. 2. Changes required in other elements of the wark because of the substifiztiax�. 3. Effect on the constxuction schedul� 4. Cost data comparing th� proposecl substitution wzth the proc�uct specified. 5. Z.isting of any req�.ired license fees vr rayalties. 6. Availability of maintexxance serviee, and source of rep�acernent �aterials.. � C. Enginee�' shall be t�e judge of the aoceptability of the proposed s subs�.tu#aon. D. In submuiriing a reques# for a�ubstitution, the Contractor xep�ese�#s to the Owner and Engineer that he: 1_ Has invest�gated th� proposed� pmduct and determined that it is �qual to or supeziar in all respects tu that spec�fied. 2. i7Vi11 provide the same warranties or bonds far the s�bstitutio� as fa:r th� product specxfied. 3. WaII coordina�e the installation o�an accepted substitution into the work, and �nake such other changes as may be requi.red to make the work c�mplete �n all respec�s. �ott Worth Water Departmen# 01600 - 2 Materiai and Ec�uipment �..,, 4. �Vaives all claims for additianal costs, ur�d� his respansibility, whieh may subsequent�y become apparez�t, S. Any incidental cost assoczated with using alternative products shall be born� by tk�e Contractor. ' , E. Engineer will review requests far substitutians wxth reasonable � prom��ess, and not�£y the Con�ractor, xn writing, af the decisian to accept or rej ect tb.e requested substitu.tion. The Engineer shall be th� sale judge of the acceptabiIity of any proposed substitution. 3.04 COMPLIANC� WITH MANUFACTURER'S TNS�RUCTIONS A. When Contract Docum�nts rec}ui�e that tl�.e installation of work comply �, with manuiacturer's printed. ix�struc�.ons, obtain and distribute copi�s of such instrtxctzons io paTties involved in the installation, including two capies to Engin�ear. Maintain one set of comple#e instructions at th� job g. site during installation and until campletion. B. Handle, install, connect, clean, condiiion, and adjust products in strict accord with such instructions and in confoxxnance with the contract requiremenis. C. 1V�anufachuer's �recommendations are minimum standards for handling rnaterials and equipment and the-installation af the work. If the project drawiugs and specifica�aons are more shingent,. the requirements of the - drawings and specificatians shall govern. D. Should3ob concUitions or specifed requirements caz�i.ct with the xnan.�ac�urer's inshuctivns, consult Engineer for further ins�.ruction. E. Da noi proceed with work� withaut c�ear instructions. ' � F. Per�orm work �in accordance with manu€acturer's instnzctions. Da not • - om%t any preparatory step or instal�ation procedure ww�l.ess specifically �'' � authonzed by the Engineer. �� G. Manufacture�r �hall supply to the City a Certificate of Compliance on ��'. equapmen� fiarnished� that i# meets the specificaf�ott xequirerx�en#s and has � be�n installed in accordance with manufacttuer's insfx uctions. 3.45 � TRANSPORA'TTUN AND HAI�DLING OF MATERIALS AND EQUIPMENT A. Materials and equipm�ent ta b� incarpor�.ted in the work shall be handled :�`� � and stored by the ma.nufacftxrer, fabriaatox, supplier, and Cani�ractor �_ before, dur�ng, a�d aftex shipment in a manner to prevent wa:rping, ��.. _ - .-� i; _ � I� Fart Worth Water �Tepariment . O L 611D - 3 Materia[ and Equipment i Ey . ' � Lwisting, bending, breaking; chipgzng, rusting, and a�y injury, theft or damage a� any �d ta the �ateria� or equ�ipment. B. Ec�uipment s�aa1l be shipped as Iate as possible to assrxr� its availability when required by t�e Cnnt�-a.ctor's sched�xle. The inYe�t of tk�is requiremeni is to reduce on-site.stnrage t�me prior to installatiox� aiad operation. Under na circumsta.�ces shall equipment.be delivered to the s�te more than one month gzinr to instauation without priox written aut�toriza#�on �rom the Engineer. Equipment shall not be shipped unt� the submxttal review process is carxxplete. C. Deliver prodt�cts in ur�damaged conditia�, in manu�actt�rer's origznal containers ar packaging, witk�t identifying labels intact and legible. D. Imm�diately on delivery, ins�ect shipme;�ts to asswr�: comp�iance with requirements ofcontract documents and approved submittals, aaxd t�at praducts are praper�y prote�cted and undamaged. NotkfyEngineer immediately upon receipi af shipme�t. E. Pravide equipme�t and personnel to handle proc�ucts by methods to pr�vent soilzng or dam�age to praducts vr packaging. F. Materiais. and equipment delirvered to the job sk�all be unloaded and pIaced in a manner which will �no# ha�np�r the �zormal operatiax� af the existing lift stat�an or inte�rfere wi�h the flow of st�eet traffic. 3.06 STQRA�GE 11ND pROTECTI4N OF �VfATERIALS AND EQUIPMEN'� A,. Mate�als and equipmen� tn b� incarporated �izn ttie wo�rk shall be �and�ed. and stnxed by the manufacturer, fab�cator, supplier, and Contractor before, during, and after sh�pment in.a ma�n�r to prever�t war�ing, twisting, bending, b:reak�:ng, chipping, rusting, and anY �.J�Y� thefi, ar damage o:f any kind to th� matexial ar equipment. B. Spscial attention sha11 be given to the storage and �Zandling afequipment on szte. Ec�uipment s#orage will tae approved by the Engineer. As a mi�nuiznum, the pmcedure outlined t�e3ow shall be fauvwed: � �. Eq�xi.pme�t k+aving m�ving parts such as.gears, eIectric motars, and insixurnen#s sha�l be stared in a temperature and humidity . . controlled builduig app�rove by the Engineer, unti� ��xch tune as the equipment is to be instal�ed. 2. Equipment sha11 be stored fu�ly lubricated with ail and grease, unles� othervvi�e ainstnicted by the mauufacturer. 3. Manufacf urer's storag� inst�ction shall be carefu113� studied by t�e Contractor and reviewed by th� Engizxeer. These ixxstruc�ans shall �c�zt Worth'i�itaterDepartment OIdflD -4 Material and Lquipment � . � �: - be carefiilly �ollowed and a written r�co�d shall b� kepf by the Contractor. 4. Moving parts shall be rota.ted a minimwn of once weekly ta insure praper lubrica�ion and to avaid metal to �etal "welding". 5_ Motors and otk�er equipment fitted with electric he�t�rs sha11 have :� ; t�e heaters maintained in an energized cnnditiori at all tix�es, C. indaors 1. Star� products subject to dama�e by the elements in weatherproof enclnsures. 2. Maintain temp�ratuz�e and humidity within the ranges rec�uired by . the manufacturer's inshuctions. 3. Connect and energi�e motor heaters and ather equipment space heaters during stvrage. D. �utdoors :� � �1. Stara fabricated praducts abvve the grounc�, an bloeki�g or skids, prevent soiling or staining. Caver products that a�re subj ec# to detexxoration with i�mpe�vious sheet coveri.ngs; provide adequate �entilation to avaid cnndensation. 2. Store loose gran�lar materials in a we11-drained area on solid s��r�aces to prevent mixing with %reign rriatter_ 3. Arrange starage in a manner ta pro�ide easy access for inspection. Make periodic inspections of stored products ta assu.re that produets aXe maintained under speci.fied conditions, and az�e free -- fi�a� dama,ge ar deteriorat�on. ' . 3.p7 APPURTENATE TTEMS �; A. P'rovid� wedges, shirns, filling p�ieces, keys, packing, grout, or other mater�ia�s necessary to properly align, level, and secwre apparatus in place. �� Parts intended to be plurnb or level sha11 be pmven �actly sa. Grinding �g necessary to bring parts ta proper bearing aft�r erestion sha11 be done. B. Provide openings, channeis, and chases, and install anchor b�ults and ot�er '� � items to be embedded in concrete, as �equixed to complete the wark under �, this ca�tract and do all eutting and patching as rer�uired. C. Furnish sleeves, inserts, hangax�, and anchor balts, reqrxired far ihe executi.an of the instrtunentaiion and electrical work, specified and shawn on the drawings. Yn no case shall beazns, lin#els, ar other ssir�ctwral membex�s be cut witUout the app�roval of the Engineer. � 3.08 ��TSPECT�4N E1ND TESTIlVG FOR ACCEPTANCE �, L Fort Worth Watcr Deparbment 41600 - 5 Material and Equipment .A. Furnish aIl materials or specimens for testing and a111abor and facilities fox inspection of eqwipment and materials: B. If the Owxze�r requires, eithe�r prior to beginning or during the progress o� �he wark, the Contxactor sha�l submit samples or materials foz' such special tests as may �e necessary to demonstrate tha# they �ornply �ui#h the specifications. Such samples shall be fumisl�ed, store�, packed, and ship��d as directed at the Contractor's expense. Except as otherwise noted, the �wner will make arrangerne�ts fflr and pa.y for the tests. C. Delay o�' approval resulting from the Cvntractor's failure tn submit samples or da#a pramptly shall not be used as a basis of a claim against the Owner or Engtneer. 3.D9 RE�ECTI.ON OF MATERIALS AND EQiJIPMENT A. Materials and equipmez�t wlxich, in the opznion of the Engineer, have become so damaged as to be unfit for the use in�ended or specified sha11 be promptly removed from the site of Work. The Cont�actor shall receive no compensa�ion far the damaged xnaterial or its removal. B. Damaged material and e.c�t�xpment sha�l be replaced at the Cont�ractor's �xpense. 3.1 Q P�tOTECTI4N A�TER INSTALLA'�'ION Provide substantial coverings as nece�sary to pratect installed products from damage froz�ra� t�raffic and subsec�uent constructaon operations. f� Faxt Waxth Water Deparlment 0164Q - 6 Materiai and Equipment s i �-... � rrE� al�s� TESTII�fiG ANA STARTC7�' �'� � PART 1 GENER ar. �.ai suBMrrT.�� .A.. Submit to Engsneer,.fox' appmval, start up and �est schedule rninisnum of � 30 days prior to cammencing work specified in �his s�ction. B. Subrnit to Engineer, a minimum o�three copies o�manufaciurer's r�prese�.tative's installatian report, fi�Id te�t da�a, test xecords, and a log of the testing aud s#art up �acet��re for each iterr� of equipment and system. 1.Q2 SE.I�VICE OF MANUFACTURER"S REPRESENTATIVE A. The contract price for the pxoject sha11 include the cost offw7nishing �� car�petent a�d experienced personnel wh�a sha11 represent tk�e manufacturers and shall assist the Coz�traciar, to in�tall� adjust, and test th� � equipraent in confornnity wi� the Con�t�ra.ct Documents. �3. A,fter the equipment is in�talled by the Contracior, such persar�el �hal1 make all adjustrne�fs and tests required to pza�e �hat such equipment is in praper aai satisfactvey operating conditaon. PART 2 PART 3 P�ODUCTS — �E�ECUTI4N Not A�plicabl� 3.01 TEST]NG 1�ND S�'.ART�.TP PI�AN .A. Submit plan wlxich include.s a schedule, of manufacturer's representative visi#s and foz testing and stariup of a11 eq,uipment and s}istems provided with t1�e work. � B. Ittclude in the starlup p1an: - �" 1. Sequences ', 2. Lock out procedu.res and sa�ety.precau�zo�is 3. Utality requiremex�ts C. T�a.e plan shall include ihe manufacturer's representa�ive schedule with the name of the represen#ative, date, and purpos� for each visi� ident�f ed. �r Fart Worth Water Depa�tmern p 1551-1 Testing and Stazttip 3.02 3.03 PREPARATION A. Coznplet� equiprnent :installaiian with cantro�5, ,safety devzces and at�iliary suppart systems necessary ta staxt ths equipment a.rzd veri�y the equipmen# funciians correctly under no load canditions. B. C. D. E. F. G. H. �. J. K. REmave tsmporary bracing supports and other construc�ion debzti.s that may damage equzpment, Remove protec�ive coatings and pils used for protection during shipment and installation. Fl�sh a�d Xubricate systems u� aaco�edance with Manufacturer's arecornmendatitnns. Install tem�orary connections aud devices reguired #o fill, aperate, checkout and drain the system. Check eqUapment for correct direction of rotation and freedom of maving parts. Align equipmex�t #o manu£ac#urer's tolerances. � Check installation priar to start-up for conf'ormance to �ufaet�er's insi�uctxons. Adjust or modify equipme�t to make equipment properly op�rational. Correc# any deficiencies or problems noted in xna�u�acturer's representat�ve znstallafi�on xeports. Subrnit n��anufacturer's represexrtative's installataon reports with conrect�ve action noted. 'I'ESTING AND STARTUP A. Begin testing and startup p�nacedures after approval by Engineer of testing . and startup plan and after receipt of manufactitrer's insta�lation repo�t. B. Make final co�nections to equipment and complete the sysfem installation z�ecessary to appl.y the system loads to �he equip3xzen� and verify the equipment fi�nctions correc�ly. C� Start equipment according to manu�acturc:r's ins#ruc�ons. Fort Wort�t Water Department 01651- 2 1`esting and Startup D. D�aerate the system thraugh the design per%rmance range consistent wi#.� the available flaws. AdSust, balance, calibra.te, and check nut �he equip�nen�, safely devices, con#�rols, and paracess s�rstem ta operate within the design conditians. E. Perform acc�p�ce test as outlzxzed in Item � 1316 — Submersibte Pumps. Alsa perfonm acce�tance iest as outlined in Section 16220 — Standby Genexatoz. � �. Sub�it log of testing and sta�tup procedur�, field data test, and applic�bte test records to Engineer and Owner. m �'ort Worih Water Department 0163 i- 3 'Testing and 5tartap 1 S � ., � -� ITEI� �liOU C�1�'TRACT CLOSEUUT PART 1 GENERAL 1.01 �COP� .A. Comply with ihe require:ments sta#ed in the Contract Documents in cIosing out the work. B. Cornpiy with re�afed requi:rements in o�he� parts of the �ontract Dflcuments, including fiscal pxovisions, legal submittals, a�d additional adininistrative reqiurem�nts. � -. PART 2 PART 3 3.01 FIlV,AL Il�TSPECTYON FRODUCTS — F�,XFCUTI�N Not Appli.cable A. When #he Contractor considers t�e vvork �nmplete, he shall submit w�ritten cert:i� cation to the Engineer that: s� I 1. Cantract Documents have been� r�uiewed 2. Conha.ctar has xz�spected fox compliance with the Confract Dacu.ments. - 3. Work ha� been completed in accordance with Contract Documents. 4. Equipment and systexn,s have been tested xn presence of the Engineer ax�d Owner's x�epresentative and are operational. 5. Work is completed and rsady for fnal inspection B. The Owner and Engineer will make an inspection to vexi�y► the status of completion with reasonable prompiness after �reeceipt o£such certification. r , C. �hould the work be designated as incomplete and defective: h� . i � --. :�. i � 1. Engimeer will prc�mptly notify the Contractox in writing, listing tl�e incomplete or defective work:. 2. Contraetor shall take immediate steps to remedy the stated deficiencies, and send a second written certification tn #he Engineer that the work is camplete. � 3.� The Owner and Engineer will re-anspecf the wozk. 4, When the work i►s accept�ble under the Caz�tract Docuxments, the Con#xa.ctar shall be requested tv mak� closeout submittats. � Frnt Worth Water Depattment a� �ao -� �I i ,� � Cantract Gloseaut �.az 3.03 CONTRACTOR'S CL�SEOUT SUBMITTALS TO OWNER/ENGINER Praject Re�ord Doc�aments to comply with Item 01720 Oper�iion and Main�enance �]ata #o cornply wit� Contrac# Documents Evidence ofPayment arid Release of Liens: Submit the following in such form as approved by the Engineer: , A. B. C. �. 2. 3. , Contractor's a�fidavit of payn�ent of debts and claims. Contractor's af�davit ofrelease o�liens, witl�: a. Consent of swrety to final payment b. Separate �eleases or waivers of lisns for subcont�actors axad others with lien rights against praperty of Owner. All subrnittals shall be duly executed before �e�ivery to Engineer. Certificate af Insurance for Products and Campleted Operahons Equipment Waz�ra��ies and Bonds, see requirements of Ttem 41754 Certification from a11 manufa�turers of proper equipment installation, testing, and demonstraiion as specified in Contract Documents. D. �. �. FIlVAL ADNSTIVIENT OF ACC�UNTS Subnut a final statement o�accaunting to Engine� A. Statement shall raflect all adjustments to cantract sum: li 1. Omiginal contract �un Z. Addidons o� deduetions rest�l#u�g from: a. Prerriaus change orders b. Deductians for uncorrected work c. Deductions fox lic�uidated damages � d. Other adj�rs�ments 3. Total contract suxn, as adjusted 4. Previous payments 5. Sum remaining due C. Engineer and Owner will prepare au� final change orclers, xeflecting approved adjustrnents to contract sum which wexe nat made by previous change orders. ,� Fort Worth Water Department 0176� - 2 Contract Clnseout �-- gn . 3.Q4 FIN.AL APPLICAfiION FOR PAYMENT �- � Contractor shall submit the final applicatian �ar payment in accozdance with procedures and req�.irements stated in the Contract Documents. : Fina1 payment sha11 not be approved until all Contract Closeout rrequireme�ats have been x�et and ali other eantxact requirements fiulfilled. Fort Worth Water Depat#�nent 01700 - 3 Coatract C�oseout s ' 7 � � ��� �. . iTE1V101720 PROJECT RECORD DOCUIVIEIRTS PART 1 GEIV�R.A.L 1.01 SCPOPE A. Pxepare az�d ma.intain record docaments �or the project to accurately reflect the const�uc�ion as built. Docuruents must he subinitted at waxk campletion as a condition for final acceptan�e. B. Meet wit.� the Engineer's represanhative rnonthly ta review as-br�ilt plans. �a�ress payments �wi.11 not be approved unless Record Documents are up fv dat�. . �PART 2 " PR(]I]UCTS - PAItT 3 -- EXECUTYON 3.01 MAR�ING Not App�icabie Mark a11 changes with a red pe�cil. �: 3.02 RECURDING .A. Keep record dac�unexrts cunrent �' . I: � ." �' �; ,� ��. ��,,. �_ �. �� { � ;, 3 � F B. Stam.p each docuzz7ent "PR�JECT RECORD" in neat, Iarge, printed letters. Leg�ibly maz-k contract drawings to record actual cvnstruction: 1. Horizontal and vertical Ioeation Qf underground and under-slab utilities and appurtenances referenced to permaneni stuface unpro�ements. 2. Location o� internal utilities and appurtenarices areferenced� to . permanent sux�ace irnprovements. 3. Fie�d changes of dimens%on and detaal 4. Changes made by chaaige order. 5. Details nat o�n nrigxnal contxact drawings C. Legibly mazk speeifications and addenda to record: i. Manu�fact�uer, trade name, ca�alog number, serial x�umber, arid - supPlier af each product and item of eqrupment actually installed. 2. Char�ges made by ehange order or field arder 3. Ot11er matters no� origin�ally specified. ��rt wo� w�c�r n���►t 0172Q -1 Projeck Reenrd Documents 0 3.a3 SUBMITTAL A. At pzaject completion, deliver recQrd dac�rnents ta the Engineerr. Place all letter-sized material in a thyree ring binder, n.eatly indsxed. Bind contraCt drawings and sho� d�awings in rolls of convenient size for ease of . handli.ng. ' B. Accompany the submittal with a transmittal le#ter in duplieate, contain�ng: 1. Date 2. Project ti#Ie and �umbe� 3. Contractor's naane and address �. Title and number of each xecard documen# ' � 5. Ceriification that each document as submitted is carnplete and acc�rate. 6. S:ignature of Contractox. � � 4 Fort Worth Water Depariment Q]?2D - 2 Project Record Documents �T . � � � I ITE1� 01750 �VARiiA1�TIES A1�TD BONDS PART 1 GENERAL I.O1 SC4PE ,A, Pr�vide duplicate, nv�anzed copies of warranty documents. Execute �` Contractor's submi.ttaIs aud assemble documents executed by subcnntractor�, suppIiexs, and manufacturers. Pzov�ide table oi cor�#ants and assemble in binder with durable plast�c cover. B. 5ubxr�it material prior to fnal application �'ar payment. For rtems o£work delayed materially beyond the date of Substantia� Com:p�etior�, pravide �; updated submif.taJ within ten day� after final acceptance, listing date of fmal acc�p#ance as start a£warranty period. C. Maintain and keep in good �repair the improvements �overed by these drawings and �pecxf catians duriz�g the life of the Cont�act. �, D. Inde�nnify the Owner agaiu�st any zepairs which may becom�; necessary to any part of the work perforined and to items of equipment and systems � procured for or fr�rn�ished under t�uis Cantrae#, arising from defect�ve �� - workmanship or materials used ti�erein, for a period afr two (2) yea�rs ai�er date of final payment�by the C?wner for the work. Such warrantypez�ad +,._� � sha11 be provided by the Contractar regardless vf suppIie7r's standard ' � warranty piovisians. ,y ._ E. The Contractor s1aa1X, at his own expe�ase, fivaish all labnr, rr�aterials, .` #oo1s, and equipment required, and sha11 make such repairs and remavals or sha11 pex�orm sn.ch work o� reconstruction as may be made necessary by �.' .• any stnzctural ox fiinctional de�ect ox failure resulting from neglect, fauity � wox�nanship, or �aulty materials, in �y part af the work performed by ' hun. Such repair shall also include refilli.ng aftrenches, excavations, or e� embankments which show settIement o�r erosion after b�.ckfilling placement� F. E�.cep# as noted on the drawings ar as specified, all stnr.ctu7res such as emban.kme�ts and fences sha11 be rekurned ta #heix ori.ginal cnndition prior to �he conapletion af the Contract. Any and a11 damag� to any �ac:ility nat designate far r�;moval resulting fra�n the Contzactor's operatiansx shall be . promptly repaired by the Contractor at na cost to the Own�r. ��- G. In the event the Contractor faals to �roceed to remedy the defects ofwluch he has been nori�ed w€thin fifteen (15) days of the date of such notice, the � pwner reserves the right to cause the required materials to be procured �� 4 • �i. I�ort Worth Water Departrnent O i 7S0 -1 Warranties and Bonds �; - ; and the work ta be done, as described in the drawings and specificatians, and to hold the Contractor and the sureties an his band liable fa�' the cost a�nd expense the;rea£ H, Tn the evez�t that immediate z'epairs are necessary to continue aperations at the �acility, fihe Owner reserves the right to cause thase repa.irs to be made and hold the Contractor liable for the expense of such xspau�s. In such a case, every reasanable effort vvill be made by �.h� �wner to �oi�f}r #he Contractor in advance but, failt�e a� such notification sha11 not cons�itute a waiver of the Contrac#or's �iability. In �n,y case, the Cantxactor will be notified as saon as reasonably possible of the need for such repaixs. I. Not�ce to Con�ractor for repairs and reconstructiori wzll be made in the form of a�registered letter addressed ta the CQntxactor at his home office. PART 2 PRODUCTS — Not Appiicable PART 3 EXECUTION - Not Applicable Port Worth Water Departiment 01750 - 2 Wamanties and Bonds � i i f "' � . �lil 0��� O SUBSTJRFACE I1�TV�STIGATION PART I G�]ERA.Z, ;� 1.0 � SCOPE Sail investigatians were accomplished on the site far use in the design of the �%, proposed �acilities. x.a� �ELATET� REQU�REMENTS �` A. Item 02220: Structura� Excavation, Fill, and Backfiil B. Ztem 02530: Dewatering and brainage PART 2 PRODUCTS - Not Applicable PART 3 E�EC'[J'�'ION 3.Oi SC?IL INVESTZGATIONS REPORTS A. A geotech�ical i�vest�ga�ion, including a soil boring, was conducted at the . lift sta�ion site on July 7, 200� by Landtec Engineers, LiC 545fl E. Loop 82U Svu#h, F°ort Worth, TX 761.19, The report is attached to these cantra.ct docwnents, labeled as "Appendix B" — Geotechnical Report. '. B. Subsurface in%rmat�ion contained wi�hin the above report ar indrtca�ed on �� the drawings was obtained by the Owner solely for use by the Engineer in - �, establishing design criteria for the pro�ect. The accuracy aftbe information is n�t guaranteed and it is not to be construed as part o�th� ��; project specificatians governing construction on the p�raject. Neither the ��: Owiaer nor the Engineer accept any responsi�bility for any deviation in soi�. = types ancVor depths showri on #he borings. - 3.02 CONTRACT4R'S R.ESPONSIBII�TY .� � A. The Cantractor shall r�:view the available soil report and boring log az�td . any�othe,r material prior �io bidding, and make his own det��nations as to . aIl-subsurface condi�ions. Boring data. only �dica#es subsurface � k` eonditions at #�he borix�g location. � B. Tb.e Contraetor's attention is directed to those partions of the soil reports ���?� that outline ground water conditions at the site. Con�ractor is tQ make his �,; own determinations and evaluativns regarding groundwater contxol prior � � to submitting bid. ;� ._ a �: � �� : Fort WaTti� Water Departrnent Q2D10 -1 Subsvrface Investigatson ��: ITE11� 021�1 CLE�RI1�iG AllTD GRUBBIleT�G PART � GENERAL ��, ��. 1.01 DESCRIPTZON R�move a�d dispos� of irees, shu�ps, brush, roots, vegetation, lo�s, rEa�bbish, and ot3ier objectionable mattex in embankment and excava�on areas. 1.02 REL�I.TED WORK A. B. P.�RT 2 PA�RT 3 Item 02220 Stnzctural Excavaiion, Fi11, and Backfill D-25 of Special Conditions, "Dispflsal af SpoillFill Mater��.l" PRODTJCTS — Nvt.A.pplzcable EKECUTIOIrT 3.OI �C�NSTR.UC'1�ON METHODS A. C1ear excavation areas of stumps, brush, Iogs, rubbish, irees, and shntbs, includir�.g any buried t�ees or othur materials found in the.excavation. B. Clear aud grub areas required far constr�tctio�, roadway, and dri�reway. At areas requixed for sidewalks or dri�veways, remove ail stumps aud mots to a depth of af least 2' belaw the existing ground swrface. Backfill and tamp all holes remaining after clearing and gnibhing. Blade az'eas to prevent pvnding ofwater and to facilitate drainage. � C. Do not cut or deface t�mber outside of construction areas D. Topsoil shall be s%c%piled as. direcfed by the Engineer. 3.02 D�SPQSAL A. Dispose of cleared and grubbed materia! as specified in th� Special Conditions, D-25, `�isposal of SpoillFi�1 Material". � B. No burning is pe�crnitted. ' _ : �. . .`� ' � �ort Worth Waier Department , (1Z121-1 Clearing and Grt�bbing YTE1VVj[ 0�].�0 LIFT 5�ATIONf DEIV�ULITIURT PART1 GENERAL 1.01 SUMMARY A. ; This item shall gavern the taking down, cutting away, breaking o�t, and rex�aving the electrical, mechanical, aud structural hardwa.re �and � equipment firom the existing lift station wetwell at}d va�ve vault; cutt�ng and plugging exasting pipe penetratio�, removal of access hatches and electrical hardwar�, and back�lling and compa�tin� the struciure with approved backfill and flowable fill material, as shown in the Drawings. Offsite dispasal and/or sal�aging af indicated components. I.a2 PROJECT CONDITIONS A. Conditions e�cisting at the ti.zx�e a£ commencement of coniract wilk be maintained by Owner insofar a.s practicable, un�.l the new lift statian has been successfutly tested and brought on �ine. B. P.roperty Protectian: CQnlracto� shall be res�onsible for fihe pratection of adjoining praperty. 1..03 STANDARDS I� : ANSI A10.6 S#at�dard Safety Requirements for Detnoiifion USC Chapters 2 and 44 1-A4 SUBMIT'TALS A. S�xbmit demalitidn and salvage p�rocedures and schedule uxxdex� pxav�isians of �tem 0130a FFSubmittals" 'The subm�ittal shaZl include the following: 1. CooTdination schedule fox shu�-o�', capping, and continuatian of , utility service, as required. � . 2_. Detailed descriprion and order oioperations a�the demoliiion and salvag�, axid aba:�donment of lift. sta#aan drywell. 3. Submit mix design for flowable fi11 tv be used to.fill axisting lift stati.on ctryweil strncture. Fort Wotth Wate� D�artment OZ 150 -1 Li$ StaSion Demolition � AS PROTECTION A. Take care ta ensure tk�at there will be no damage tfl elements ar portions thereof which a7re no# required to be removed from the site. B. Erect a�d maintain ternporary bracing, sharing, lights, barricades, signs, and other means to protec# woxkers and other pe�rso�; all in accordamce wi� applicable regul.atary requirements. C. . Under no cireumstances, during the course of the project, shall l�eavy equipment be storeci or operated w�i�e dixecily on tap of tbe existing l�ift station wetwell or valve vault. In additiion, excavatian spoii shall not be stackp�led above ca�isting lift stati�n wetwell nr valve vau�t. pART 2 PRODUCTS 2.01 GENERAL A. Materials desig�ated £or demolition shall became the Contractor's propezty; remove and dispose of such Ynaterials unl�;ss otherwise :t�.dicated or specif ed. B. Equipmerrt items ia rem�aan the Owner's property will be removed and salr�aged by �he Contractor. Sa�vaged items shali b� delivexed #�y the Contra�tor to the Eag�e •1Vlauntain �ater Treatment Plant, lacated at 6801 Bowman Raberis Road. Items not designated ta be salvaged shall be coxasidered debris and sha.11 be remaved and disposed of acconii,ngly, at t11e Cantra�tor's expense. C. Carefully c�isco�rinect, remo�ve, clean if necessary, and protect the items directed by the Owner to be salvaged. • � PART 3 - EXECUTYON 3.01 PREPARATI�N A. Proi�ide sa�'e worlar�g conditions for employees #hroughout demolition, removal, and salvage operations. Obse�ve safeiy requirements for woxk below grade. B. The Contractor shall be res�onsible for sa�ety aud integrity of adj acent stnxetures and shall he liable for any damage due to movement or settlement. Provide proper fi�ing and shoring �ecessary far support. Cease operations if an adj�cent structure appears to be endangered. Furt Worth Water Department 42150 - 2 Lifi Station Demoiition �� . 9 1� . Resume demolifio� only a£�er the proper protective measures have been take;n. D. - Existing gas transmission main located in vicin�ity o£e�cisting Iift station to be demolished. Contact TXU far line locataan and coordination pz�or to - demolishing lift station. E�srcise extreme care when exeavating near gas main. E. F. Locate, disconnect, reinave amd cap designated utility lines wit�in dEmolition axeas. � . Mark loca�on af disconnected utilities, Identify utili�ies and indicated capping or plugging locations an the Project Record Dvcuments. 3.02 LNVIRONMENTAL C4NDTT`TONS A. Da noi use water wbe�re is can create dangerous ox o�bjectionable �! conditions, such as slope in.stabili.ty, flovding, erosion, or sed'vnentation of � nearby streams qr ditches. B. Dispose of removed eq'tuipzn�nt, materiaIs, waste and debris in a xnanner ea�orrning to applicable laws and regulations. }� ~ 3 Q3 �TFT STATION DEMOLITZQN � � ��_ � , A. Remov� designated elec#rical, mechanical, and slntctuxal hardware frorn lift starion drywell. Salvage desigz�ated i��ms, dispase of xemaining items. C. Coorcliraaie electrica� removals wi#h Oncor and Southwestern Bell, as n�:cessary. Verify th�.t power and telephone is properly de-en.ergized and disconnected. � D. Where physical cuttin� is required, cut wark with saw�ng and grinding toals, not with hammezing and chopping tools. ��, ,L, E. Remove wetwell and vaive vault top sections, aceess hatches, and vent pipes. Excavate and remove wetwell and vai�e vault w�lls to designated elevations, F. Fill drywell with flo�rable fill material, up to the eleva#ions designated on the plans. - ; 9 !� �.���� < < �y 3.04 PIPES, DUCTS, AIVD CONDUITS A. Remove deactivated xxtechax�ical, plwnbing, and eleciari�ca�. conduit, including fast�nings, conrFections, and o#her re�ated appurtenances and Fort Worth Water Department 02] 54 - 3 Lift Station Demolifio� e accessorie� which would atherwise be sxposed in the completed work ar� intea:�#'ere wi�,h construct�an operations. B. Cut anc� plug dsactivated piping systeYns at points of cuto�if and as shown , in the drawings. - . � Fort Worth Water Department Q�i50 - 4 Lift Station Dernolition � :� �TElYi 02200 � Vdood Slat Chain L�ink Fence and Gate �. . , PART1 GENERAL r z.oi scoPE oF wo� Furnish all labor, ma�terials, equi.pment, and incidentals necessaxy to ir�stall a �� wood slat chain lixxk fence and gate as shawn on the cl�rawings and specified �erein. The fence shall be 8'-0" high above girade. 1.02 SHOP DR.AW]NGS Submit to th� Engineer �or review, as pxovided.unde�r Section 01300, shap ���. dirawing s7ubmittais showing layout and detaxls of constxuctian and erection of '� fence, fence pnsts, gates, and all accessories required. P.ART 2 PRODUCTS 2.01 MATFRTAT S A. The fol�owing specifications of the issues listed below, but referred to therea�ter by basic desig�aation on�y, form a part of �s specification. B. Fa�ric: AS�`M A392, No. 4 gauge w�re, 3�1./2 inch x S inch m�sh, class III galvanized. 2S' mll �ength, S' height. Redwood �#ained natural wuod slat�. Make saznples available in field for tes#ing as directed. C. D. � -E. Line Pasts: 2-3/8 inch O.D. steel pipe, cania�ning ta ASTM A120, minimum weight 3.65 lbs per �inear foot. End and Corner Pasts: .2-7/8 ixach O.D. steel pipe conform�ing to ASTM Al2p, rr�;r�irn�n weight 5.79 pounds per lir�eaz foat. Swin�2 and Gate Pos�s: SamE as end and corner postg, except in following sizes: � Pitie Size. Q.D. 3 inches 4 inches 6-5/8 inch Square Tubul.ax 2-1/2 inch 3 inches Wei�ht Per.Ft. 5.791bs 9.�11bs 18_971bs Gate Len�th Up to 6 feet . 4ver 6 feet ta �Q fee� (7�rer 10 feet to l. 6 feet F, Post Tops: �rovid�; weatltertight clasure cap with loop to recerve toprail; one cap for one post. Fart Worth Water Department 0�200 -1 Wood Slat Chain Link Fence and Gate G. Tn� Rai�s: �-518 inch O.D. steel �ipe con�orming to .�A�STM A120, minimum weight 2.27 pounds pe� lir�ear fovi, or 1-5/8 inch x 1-1l4 irach ga�vanized ralled saction, in random lengths o�20 feet and join�ed with sui#abl� sleev� ty�e cauplings mak�ix�g rigid coianec�ion r�th provisians �ar �xpansio� and contxaction. Pass rail throug� base of line post barbed wire extension arm and fasten securely ta texmi�ai po�t. H. Bracin�; Brace ter�xainal posts. Brace member to be same as tap rail. Faste�z brace member ta temlinal and first l�ine post sec�rely. Tie tenminal past, near graunc� line, to li:ne post at bxace ixzernber with tensxvn rod of 31$-inch m�inarnum diameter, comp�ete with turnbezckle. I. Siretcher ftension) Bars: �Tot less than 3f16-inch by 3/4-inck� and not less than 2 inches shorter tan tl�e narmal l�eight of �e fabric with which they are tfl be used. '�ensian wire shall be #? gage, conforniing with A.STIVI A- $24. J. Wiz-e Ties vr Clius: Seeu.re�y fasien ta a11 line posts uszz�g 11 gauge tze wires a inimum a� 14 inches apart, and ta top rail with 1�. gag� tie wi�res, spaced approximately 2A� inches apart. K. Swin� Gates; Sta�dard heavy type, welded, watertig�t, rigid �e of 2- 3/8" xnches O.D, pipe weighing 2.72 pounds p�r linear foot, vr 2 inches squaie tubing w�ith adequate in�erna� bracing and tension members ta prevent sagging. Fabric shall be same as the fex�ce. Furnish hinges, latches, stops, keepers, and sirnilar �tems as approved. Gates ta swing open 180 degrees w�ith keepers ta hald gates in open positio�, Funzish latch�s with pravisions �or �adlvcking. A�.so i'urn�is�t �-inch �hain 20 inches Iang for OWNER's lock. 2.02 GALVA:NJZI�fG �otwdip gaTvanized camponent metal parts of fence. Pxovide �.0 ou�ces - zninirnum zina coatmg per square foat of sur�ace, unless otherwise sp�cified. Galvanizi�g to with�tand 12 ano-mminnte di�s as required by the Preece test, ASTM A239, unless o�herwise specif ed. �encirzg, including top raals, posts, and aI1 accessaries shall be zi.nc ccfat�d after fabrication, using �inc Grade "E" in accordaxace with Federal Specification QQ-Z-3�1. . P.A.RT 3 EXECUTION �.�1 IlVST.ALLA'T'r4N A. Past Ho�es. The exc�vation for post holes shall b� acc�urately centered atorrg the lin� of the fence. �k'nxt Worth Water Department 02200 - 2 Wood SIat Chain �.ink Fen�e and Gate �� � B. Settin� o:�Posts: Posts shall be set ta proper elevakion a�ong the line of the �' fence and im. the center of the excav'atio� for concrete base. The posts sha11 be braced in a pluinb and t�e pasit�on u�til th� concrete has b�en paured an�d allowed to h�rden. Cancrete shall achieve a mir�imum 3,000 psi compressive sirengtli after seven days. Posts shall have concrete footings of 12 inche� diatneter aud a minim� of3 �eet in depth. Line posts sh:�ll be spaced a ma�c.imum of 10' on centers hetween t�rminal � � posts. C, �t�retcher Baurs: Stretcher bars shail not be less than 3/16-inch by 3/4-tnch in cross section, or equivalent cross sectio�al area, and shall be afthe �engihs requixed far �he full height of fabric installed. The stretcher bars shall be attached to the fabric by clamps or by positive mechanical means. Qne stretcher bar shall be p�ovided for each gate past ,and two for each corn� po�t. �- �' D. Ton Rails: Top rails shall be f�tted with couplings �or connecting the lengths intv a continuaus run. The coup�.ing� shall not be less �han 6 inches lang, shali provide a substantial conneetion, and sha1l a1low for _ ex.pansion axxd contraction of the rail. Suitable tie clips shall be provided in sufficient number for attaching the fabric securrely to �he top xail. at � intervals not exceeding 24 inc�e:s. Mearzs shall be pro�ided for attaching � th� tap rai� to each gate, comer, pull, and end pasi. Top ra�ls shall be installed after cor�crete has set around post. � �- � E. Fabric; Fabric shall be instalied with the equipme�t and tools in accordanee with the me�hods :reeommended by the manufacturer. i Sufficient s�r�s shall be a�plied to the fabz�c to take up all the slack and �, present a smooth tuufozm s�rface along the li�e af t1�e fence. Distortion of th� fabric by overstreiching shal� be avoided. Fabric shall. be secured fo s � the li�ne }�o�is and top #ex�sian wire with sui#.able tie clips for approved � � gauge and desigia, 24 inches on center to th� iop rai.ls and. i2 inches on renter to line posfs. � E. Gates: Gates shall be hung �o as to swixzg freely and �ot drag or bind on ! opening. The hinges shall be set sQ as not tn t�r�ist or turn und� the action �� � of the gat�. � The gate� shall be easily swung back as far as possxble and � helc� in #he epen po�it�on by stops. Furnish a 1-inch chain� 20 inches Iong for Owizex's lack. Gates shall be furnished aud installsd in locatians az�d sizes as showii on the drawings. ._ �T. Mo�v Striu: Pmvude a 24" x�" conarete mow st�ip whicb shal� be flush v�ri#h the proposed grade. Concrete sha�l tie 3,000 psi mix. Pro�ide ##4 �_ry� s�eel at 20" each way. Cezrte� fence posts within mow sh�p. �i �� Fari Worth Water Department (}22f�0 - 3 Waod Slat Chai�s L'mic F�easce and Gate F' I 3.02 PRUTECTION Lacate all utilities pnor to sett�g fence posts. Contractor shali be respor�ible for any damage #o existing ntilities as a result a��r setting fence posts. F'ort Worth Water Depm-tment 42260 -� Woad Slat Chain Link Fence and Gate YT�M 0�212 F`�1�TISH GRADING PART � GENER.A.L I,Ol QUALITY ASSURANCE �'opsoil material and source sha11 be inspecied and approved by the"Engineer prior to placement at the s�te of work. � 1.U2 DEFINN�TX�NS A. B. PART 2 Ma�timunn Diy Densi°ty � Detem�ined by ASTM D 698 O}atimum Moi�ture — Detezmined by ASTM D 698 PRODUGTS 2.01 TOPSOIL Topsail may �e stockpiled vn sYte materia�, suppletnented by approved off site materia� as required. Stockpiled and off-site fopsoil sha11 be &ee from lumps, clay, toxic substances, roats, debr�s, and s#vnes over l" in diameter. PART 3 EXECUTION 3.Q� PERFORMANCE A. Finish Gradi.ng 1. Raugh grade cQmpacted fill allow�ing for- a maxixiaum amount o� natuxal settlement and compacf_ Eli�xninate uneven areas and low spots. Remove debris; roo#s, branches, stones, etc. i� �excess of fi3�ree inches in size. Remnve �Zl� material. which has be�n contuminated with petroleum produets. 2. Cnmpact areas w���ai.ch are to receiue pav�ng or stabilizec� base to subgta.d� eievation and tv at Ie�t 95 per�ent maxiznum dry density. Moisture shall be betwe�n optamum and 5 percent abo�e optimum. � 3. Bring compacted fill to required leveis, profiles, aud cantours_ Make changes in grade gradually, Blend slapes into Ievel areas. A. Slope grade away fram stn�ctures muinimuxn 6 i�ches in 6 feet, ur�less oiherwise indi�cated on the drawings. ' l�art Worth Water Department D2212 -1 � Finish G7ading S. Where �.li to required subgrade e�evation is Iess than 6 inahes, scarify to a depth a� G inches and compact. 6. Cultivate subgracle to a depth o� 6 inches where tapsoxl is to be placed. Repeat cultivario� in area� where equipment, used �or_ hauling ar�d spreading topsoil, has compacted subgrac�es. B. Placing Topsoil a ].. �lace in rnixzimum 4 inches depth up to fYnished grada elsvations 2. Use topsoil in re�atively dry state. Plaee during wet weather. 3. Fin� grade tapsoil elimiz�a�g rough and �ow areas to ensuxe positive drainage. Maintaan levels, p�-ofiles, and contours o� , subgrades. Rake uuti� surface is smoa�. 4. Remove stone, roots, �rass, vveeds, debris, and c�ther foreign xnaterial while spreading. �. Ma�nally spread topsoit a�round frees, plants, and structures to prevenf damage whxeh may be caused by grading eq�i�ment. G. Lightly compact, 90°10 mini�n�am of maximum dty density as de�ned by.A.STM D 698. �.02 MA�NTENANCE A. Proieat newly gradec� azeas from tra�c arsd� erosion; keep free from trash � and rubbish. B. Repau- settled, eroded, or rutted areas, using addit�onal �apsoil upon final � acc�ptanc� of t�e facilities_ C. R a�r an slon 1 ep ' y ghing, sl�ding immediateIy. �eneh any slide axeas $ inches deep. � �'ort Worth Wa�er Dspartment 02212 - 2 Finish Grad'mg �i pART 1 GEN�ERA��. � '` 1.0� SCOPi OF WORK , PART 2 PRODUCTS Ztem 208 "Flexible Bas�" of the Standard Specifica�ions for Sfreet and Storrm �" Drain Conshuction, Transpaxtation and Public W orks Department, City of Fart ' - Worth, has been used as the reference for �s specification. �'' This item�. shaLl consist of � foundation cqurse far a sur.face course fox athc�r base '� courses; shall be compased of crusher run broken Ximestone; and s�ha11 be � con�n.icted as herein specified in one �r more coe�rses in confarmity with the �� `� typical section shown on the plans and to the lines and grades as established by the Engineer. ' 1.02 SHOP DRA�7VINGS Su�rnit to the Engine�r for review, as pro�ided under Section 01304, shap drawing submittals showing sieve analysis, and applicable A.STM tests of material to be supplied. . 4� :I` �i �` i `�' [ � � �� r � � � 3 2.01 MATERYALS The rnaterial shall be obtained from approved sources, shall be crushed, and shall conszst o£ durabXe particles of limestone �nixed with appxoved bix�ding ma#erial,s. The material sha�l he approved by t�i,� Engineer at �he source. The process�d material when prope�rly slaked and tested by. staridard methnds shall meet the following requyrements: Retained on 1-3/4 i�nch sieve Retained an No. �! sieve Retaineci an No. 40 sieve ITEM 0�215 Fleatible Base o°�a 45 to 7S°fa 60 to 85% The mat�rial when tested wader ihe "Wet Ball Method for Deterrnining. the l�isintegcatioz� of �le�cib�� Base 1V��ierials" shall not develop nzoxe than fi�iy (50) pe�cent sail br�der. Materials passing the No_ 4 sieve shall be kinown as "Bindez''. The portion of matena� passing the No. 4Q sieve shall be known as "Soil B�inidea" and shall rzxeet the �ollawing requiremen�s: �o,� wo� wac�r n�arrm�nE o2zis - i Plexible Bas� A. The liquid limit shall not exceed 40 r�vhen tested in accordance wrth ASTM D�-423. B. The plas�ic limi.� sha11 be determined by testing in accordance with ASTM D-424. C. The plasticity index shall not exceed �2, nar b� less than 4 when calculated in accordance with ASTM D-�24. D. Ths preparation o�samples for testing according to ASTM D-423 and D- 424 shall in accardance with the requ�rement� of ASTM D-2217. E. Materials retained on th� Na.. 4 sieve shall have a p�rcent we�.t of nat more than forty-fiva (�5) wher�. tested according tn ASTM C-131. PART 3 EXECUT��N 3 A1 INS�'.ALLATTON � Prenaration af Sub�rade: The subecade shall be excavated and shaped in canformity w�th the typical sect�ans shown an the plans and the Iimes and grades established by the Eng�nee�r. All unst�able or otherwise objectionab�e z�naterial shall be removed from the subgrade and replaeed with ap�roved m�terial. All holes, ruts, and depressivns sha11 be filled with approved material. The subgeade shaltbe sprinkled, i,�r�quired, and reshaped and rolled to the extent direc#ed �n arder to place xhe subgrade in an acceptabl� condition to receive the base material. The sux�ace of the subgrade sha11 be smooth and conform to line and grade as established and in conformity with the typical section as shnwn on the plax�rs. Su#�icient � subgrade shall be prepared in advance to insure sa�isfactory prosec�tion of th� work. � Subgrade shall be com�acteci to a minamum af 95% standard proctoz density, as detez�ined by ASTM D-698. B. �xnmediately before placing #he base caurse material, the s�bgrade shall be checked as�to canformity �wiif�, grade a�nd section. � C. Prenaration and Placem�nt ofFlex�le Base. Th� material shall be delivered in approved vehicles of a uniform capacity, and it sha11 be the . charge of the Cant�ra.ctor ihat the requiured amauzxt of specified material be delivered to se,ciure praper thicl�ess of coanpleted base caurse. Material depasited on the subgrade sliall be spread and sl�aped tk�e same day. 'The material shall be sprir�ed, if directed, and itien bladed, d:ragged, and shaped to conform to the typica.l. sections sl�own o� the plans. All areas aad nests o� segrega#ed coarse ox Sne material shall be ca�nrected or remo�ed and xegiaced wi�h: well-graded nnaierial as direcfed by the Engineer. I� additianal binder is cQnsiciered ta be d�sirable or necessary Fort Worth Water DeparGment tY�L15 - 2 F1exi�ble Base ;' after the material is sprsad and shaped, it shall be :furx�ished and applied in ' the amount directed by the Engineer. Such hinder shall be carefiilly �- ' incorporated with the matenial in place by scar�i:fying, harrowi�:g, brooming, ar by other approved methods. The course shall be ��rinkled as required a�d oampacted tn th� extent necessary to �rovide less tha� 104°fo 3`: standard proctor density, as �determined by ASTM D-698. D, Aftex each sectian of fle�ible base is completed, tests as n.ecessary will be �� made by Co�ixactor to ensure campliance with speci�cations. If the �� " ma�eriaX fails to meet the density requiremenfs, it sha1l be rewarked aud �_ � xe-tested as �ecessary. Thraughout tlus entire operation, the shape o�the a course sha11 be maantained by blading, and the suzface upon comp�etian shall be sz�ooth and in con�`ornuty with the typical sectzans shown on the plans to the established lines and grades. All irregvlarities, depressions, oz �, � weak sp�ts which develop shall be cozrected immecliately by scarifying the azeas affected, adding suitable material as required, reshaping, and reeom�acting by sprixikling and�rolJ.mg. r. 3.02 MEASUREMENT AND �'A'YMENT Su�bgrade prepar�t�on and flexible base material placement shall be measured per square yarrd. Paymen� �nr s�bgrade preparation and base plac�ment shall be considered incidental to the squar� yard price far rein%rced concrefe paving. . � �; � � ;�:.. rd �, � r� , �� I; � 4� ` r� =9 i�ort Warth Water Departrnent 02215 - 3 Flexsble Sase j�, �; ITEI� 0�220 STRUCTURAL TXCAVATIOl�, F�LL, A1�iD BACI�'1LL PART 1 GENEg.A1- 1,.01 SCOPE OF WORK This section describes requirements for: � A.. Tha excavation for a11 structures, backfi�ling around eorr�pleted structures, and the disposal of all e�ccess excavated material. .All aperatioms required for the proper completion a£ the excavation work, including sheeting, shoring, and bracing, d�waterzn.g of excavatians, a�d compaction o� b�ckfili are included. B. All fill required fnr comple�ion of the work as shovv� or specified. 1,.02 REFERENCED STANDARDS � Art�ericart Sociefy far Testi�x�g and Materials (ASTIVI}, latest version A. ASTM C 33 - Sta�dard Specificati.on for Concrefe Aggregates B. ASTM C 40 - Standard Test Metlzod foz Orgaauc Impurities in Sand for Concreta C. D. E. F. ASTM C 136 — Standard Test Method for Siev� or Scxeen Analysis af Fane and Coarse Aggregate � ASTM C-154 = Standard Specification �'ar Portland Cement ASTM D 4318 — Standarcl Test Method for Liquid Limit, Plastic Limit, and Ptastici#y �ndex of Sai�ts .ASTM D 698 — L�.boratory Compaction Characteristics of Soil Using �tandazd Effort G. ASTM D 1557 — StandaYd Test Methods fc�r Maistur�-Density Rela�.ons �vf Soils and Sail Aggregate Mixtures Using lO lb Ran�m�r and � 8" D�rap H� ASTM D 4253 — M�irn�am Index Den.si�ty of Soi�s Using a Vibratory Tabl� Fort Worth Water Dep�rtment. 02220 - 1 Structural �xcavation, Fill, and Backfill 1.03 SUBMITTALS Submit the following in accardance with th.e General ConcUitzons and G�nEral Rec�uirements af the Cantract Documents. A. Testing labaratory reports, as specified or requiz�ed; io show compliance: with the specifications for material from off-site �acations. The specified tests shall be performed by a certified independe�t laboratary employed and pazd by the Contractor. B. Submit details of any propased dewatering system and/or shoring system to the Engineer for review prior to ins#alling the dewatering andlor shoring system. The submittal will be reviewed oniy for �pecification compl�ances and not adequacy of the Contractar's proposed system. Re�view and acceptance by the EngineEz� will not reliev� the Contractar of any responsibility for the adequacy o�the dewatering and/or shoring system. _ C. Submit certificatiox� from the landownsr o� each proposed aff-site sail borrow saurce stating that to t�xe best vf the Iandowner's knowledge a�nd belief there has never been contaminatxan o� the borrow sour'ce site wit1� hazardous or toxic materials. T1�e certification shall be fiunished to the Owner prior to �rnceeding io fur�ush soils to the site. 1.04 PROTECTT4N OF FACILI�'�S A. Be�'axe the start oi earthwork opexations, adequate�y protect utilities, trees, shrubs, and o#her permanent objects. Costs resultix�g £rorn c3amage to permanen,t facilities due.to negligence or Iack of adequate pmtectian will be charged� to the Contracto�r. B_ Provide �surfaee dz�a.inage during the period of construction to pro#ect the work and to avaid nwisance to adjoining property. C. The Contzac�ar shall conduct operations in such fashion that truck� and other aehicles dn �not create dirt ntusance in the streets. The truck beds shall be su£ficient�y taght, aud sha11 be �oaded in such a manne�r that � vbjectianable materials wi�i not �e spilled onto the s6reets. Any dirt, mud, or other materials that is �spilled onto the st�ee�s ar deposited onta the stre�ts by the tires of vslucies wi1] be promptly cl�aned by the Contractor. I,OS QUA,LITY ASSURANCE The Conixactar wil� arrange far the sernices of a testing labaratory, as specified in the General Requixements, to perform compac�ion tests on the �ompacted �x�iaterials. Tlae Cantractor shall nati�r the Owner's Representative at least 48 Fort Worth Water Dep�rtment 02220 - 2 Structural Exeavat�on, �ill, arld BacTc�ll h�urs in advance of.the time at whieh tests will be taken. Any area failing to comply with the spec:ifications shall be rewor�ed as �required. x.06 ll�TSPECTIQN O� EXGAVAT�ONS � A. Noti�y the Engineer's representa.tives at Ieast 48 hours prior to compl�etion of ari.y excavatian so th�t tile excar►ation may be inspected. Do not place reinf�reing steel .qr eancrete in the e7ccava�ion prior to u�spect�on unless ' the Engineer has given approval to proceed w�thout inspectian, B. Notify the Ez�gineer's rep��sentative at �easi 48. haurs prior to ba�kfilli�ag pipe trenches. Do no# begin backfilling af pipe �trenches until alI pipe joints have bsen inspec#e$, pipes tested, a�d approved unless the Fngineer's r�presentativ� has given approval to ba�kfill the trenches without inspection. �'ART 2 PRODUCTS 2.0� NON EXPA�TSNE EARTH FTLL A. The non-ex�ansi.ve earth fill sha1l consist of�oil mat�rials with a liquid limit of 35 ar less, a plasticify index betwe�x� S at�d 20, a mi�.imum o� 35 pez��ent �assing the No. 200 sieve, a mini.mu�n of 85 percent passing tJhe No. 4 sieve, and whi.ch are fre�; of organics ar other deleterious materials. When compacted to the recommended moisture and dezas�ty, the rnaterial shall hays a m�imum free swell value of 0.5 percent and �. maxim�zm hy�rau�ic conducti�'ity {perxneability) af 1E-OS cmisec, as detezmined by laboratory testing of remolded specimens of the actual materials propose� �ar the non-e�pansive eartY� fill. _ $_ On-site exca�ated znaterials campl�ing with fhe re��iremen#s o€paragraph 2.OlA, can be used as non-expansive earth fill. Prior ta nsing the on-sit� excavated rnateria�, the �naterial sha1� be tested by a eertified independent �abo�ratory employ�d and gaid by the Contractax. Cantractar shall submi# test results to the EnginB�r's repzesentative for appmval prior to p�acing the material. C. Prior ta hrin�g ax�y of the pro�osed material to t�e site, submit f�r review to the Engizieer's repre,sen#at�ve, an analysis of t�e praposed material inclucizng m4isture dsnsity relatianship curve prepared in accordaz�tee with ASTM D 698 by a certified independent testing laboratory emplayed �zzd paid by the Contracto�. � � Fort Worth Water beparlment Q2220 - 3 St:uctural Excavatioq Fi►1, and Backfill 2.02 SAND Where sazxd is sh�wn or specified, use natural sand m�eting ASTM C 33 requirements for fine aggrregate. 2.03 CONCRETE BACKFILL . Concrete bacicfill shall be Class E(1,500 psi) concret� as specified in Section EI- 20 of the Fort Worth Water Depariment's Matenial. Specifications, dated Ja.nuary i,1978. 2.04 SEAL SLAB� Where specified on the darawings, the Contractor shall place a 4 znch thick Class E (1,500 psi) conczete and mud slab with%n 12 hours af the removal of the last 12 inches of an excavation. . 2.Q5 FILTER MATEItIAL .A, Vl�here shown, use a mixtu�re of coarse aggx'e�ate and fine aggregate for tYxe fi�ier xr�at�rial. B. Coarse aggregate shall consist of gravel, crushed gravel, or crushed stone and shall have a gradation limit of 3/a-inch to No. � complying with ASTM C 33 (Type 7). � - C. FYne aggregate shall consist o�natural sand and shall cnmply with the �equirements of A.STM C�3 fo� fne aggregate. 2.06 GitANULAR FILL A. Class l Aggregate Fill; Cansist of dwrable particles a�crushed s�one fxee of s�lt, clay, or other ►znsuitable ma.terials and have a p�rcentage of wear o� not mor� it�an 4D%, ,uvhen tested in accordance with ASTM C 131 and ASTM C 535. The material should meet the follvwin� gradation in accordance with ASTM D �48: Sieve Size Percent Passin� 1-1/2 inch ��� 1 inch 35 - 1.00 r/2 inch 25 - 60 No.4 0-10. No. $ 0 -- 5 Fort Worth Water Department 0222Q - 4 Structural Exca�ation, �ill, and Backfi�l � x B. C�ass Z Aggregate FiI1: Consist ofwashed and screened gravel and natuxal �ands manufactuxed by crushing s#anes complying with the requirements of ASTM C 33, "Stanciard Specifications for Concrete A�gregates", except that th� gradation should be as fol�aws: Sieve Size Percent Pass�� %z inch 100 3/8 inch 95 � l0U No. 4 _ 8D - 95 No. $ 65 - $5 No. 16 50 a 75 No. 30 �� - 60 C. Class 3 Aggregat� Fill: Consist af durabte particles of cntshed stone free o£s�lt, clay, or other unsui�able materials and have a percen�age afwear oi not �nore tha� 40 percent when test�d in aecordaz�c� with ASTM C 131 nr ASTM C 535: The saurce of the material sha11 be approved by the Engineer and shall meet the follawiaig gradatian: Sieve Size f-314 inehes 7/8 inch 3/8 i�ch No. 4 No. 40 No. 100 PART 3 EXECU`I`ION 3.01 CLEAR]NGr Percent Passin� 100 65-90 SO to 70 35 � 55 l.5 - 30 a - �a A. Remove shnkbs, breess shunps, rao#s, underbrush, weeds, and other veg�tation � the way of eonstruetion. Remove tree stumps to a depth af 4 �eet below gxade. B. Topsoil consisting of friable material free vf vegetation, clay lun�ps, stone, ox toxic subs�ances shail be stockpi�ed 'ut areas, as d�'ected by the Enguteer, at the site for use in finish grading. 3.02 SLABS ON GROUND A. S1abs at grade: Fort Worth Water Department 02220 - 5 Structural Exca�atiar�, Fill, and B�acicfiil 1. �ubgrade: Scarify �o a depth af si� inches helow the cleared depth. Adjust mvish�re cvnten� as specified. The recor�pacted s�bgrade �1 be proaf-rolled with a pn�tirnatic tire roller in order to detect any soft areas. Soft ar we# areas will requir� remnval and replacement with non-expa�si�v� f ll material of at ieast 12 inche� compacted thickness (21i:fts). Dep�ressions fram stump removal shall be cl.eaned o�all organ�ic material and filled with non- expansive fi11 material. 2. Final Grade: Cvnform to �ines and grades shown on the drawangs, B. Slabs Below Grade; Excavate ta twelve inches a�ove final subgrade. In ' a order to presexve the in situ rnaisture af the subgrade, do not excavate the final �2 �nches until just priar ta the constructian ofseal slab c�r granular Ieveling paci, where �pecified. Tfthe soil at the tune o�fnal e�cpasure �nd .� g concrete p�acemen� �s not within ra.n�e s�eci�ed in paragra�h 3.02C, the #op si� inches shall be recompacted at the �roper moisture level. Soft and wet axeas nat achieving compac#ian wi�l requu�e removal and replacement ��` with concrete or select.gr�t�u�ar fill. C. Compactian: 1. The subgrade and fill material sha11 be compacted to a rnmunurn af 95 peraent of standard proctar density as determu�,ed by ASTM D � G9$. The moisture contexrt ofths backf �I sails shall b� at or near (- 2% ta -E-5%) the ap�imum maisture value. The Can�ractor sha.11 � maantain a more narrow zange of moisttt�e content im order to achieve the specified density. The methads us�d to secure the specified campaetion ax�d maist�.re content will be the Cantx-actar's $ responsibility. Wet soils shall be work�d by plawi�g, disking, or , scarifying and air ci�ying as required �o reduce the moisture cantent to aptim�rm levels. ; � 2. Compaction should be p�rformed with a heavy tampin.g ;faot raller witii fully penetrating feet. Tha fa�mping foot mller �hauld weigh no less than 2,400 pounds per linear foat of dnum width. .A. minimuzn vf eight (8) passes of tl�e tampi�ng fo.ot rall�r sh�uld be provided, eve� if the specified density is achieved ��th fewer passes. All fiII materials deposited in place by scrapers, dump trucks, drag lines, or similar equipment shall be �oroughly broken up before beirig spread inta tuni��rm layers. 3. Maisten layers between lifts �o achteve banding. 1 ort Wortft Water Department 0222U - 6 Shuctural Faccavation, �il1, and Bacltfill A. Where spec�ed, iean concrere sea� slabs Shall be placed after fina� � grading or w;itlun 4 hours of the removal af the last 12 inches of an � ' excavation. 3.Q3 EXCAVATION A,. Excavation work shall be unclassified and includes the removal ofa�l types af materials eztcountered witthout exceptian. Make excava�ions to � lines and gxades indicated on the drawings. Cvrnplete excavations within #he tolerances specified. � Topsoil and c�ay material.s shall be placed iri separate stockpi�es. �. A11 exca�ation sha�l comply with OSHA and lacal safety Iaws. C. Sheeting, Sharing, and Bracing 1. Provide sheeti�g, sho�xg, and bracing of excavatians at locations . shown on tha drawuigs and where'rec�uired to properly and safely complete the work as shown. Construct sheei�ing, shoring, and bxacing to prevent the excavation from extending beyond the s�pecified ar indicated iimits, to p�oteat adjacent structuxes or impro�ements, a.nd to protect workmen and the public. The design of sheeting, slioring, and bracing sha11 be the responsibility af�he Co�tractor. 2, Care shall be taken ta prevent voids outside th� sheeting. I�voids are fornned, they shall immedi�.tely ba fi11ed at�d comp�.cteci. 3. The sh�eting, shoring, and bracing shall� removed as excavations are backfilled in a ma�ner that will prevent injurious caving oi the excavation or dan�ag� to the sfiic#ure. 4. Voids Ieft or caused by the removal of sheeting aha11 immediatel.y be fi11ed with suitable ma#erial and coznpacted. D. Dewa�eri.ng: Ma.u;tain excavations dewatered whiie wark zs in pragress. Lower groundwate� a minimum of 3 feet be��w th� bottom of the �xcavation. E. Structures: 1. Wh�rever prac#icable, cut all footing excava�ans to neat lines with a talerance o.f one rnch. � VV'here beams are shavvzt ta be monoli#hic wzth slabs an ground, .shape soil to �he profiie shown. Excavaie a su�c��nt disfance from the walls, sha.fts, or simitax elements o� Fort Wotth Water Departrnent 0222� - 7 Struct�ral Excavation, Fill, and BacIcf�l� � structures to ailow for placing and removing forms and �or inspection. . 2. �xcavate to fihe elevatians shawn on �e drawings �arming a level and undisturbed surface free ofmud or other saft material. When the bottorn af #he excavation, at t�ie e�evafi�on showrn, in not r�rithin �� s the fou�ada.tion bearing material shown on the drawings or-is � unsuitable for �oundation bearin�, noti�y the Engin�er. Re�nove all pockets of sof� or otYterwise unstable soils and replace wi�h ' concrete ar suitable well-compac�ed sai�s as directed by the En�ineer. . � 3. Fill all unau#horized excessive excavaiioa wxth concre� at no chayrge to the Owner. •� 4. � Pro#ect all open excavarions fram raimfal� ar excessiv'e c�ing sn as io maintain the foundation subgracle in a satisfactory, unrlishubed eondition. Keep excavations �asonably f�ree of water at all times and completeiy free of v�rater during placement or coner�te. Soils be�ow �4undahon, which become soft, loose, or otherwise unsatisfaetory for dewatering or ath�:r construction methads shall be removed and r�placed with satisfactary rnaterials, as ciirected by the Engine�r, at no cast to the-Owner. 3.04 BAGKFILL A. Complete backfill to. the surface of na�tural ground or ta th� lines aud grades shown on drawings. Use approved on site excavated material except where special rnat�ials are shown or speci�f etl. Deposit hackfill in uniform layers and compact each Xayer as s�ecified. B. Backfiill at Structures: -Place backfill as promptly as practicab�e a£ke7r completion of each shucture or portznn of a strucfi�re. Tk�� backfill shall noi be p�aced unti� the wall attains required compressir►e strengtY�, or as allowed b� the Engineer. Remove co�crete foma,s before starting backfill and remove sharing and bracing as the work progr�sses. Cautaon should be exercised not to over-compact the backfill. Hand op�ra.#ed tampers or oxher lightweight campactors shauld be used in the five (5) foot area ad�acent to #he wa11. � C. Compacting Backfill: P�ace material in uni%r�n lay'ers af prescribed maxirnum thickness and wet ox dry the material to witlun two percent - below ar five percent abave ( 2% ta +5%) aptimum maistwre cor�tent. Compact with pawer-driven hand tarnpers to the prescribed density. Fott WarTh Water Depariment 02220 - 8 Structural Excavation, Fiil, and Bacictill 1. Reguiar and Non-Expansive Fi�l Materiat: Place in 4 inch ma�m.um �ayers. Compact to be�tween 95 and Id0 percent of maximum soil density, as determined by ASTM D 698. 2. Sand and Granular Material: Place in 6 inch maximum layers. Compact to no� less than 95 perceni of maximwn soil d�nsity as deternuned by ASTM D 42�3. D. The final surr�ace grade shall slope away from the struetu� on a gradient of 1.5 to 3 percen.t, such that surface water does no pond adjacent ta the siructure witl�in the backfi'ill zone. � ,I �t �� + � I ._.i I , Fort Worlh Water Department 02220 - 9 Srivctvral Exca�ation, Fill, and Backfil] . ITEIVI Q��23 TRENCH 5AFETY SYSTEI� PART 1 GENERAL � `� 1.01 DESCR�PTION This iY.em shall govern for the excavation protection required for trenches or 1�i excavatinns u�. �xcess of five feet deep, �ncluding a11 addirivnal excavations, � backfill; and repair made necessary by the proteetion aystem. The requirements of this ite�m go�erns all �renches for mains, vaults, wetwells, dry��vells, val�e vaults; and other a�urtenances 1.02 DEFIIV�TTONS A. Trench�s: A trench is referred to as a nanrow excavation made below th� surface of the ground in which tfie depih is greater than the width where the width measured at the bottam is not greater than fifteen (I S) feet. I� forms or other structures a�re installed or canstructed in an excavation so as to reduce ihe dim�nsion measur�d from th� forms or structure to the side of the excavation to fifteen (1 S) feet or less at the bottom of the � excavation, the exoavation is considered #o be a trench. S. Benching Syst�rn: Benching means excavating the sides oi a trench to farm one or a seri�s of horizontal levels or steps, usual�y with vertical ar near-vertical surfaces betvveen �he levels. G Sloping System: 5loping means exca�a�n$ to form sides of a trench that are inclined away from the excavation. D. Shield Syst�m: Shields used in txenches are generally referred to as "trench boxes" or "trench shields". Shield means a shucture that is able to withstand the forces imposed on it by a eave-in and protect workers within the structure. Shields can t�e pern�aneut shuctures or can be designed to be p�rtable and move along as the w�rk progresses. Shields can be eith�r pre-xnanufacLured ar jab-buii� in accordance with OSHA standards. �. A3 STANDARDS A. The latest version of the U.S. Deparnnent of Labor, Occupational Safety and Health Administra�ion Standards, 29 CFR Part 1926, Subpart P-- Exeavations, are hereby made a part of �his specificat�on and shall be th� .minixr�um governing requirem�ts for trench safe.ty. 8. The Confiractor shall have tt�.e sole respansibility for the adequacy o�the trench safety system and pro�iding "a safe place to work" for �he workers. �ort Watth Water D�pat#ment 022?3 -� Tseach 5afety System � The Conixactor shai�, in addition, coanply with aIl state and Ioca� reguIations and ordinances. Tfie tre�xch excavation safety protec€�on sy�em shall be shall be designed hy or under the supervisian of a Pra�essional Engineer licenaed to practice in the State of Texas. PART 2 PRODUCT� 2.01 GENERar. .AII materiaLs and products incorporated�into the Trench Safety System shall be suitable for their intended uses; �and shail meet a1i desigri criteria and pararneters used by tl�e Trench Safety Sys�em designer; and shall meet a31 applicable requirements of OSHA standards. PART 3 - FXL�CUTION 3.01 PROCEDURES Ao At Ieast ten (10) �alendar Days prior to trench excavation or any excava�inn opera�:nns, and not mare than thiz�.y {30} Calendar Days �al�owing execution date of the Construction Agreemenf, Cn�ziractar shall submit a site spscifc Trench Safety System Confarn3ance Aff"xdavit stari:�g that ap�rations will be conducted in full conforrnance wnth OSHA s�andards. 1. The Confo�tnance Letter shall also describe the '�`rench Safety Syst�m techniques praposed to be used on the project. 2. Specific re�erenees ta the applicable OSHA standards s�all be inclnd+�d for each technic�ue to be used. B. The Trench Safe�y �ystem Plan shall be �n writing, site specific, and sufficiently detailed and cleaz to be understandable and usabl� by a11 personnel who will be executing, supervising, and witaessing the lxenching aperations. A copy of Ehe Trench Safety System Plan shall be . available at the site of trenching apera�.ans at all fimes. A second copy shall be provided to tlae Engineer for the O�vner's records. C. �£borings ancllor geotechnical analyses are required to develop the Trench 5afety System Plan, they shall be executed by the Cantractor at his cost. 3.02 C4NSTR�CTION METI34DS A. Con�ractar's Competent Person[s) sha11 maintain a copy of and implement OSHA irenchin� sa�ety rcg�ations at th� worksite. Trenchi�g shall be . completed to lines and grades indicaisd ar as specified in various technicai Fort �liort�► Water Deparmient U2223 - 2 Tr�nch 5afety Systenn specificat�on items requnring excavation and �renching and/ar backfilling. Contractor shal� perform all trenching in a sa€e manner and maintain safety syst�ns ta p�event injwryto personnel or damage to sfxuctures, utilities, ar property in or neaz the �cavation. B. � i£ evidenee of possibXe cav�ins or slides is apparent or an installed trench safety syst�m is darnaged, work in trench shall immediately cease and -pexsonnel evacuated from hazardous area and City natifisd. Personnel shall not �e-enter excavation until necessary xepairs or replacemen�s are campleted, inspected, and approved by the Contractor's Competent � Person(s). R�pair a�►d �replacement of darna�ed safety system shall be at the Cantractar's sol� expense. � �.03 c�vG�.n corrnrriozvs A. �V'h�n changed conditions require modifieation� to the Trench Sa�eiy System, Contractar shal! provid� a new desiga ar a� alternate Trench Safety System designed by fhe Contractor's trench safety Engineer adequate for condi�ians encaun�ered. Copies the�reo£ shall be provided to the City. A copy af the rnost cturent Trench Safsty System sha11 be maintained an site and made avaiiable to iuspection at all times. B. � Changes to the Trench�.Safety Systern Plan ini#ia#ed by fi3�e Contractor for aperat�onal �fficiency or by changed eonditions wili not be cause for contract time extension or cost adjusknr�eni ther�Qf. 3.04 NIEASUREM�NT AND PAYMENT Payme�t fog Tre�nch Safety System slnall be on a unit price basis, the unit price b�irig as given in the Bid Propo�a.l, and the unif of ineasure being linear feet of trench e�ceeding five feet in aep�h, or tlie perimeter of the structure �fuundatian for structural excavations exceeding five feet in dep#h, without regard to wbether specific trench sa�ety precaurians were required o�r used for the trench reach being measured. Fort Worth Water Department 02223 - 3 - TrencB Safety SysCenx � ITEiV.I 0��30 DEWATERT1�fG Ai�TD DRAY1�iAGE PART 1 GENERAL 1.01 SC�PE A. Thig section provid�s for fumi�h�ng aIl �abor, materials, equipm�nt, power, and incidentals, and for pezforming a11 operaiions �ecessary to de�vaier, draai�n, and maintain excavations and other work as necessary for canshuction. Included are i�nstalling, ma�intaining, operating, and removing pump systems, temporary piping, cu.lverts, channels, and other approved devices for r�mo�ing s#anding water, stuface drainage, a�d seepage from �cavation ar other work. : C. No,separate payment r�vi11 be made far drainage canirol and pumping. The Contractar shali be responsi6ie for dewatering se�page and l�akag� past any existing valve, wall, or �ate. 1.02 C�NTRACTOR'S RESPONSIBILTTY A. ie A�.ssume full responsibility for dewa�ering systems and for all Ioss vr damage resulting from partial o�c complete failwre ar protective measures. Contractor shall be respon�sible for design of dewatering and drainage system. 1.03 RELATED WORK A. Item Q2010: B. Itein 02�2Q: Subsurface Txa.vesLigatian 5tructwr�.l, Exca�a�ivn, Fill, and Backfill C. Item 02950: Silt Fence 1.44 SUBM(TTAT � Submit a groundwater control plan that autli���s the Contractar's means and methods for controllirig �roundwater. Adequacy and implementation af #he plan is the sale.responsibility �f the Cantrac#or. The groundwater cantr4l plan will be �ainta�ned in, the Eng�uee�'s files for zeference pu�rpos� only. No review will be made nor any respansibility iar the p�an assumed by �e 4wner or Engineer. Fort Wortt► Water Departmeni 02530 -1 Dewatering and Drainage �� PART 2 PRODUCTS 2.0 X MATER�ALS AND �Q�TIPMEi�'F' Select equipment and mat�riaIs as appropriate for the ints�ded use. PART 3 ��EC�.JTION 3.O1. DEWATE�ING A. Fwmish, ins#a��, aperate, and �aintain al� necessaty pumping for d�watering the various parts oithe wark and for maintatiuing fie� uf water the parts of th� wark as required for censhuction operataons. Also, as reqwred for in�pection and safety. , B. Cantinue d�wateri�.g in a�l required areas, un�il the ar�a has been completed and acoepted by the Qwner. . 3.02 � SPECIFIC REQUIltEMEI�iTS A. Soil borin�s indicate groundwater levels a�ove th� required ez�cavation level in the proposed lift station w�iwell. Such a candition can resul# in ar� unsiable excavation and �nadequate foundation. The�re%re, the Contractor must take whatever rneans are necessa�y to cont�ol groundwater inflow and pro�ect the foundat�on materia�. B. The following requirement5 are the inuu�num necessary to control graundwater intrusion into th� wetwell excavatipn. � .� -� . y 1. Install a suf�icient number a�well paints or other types af �� dewaiering system in arder tv lawer �he groundwater level �o a point thrae (3} feet belo�w the lowesi poin� in the e�rcavat�an. This ,..;,� 1eve1 shall be maintained until �he wefix�ell faundation has heen compteted. 2. Place a�our {4) inch mud s1ah, i�required by Engin�er, cflnsistang of three sack Ciass "E" concrete, aver the �xcavatia�. The mud slab sh�€1� be placed no later than twelve (12) hours a,fter tt�e excavation oft�he final layer is complete. 3. Keep der�►a�ering system in operation uniil the dead Ioad af the st�uc�ure exceeds possible buoyan# uplif� %rce on the �ixucture. 4. Dispose of groundwater ta an area wluch wi11 not interfere with const�ction aperatians. Pass groundwater through a ser�es of silt fences before o�£ siie disposai o�gro�xndwater, Fort Worth Water Depa�i�nent p2530 - 2 Dewatering and Dra�nage 5. Shut off dewatering system at sexch a. rate ta prevent a quick upsurge of water that may weaken the subgrade: 3.03 REPAIR OF DAMAGE Assume fiill responsibility %r ali loss and damage due ta fload, nsing wat�r, or seepage in any part of the work. Repair any dam�age to partially compteted work from these or cither causes by �ailure or iacl�. of adequate dev�ratering ar drainage facilities. � - I ' Fort Worth Water Department U2S30 - 3 Dewatering and Drainage IT'�IVI 0�930 SEEDIl�TG �D REVEGAT�l.T�UN PART 1 GEZVERAL �.U1 DESCRIP'I'ION - Pro�ride ali labor, ma.terials, equiprnent; tools, and related items required for preparing � ground, seeding axxcUor hydro xnulching. Areas requ.iring seeding andlor hydro,mulching shall includ� all areas disturbed by construction, incl�.ding Contrac�or storage areas. �.02 QUAY.ITY ASSURANCE A. Water: Water will be avail.able on �ite. Contractarr shail be responsible for making satisfacto�ry arrange�tnents with the Fort Worth Water Depax6ment prior f.o obtaining water. Pravide necessary meters, hoses, temparary piping, spri�lers, and oth�r watering equipment xequired to comp�ete the wark, B. Maintenan�e: Until final acceptance, and untiI an approved sta,nd ofr grass is achieved, maintain seeding and hydro-mulching by watering, cuitivating, cleaning, and replacing as nscessary to keep grass in a healihy condition. 1.�3 ACCEPTANCE The work will be acce�te�, when a com��eted, undamaged, stand af permanent grass is ach%eved, as approved by the Engineer. 1.04 SEEDING SCHEDULES A. Annual Rye Cx��ss: Ca�nplete between Se�tember 15 and A�ril 1. B. Bemzuda Grass: Complete b�tween Ap�l � and September 15. PART 2 PRpDUCTS 2.d1 GRAS� A. Bermuda Crrass: Lxtra fancy, hul�ed, and treated law� t�e seed with pur�ty of 95% ar better a,nd germination of 85°/fl or better. Weed �cantent less th.an fz%. B- Annua.l Rye Grass: Purity of 95°/a or better and a genminatian of 90% or better. Weed content Iess than �Z°/4. - Fart Wortfi Water Department 2930 - 1 Seeding a�d Revegatation 2.02 MUI..CH FIBER A. Wood cellulose for hydro m3xIch—.Weyerhauser or Cornweb with green colar additxve. B. The wood fiber mulch shall blend with grass seed, �'ertilizer, and other additives to form a homagenous sIuny- Upon applicatian, the muich material shaIl form a mat cavering the ground. �l�s rnat shall have the characteristics of maistuxe absorp�ion and percolation and sha�� cover and hoid grass seed in cont�ct with the soil. - C. The dye shall be bzod�grada��� and not int�ibit plant growth. P.ART 3 �XECUTION � 3.01 PREPARA'TIQN A. I: C�,ding: Verify that lawn ar�as ha.ve been final graded in acco�dance wi�h Ttam 02212, "Fi�ush, Grading". Es#ab�ish a dense ]awn of permanent Bernsuda grass in ail areas dishubed by construction activities, �xch as excavahon, trenching, and vehicle fxaffic. 3A2 FINAL GRAUING/5EED BED PREPA�.tATZON r;� :� C. Loosen areas to.be g�'assed and �ne rake ta break up lumps and pmduce a smoath, even grade, free fram unsigh�ly variations, ridges, and depressions. Rema�re and dispos� of stanes 2 inches ar lazger, sticks, roots, other debr�s, and grass slubble exposed during operation. Do not vary final grading elevations more than 3 inches. Main#aan pos�it�ve draina�e at all t�mes. 3.43 GR.ASS PLANTII�TG . : R�fer to seeding schedule and groc�ed with appropriate grass planting. Hydro-mulchi�ig: 1. F� A# #ime af seeding, soil tar b�e moist but not muddy, and wanc� veloci�y shall no� exceed � 0 miles per hour. Add water if rec�uired to moisten soil. Hydraulic mulch�g shall c�nsist of mixing wood fiber mulch, grass seec�, fertilizer, and other additives with wa�er. It sha�I be mixed ix� standard Fort Wo�th Water Depattment 293d - 2 Seeding and �tevegatation ,-�; ..� � . -� _ �,, :q . i �, a , � ,; hydra�lic mulching equi�ment to form a homogenous slurry. This sluxry shall be sprayed undex pressure, uniformly over the soil surface. The hydratilic mulching eqtupment �shall contain a continuous agii�ahon syst�m that keeps all materials in ur►iform suspension throughout the mixing and dis#ribution cycles. . 3. Using standard hydraulic mulching equi.pment, �he wQod fiber mulck�, � seed, and ferti�izer slurry shall be applied even�y�over the soil si�rfa.ce in �. ��, one-step operataan. The mixiu�e shall be applied to the area to be seeded within. �0 minutes a�ter a11 campanents are placed in the equipment. 4. Compie#e final grading and hydro-mulch rye grass ev�uly at a rate o� five pounds per thousand squars feet with cellulose fiber at a rate of fifly pouz�ds per thousand square feet and a fertzlizer rate nf eighteen pounds pe�r thousand square feet. � 5. Camplete fin� grading and hqdro mulch Bermuda grass at a rate of two pounds per thousand square feef, w:ith wood cellulose at a rate o� fifty pounds per thausand square feet, and a fertilizer rate of eighteen pounds per thousand square feet. 3.04 PERFORMANCE A. Es#ablish a dense lawn of permanent grass, free from hunps and depressior�s_ Yt sha1� be the respansibility o� tlie Contra.ctar to maintain planted areas until fihe approved stand is establish�d. Maintenauce shall cansist of watering, replan.ting, . maintaining e�i�ting grac�es, and repair af erosion damage. B. R�grass any area failing to show wniform cover. Such replacement sha11 continue until a dense lawn is established. 3.OS GRA.DE MAIl�TENANCE AND EROSION DAMAGE A. Maintain original grades af l�wn areas a.fte�r commencement of planting and during maintenance periad. B. Ptovide surface repa:�r to ruts, ridges, and trac?�cs. Replant areas required for final acceptance. 3.06 AGCEPTANCE The woxk shall b� accepted when a cample#ed, un��aged stand of grass is achieved, as approved by the City. A stand of grass shall be achieved whsn 95% of the grass area is covered and there is no uncovered areas in excess of Yen square feet. Fort Worth Water Department 2930 - 3 Seeding aa�d Revegatatian ITElI� 02950 S�LT FE�iTCE PART Z GENERAL 1.01 DESCR�P'�ION The placement of salt fences shall consist of materials and labox to place a filter fabric �ence as described here�n and designa#ed an the plan�. ' � FART 2 PRODUCTS 2.0 � SILT FE�CE Filter fabric sh�a.l� be woven vr nQn�woven geu#extile filter fabric made of eitther polypropylene, polyethy�ene, ethylene, or pnlya�ide �naterial. Geote�etile fabric shall have a grab strength o� I OD �si in any principle d3rect�vn (ASTM D�-4532), Mullen burrst str�gth exce�ding 200 psi (ASTM D-3786}, and the m�im�n apparent opening size af .8 mm. Filter f�bric materia� shall cc�ntain uatraviolet ray inhibitors and stabilizers to provide a minimum of six mont3is expected.useable constiuction life at a temperature range of �° to I2�° F. PART 3 E��ECUTION 3.01 CONSTRUCTION MET�30DS A. Provide filier fabric fence systems at all �ocations specifi�d on conshuction plans. • Filte�r fabric fence systems shall be iz�stalled in such a ma,nz�er that surface runoff vv��l percolate thmugh the system �n sheet flow £ashinn and aIlow sediment to be retained and accumulated. B. A#tach the filter fabric ta i inch by 2 inch wooden stakes spaced. a xnaximum of 3 feet apart a,rxd ern6edded a min�mum of 1 foai. 'I'he waoden stakes shall be installed at a slight angle towar�s the saurce af anticipated ru.n.off. � C. Tzeneh in the toe vf the filter fabric fence with a s�ade ox mechanica�l tre�cher so tha� the dow�ward face af the t�ench is fl.at �nd p�rpenc�icular tv the duec�ian of flow. Lay �iiter fab�.c along the edges of �lxe trenc�. Backfill and compact th� trench. D. The filter fabric should be provided in cvntinu�us rolls aud cut to ihe ler�gt� af the ,; Silt Fer��e to m���m�ze �xe use of joints. Whe� joints.axe z�ecessazy, th�; fabric shc�uld be spliced tagether only at a suppar� post with a. mzni.mum 6 inch overlap, and sealed � � securelY- � Fort Worth Water Departt�ent 2450 - l Si It Fence r � 3.02 MAIl�ITEN.ANCE Inspect sed�ent filter barrier systems after each rainfall, dazIy during periads of prolonged rainfall, and a minimurn of once a week. Repair or replace damag�d sectians immediately to restore �ie requirements of this specification. Remove sediment deposits when silt reaches one-third of the height of the fabric. J �'ort Wortl� Water Depadmer�t 2950-2 Silt Fence 0 0 n � r � PART1 GENERAL 7 :�1 W[]RK INCLUDED This i#enz dafines requirements for d�sign, constr�uction, erectian, and :remo�val of concrete fozmwotk. 1.02 REFERENCE STA�TDARD. American Concrete Instiitute, ACi 34'�, "Recomxnended Practice for Concrete Fonnwork". � PART 2 PRODUCTS 2.01 F�RM MATERIAI. A. S;nooth Forms: r�rEn� o�xao COli�C12ET� FORNiV�QRi� 1. Conshuct formwork wif.h plywood; tempered, concrete-fonn hardhoard; dressed lutnber faced with plywood or fiberboard 1in,:ing; metal, plast�c, or metal-fram.ed plywood-faceci, panel material acceptable to the Engineer to provide continuous, straight smoo#h surr�aces. Form mat�rial shall be free of raised grain, tam sur£�ces, worn edges, patch�s, dents, or other defects. Form material shall have sufficieni sbrength and thickness to withstand the pressure of newly placed concre#e without bow or deflection. 2. Smooth forms shall be used vn all concrete surfaces exposed io view or liquid in the comple#ed structure. Rough Forms: �. �� 1. Const,n�ct forms of dr�ssed or und�ressed lumber free of �ots, �� spli�s, o:r other defects. Forms shall be plywood, metal, ar othu� ,, maierial acceptable to the Eng7[neer. Material shall have sufficient strength and thiekness to withstand the pressure nfnew�ypiaced � cQncrete without bow or deflection. � � 2. Rough forms may be used o�u cv�crete surfaces that will not be expased to view or liquid in the completed struc#ure. Fort W�rth Water D�partrnent - (13106 -1 Concrete �orinwnrk C. Wat�rpyrvofed Sur£ac�s: At su�faces to be waterproofed, �rovide formwork with sufficient anchor pattern to faciiitate bond of the membrane watcrproofing. 2.02 D. Shores: Waod or ad3ustable metal type with �earing plates and with double wedges at bottom. . FO�tM ACCESSORIES .A. Form Ties: 1. Form �ies shall be af the removabl� end, permanently embedded body typ�, a�d shall ha�ve sufficient strength and rigidity to suppart and ma.�ntain the fama in proper positian and alignment without the use of auxiliary spreaders. � 3. 4. Use removable cones of nne-inch by one-inch rnianimum size oa the end of the �'orm tie. Grout depressions Ieft in cflncrete by the cones with non-shrink grout after the ends o�the cones have been removed. Provide ties with a water sea� washer for all liquid conta�ing structures. B. Chamfears: Provide a chamfer Qn all e�sosed edges by using either wooden o£plastia chamfer strips. Chamfer strips shall be forty �ive degree right angles in seetion witk� the two shorter sides measuring 3/�-inch. 2.03 DES�GN OF FORMWORK The design and �ngineeri�.g of all concrete fonnwoxk, including all shori.ng, bracing, and re-sharing, shall be the responsibility af the Contractor. Design . forrnwork for loads, lat�ral presswre, and allowab�e stresses as des�ribed in ACT 347. Allow for design consideration, wi.�.d loads, al�owabl� stresses, and athe:r applicab�e require�nents o�contmlling local b�ilding codes. Fvrmwork shall compensate for anticipated c�eflection d�ring placement of concre#e when required to mai.nta.in specific tolera�ces. Design formwork to be readily removed without impact, shack, or damage ta concrete su�r.faces and adjacent materials. PART 3 E�ECUTXON 3.a� FORMV�OR� CONSTR�TCTION A. G�eral: Fort Worth Water Department 03I4Q - 2 Coucrete l�ormwork ,-� � �_� i �� �� ---� .� .� , i --� .$ :-� s , .� �. All formwork, scaffolds, and work platfanms shall be.saf� and conform io OSHA requ�.rements. 2. Constru.ct and mau3tain formwork, complyivag wi�h ACI 347 and these spEcifications so that it will maintain co�ect sizes of members, shape, aiignment, elevatian, and pasihon during concrete pIac�ement, anc� untiX cancrete has gained sufficient s#a�ength. Prov�de fax openings, offsets, sinkages, keyways, recesses, moldings, anchorages, and ins�rts, as required. 3. Construct forms for easy xemavai without dama�e to c�ncrete surfaces. �4. ' Foxmwork shali be sufficient�y tight to prev�nt ieakage of aement paste during cancrete placement. Solidly butt joints and provide backup materiat at joints as required to prevent leakage and fins. 5. Chamfer strips shall be placed in forms to bevel all edges and cox�ners permanently exposed �o view, eiccept the top edges af walls and slabs which are �own to he tooled. Edges of formed jaints and int�rior corners sha11 nofi be b�veled unless shown or �pecified othexwise. Equipment bases sha11 have formed beveled edges for a11 vertical and harizontal corn�rs. Unless otherwise noted, bevels sha.11 be'/a-i�.ch wide. 6. Provide temporary openings, at least 2 f�. X 2 ft., at the base of column and w�ll fozms and at ather points as required to £'acilitate observation and cleaaung immediately before concr�te is placed. � � 7. If runways are required for moving equipment, pro,vzde %r suppvrt � ar runways with struts or legs resting directly on the �a�rnwork or . shuciural member. Da not allow xwlways or supparts io x�st an . the reinforcing stesl. � S. No fozrn supports s�all be cast in place ar�xemoved during or afte�r , � p�a�ement of concrete. i B. Forms for S�rfaces Exposed to View or Liquid � 1. Drill forms to suit ties used ar�d to preveni leakage t�f co�ncrete � moartar arouxid tie holes. Farm ti�s �all be unifarmly spaced a.nd aligried in harizonta� and vertical rows. Furna. ties shall nat � displ.ace or interfere with xeinforcing steel or other �nbedment � pkaceznent. Fort Wor� Water Departznent 03100 - 3 Concrete Formworlc � .,� 2. Provide sharp, clean corne;rs at intersecti�g planes with out visib�e edges ar affsets. �ack�oints w�ith extra studs or girts to maintain true, square, intersecti.ons. �.� 3. Form mo�ding shapes, rec�sses, aad projections with smooth-finish materi�als and install in. forms wiih sealed jaints to prevent �-� dispiacement. . 4. Form expased �corners ofbeams aud columc�s to p;roduce square, �� smaoth, solid, unbraken lines. Provide at� exterior �xposed carners with %-inc�a. chaznfer. 5. Ar�ran�e facing matenial in orderly and symmetrical fas�ion. Keep �#he nwmber ofseams fo a practicai minimum. 5upport facing material adequately to pre�en,t deflectioz� in excess of attawable tolerauces. 6. Far flush surfaces expased to view in the cornpleted stxucture, o�erIap previ+ously pXaced, hardened concrete with fvrm sheathuag by approx�mately 1-inck�. �Tald forms against harden�d cancrete ta � nr�aintain ttue surfaces, preventing offsets or Ioss ofmortar: C. Edge Forms and Screed Strips fur Slabs: Set edge fc�rms or butkheads and intexxx�edia#e screed s#rips �or slabs to abtain requirsd elevations and contaurs in the finish slab swrface. Provid� and secure units to support types o:� screeds reqtiired. 3.02 TOLERANCES A. Conshuct formwork so fhai concrete surfaces will be have a ma�cimum variation of'/4" over any 10 foot leng�th, or 1" over the eniire dimension Qf #he st:ruciure. B. Establish suificient coniro� paints and hench marks as references for tolerance chec�s. Maintain these �references 3n und.�shubed cond�tian unf�� final completion and acceptance of the praject. 3A3 ADUSTMEIV'TS 4� FORMW012K A,. Use wedges or jacks #o p�rovid� positive adjustment af shores and struts. Wedges used for final adjustmant of farms shouid be fastened in position after inspection and before cancrete ��acem.ent. B. Seeure�y brac�; fflrms against Ia.teraj deflections. Prepare and compensate for s�ttling during co�crete placement. Fort Worth Water DeparEmeni b3100 - 4 Concrete Formwark :� C. For wa]I openings, constxuct wood forms that facilitate any necessary loosening tfl counteract swelling of forms. 3.Q4 PREP.ARATION OF FORM SURFACES ri � 3.05 A. Be%re placing concrete, clean sutfaces of forms and embedded materials. Remove acoumuiated morta�r, grout, rus�, and othez foreign ma,tter. B. Coa# forms for eicposed Qr painted cancrete surfaces wrth form oil vr form- release agent before placing reinforcernent. Cover form surfaces with coating material used in strict accordance with the manufacturer's printed inshuctians. Do not a11ow excess coating maferial to acaumulate in forms or to. cDntact h.ardened cancrete against which fresh concrete will be placed. Remove coating material from reimfor�emen# before placing concrete. C. Other than retained-in piace metal forms, form for un�xposed surfaces may be wet �vith water immediately before concrete placement in lieu of � coating. Qne exception is that when a passibility of freezing temperatures exists, nse af a caating is mandatory. REMOVAL aF F�RMS � A. Forms on vertical surfaces, when �epair of sttrfa�e defects or finishing is ' required hefore conca-ete is aged, maybe removed as soon as concrete has hardaned sufficiently to resxst-damage from remvval'operatians. � B. Remove top farms on sloping surfaces of conc�rete as soon as cancrete has attained sufficient stiffness to pxevent sagging. Laosen wood fo�m� �or w�l apenings as saan as this can be a.ccomplished without damage to � concrete. Farmwork for columns, walls, sides of beams, and ath�r parts not supportm.g weight of concrete may be removed after 1� hnurs ' pxavided �hat concrete has hard�ned sufficiently to resist damage from � remvval operativn and pravided the removal of these %rnas will �at disturb meinb�rs supporting the weight of the concrete. C. All faxms and shoring used Eo support we�ght of concrete or any cQnstruction loads shali remain in place un�ii co�crete has reached �he � � minimum streng�h specified for removal of farms and shoring. In no case shall fv�ns be removed in less than fau� (4} days. 3 A6 REM4VAL STRENGTH The minimum concrcte compressive strengths for re�mo�al oi all formwork supporting tbe vveight af concrete shail be af least 75 percent ofthe specified Fort Warth Water Department 0310a - 5 Concrete Forxnwork �� _� min�mum 28 day strength of the c�ass of cancrete involved. Obtain permission af � Engineer prior to removal of forms. 3.07 RESHORIlVG A, When re-shoring is permitted vr required, plan operatinns in advance and '�� secure appmval ofsuch �perations. Whi1e re-shoring is iutderway, kcep live load aff the new consh-uctiaz�. Do nat pern�xrt conerete beams, slab, . , column, or ather structural member to be subjected to carnbined dead and ��� const�ruction loads in excess vf iaads permitted for dev�loped concrets s�tength at ihe time a�re�sharing. . :��, B. Place re-shores as soon as practicable after strippi�g operations are � complete, but in no case later than the end of the working day on whtch s#ripping accur�: Tightez� xe-shores to cairy the required loads without �� overstressuig constiucfion. L�ave re-shares Yn place unti� tests representative of cancrete being supparted have xeached specified sirength at the tim� of removal o� formwork supporting the weigl�t o:f concrete. � 3.48 FQR1V,[ REUSE Do not reuse forr�as �hat a�re worn or damag�d beyond repair. Thoroughly clean and recoat forms befoze reuse. For waod or plywood forms to be us�d far exposed smootl� finish, sauci o�r otherwise dress aancrete eonta�t sur�ace to orig�al conditian or pro��iie %rm Iin�er �acing material. For metaI fonns, stra.ighten, remove dents, and clean to return to original condition. � � � ,; � , i Fort Worth Water llepatiment � 03100 - 6 Concrete Formwork �TE1�I 03�04 CO�TCRETE RE�iFO�tGE1ViEI�TT PAl2T 1 GENERAL 1.01 SCI�PE ,, This i�em specifies xequirements for aXi concrete re�inforcement. Alsa ineluded aze grouting of reinforeement dowel bars. 1 A2 REFERENCE STANDARD A. Ame�ican Socxety for Testin,� and Materials (ASTM} 1. ASTM A 3b — Standard Specificatian for Sh-ueiural Stee1 _ 2. ASTM A 82 — Standard Speci�.cation far Co1d Drawn Steel Wire �or Cancrete Reinforcement. 3. ASTM A l SS — Standard Specification �or Welded Steel Wir$ - Fabric for Concxete Reinfoxcement, 4. ASTM A 497 — Standard Specificat�on for �lelded D�formed Steel Wire Fabric �oar Concrete Rein%rcement. 5. .ASTM �A 615 — 5tandard Spe�:ification fro Defornzed axxd P�ain Billet Sieel Bars for Cancrete Rein�'axcem�nt. 6. AS� A 675 — Standartl Specifica6ion for Steel Bars and Bar Size i _ Shapes, Carbon, Hot Ro�led Special Qua�ity, Subjeci to - Mechanical. PropertyRequirements. , , B. American Concz�te Ir�stit�te (AC� 1. ACI 315 — Manual o� �tandatd. Prac#ice for Detailin� R�inforced Concrete Shucte�'es. � 2. ACZ 315-77 -- Buildu►g Cade Requirements for R�inforced � Concrete - 1.03 SCJBM:i'T�ALS , � � A. Certificates: 1. Submit the man�zfacturer's certificates giving the propsrties of steel pr�posed for use. List the rnanufacturer's test nwmber and heai Fort Worth Water Department 03200 -1 Concrete Rcinforcement '�� '� n�umbe:r, cheri�ical analysis, yield poin�, tensile sfr�ngth, and � percen� elongation. .A1so idetttify on the certificates the proposed lvcatiQn of �.he steel in the war�. � 2. When for�ign manufactured xeinforcing bars a�r� proposec� for use, ths material shall b� te�ed :far conformanc� to ASTM requirements b� a cerrfified independen# testing labaratvey �oca#ed in the United States. Certification from any oth�r source is not acceptable. Furnish copies ofthe #est reports t4 the Engineer far xeview. Do not begin fabrication ofreinforcement until the material has been a�p�roved. The cos.t oftesting shall be borne by the supplier. B. Bill of Materials: Submit bills of materials to be reviewed with shop drawings. C. Shop Drawings: �. Suhmit shap drawings a.ccording to the Item 01300, "Submittals". Show reinfarcement fabrication, bar placement location, sp�ices, spacang, and bar designation,�bar type, lengih, size, bending, number ofbars, bar sugport type, and oth�r pert�xent infozxz�a�ivn, inaluding dimensxans. In�'ormation must carrespond directly to data listed or� the bill o�materials. � 2. Prnvide suf.�icient de�ail to �ermit placen2ent of reinforcement. Do not begin fahrication of reinf'orcing sieel unfil a.fter shop drawings ha�re been re�iewed and approved �y the E�gine�r. 3. �Detail shap dra.win.gs accorc�ing to ACi 315. 4. Reba�r submiital sha�l.l include the following inforin.ation: .� � a. Grade nf bars b. Table af bez�ding dimtensions, bar size, bar �ength, number . � ofbars, and bar spacing. c. The rebar sha11 be �isted separateiy for each sttuctvral elern�nt (wall, slab, footing, beam, etc.}. Each element � shall be labcled on �he reb�r list and clearIy identified on the shop ci�rawings. � d. Each bar. shall be identified such as corner bars, tie bat-s, � vertical bars, e#c. ,[ D. Manuiacturer's Tectuucal Litera�ure: Submit manufactur�r's technical literatuz'e on the epoxy grout proposed �or anchvring reinforcin� daweXs to �ort Worth Water Department 032W - 2 Cancrete Reint'vrcemenf hazdened cvncrete. Inforrnation shall �nclude manuf�cturer's recommended applicatian procedures. 1.04 HANDLING AND STORAGE � Store reinforcema�t above the ground on platfarms, skids, or other sx�pports. �ro#ec# reznfarcing, as far as practicable, fram mechanical injwry, surFace deter�oratior�, and rusting caused by e�.pasure to the weather. � � � .4S NOTIFICATION Natify the Engi��er at Xeast �4 hours be£or� concre#e placement sa that rein�orcement may be inspected and errors co�arected without delaying the work. PART 2 PR4DUCTS 2.01- REIlV"FORCEMENT A. Def�rmed Bars: Use defornaed bars, conformin� to ASTM A 615, as - � shown on dx'awin�s, for al� hars excep# those s�own on drawings to be smonth bazs. When grade is not �hown on the drawings, use C-�rade 60. B. Smooth Bars: Use smooth bars cor�orming to ASTM A 3G, Grade 60 ar ASTM A 675 Grade 70 �or all bars shown. an the drawings to. ba �maoth , bars. C. Marking. Clearly marle a11 bars with watexpraof tags showing the number ofbars, size, mark, length, and yield sbrength. D, Welded Wire Fabric: 1: i�Velded Smooth Wire Fabric: Conform to ASTM A 185 2. Welded Wire Defarmed Wire Fabric: Conf'orm to ASTM A 497. � 3. Provide wire �ize,�spacing, and type shown. Where type is nat �'• shown on the drawiings �se welded smootl� wue fat�ric. 2.02 T�E 'I�VIRE Use 18 gage annealed steel �ar tie vsrixe. 2.Q3 B.AR SUPPORTS ' Provide chairs, riser bars, t�es, and other accessaxx�s made af plastic or metal, � except as otherwise specified.. Bar supports and accessories shall be made af the I . Fort Worth Water Depariment D3200 - 3 Cvncrete Rcinforcernent � � .� si2es required fo provide concrete cover as specified. Metal bar supports and accessories shall be Class 1 ar 2, confarrning to the requiremen#s of the CRSI I�Ianual of Standard Pract�ce. � � � 2A4 EPDXY GR�UT .,� � Epoxy graut shali be high st�rength rigid epoxy adhesive manufact�red for the , purpose of anchoring dowels imto hardened concrete_ ;� 2.05 FABRICATION � A. Bending: Fabricate bars to the shapes shown an the drawings by cold - � � bending. Bends shall cvnform to the minim�.xn bend diameters spec�ed in ACI 3]. $. Do not straighten or re-bend bars without specif c appxaval. � ..� B. Splices: Locate splices as shown on the drawi.n�s. Where it is necessary , tQ splice reinfoxcemcnt at locations other than shown on the drawings, the 'R sp�ices �hall be approved by the Engineer. Use a rninimiun number of � splices located at po�ints of miniinum stress. Stagger splices in adjacent bars. � � C. Canstruction roints: Reinfoxcing steel shall be continuous tixrnugh construction joints. • D. Fabrication Tolerances: Bars shall have a maxirnurn tolerauce of one inch. PA.RT 3 - EXECU'�'S4N - � 3.01' CLEANING Cl�an reinforcement of alI scaxe, Ioose or flaky rust, or ather foreign material, � inclucling oil, mud, or cnating that will reduce the band to the concrete. � 3.02 PLACEMENT � A. Interferences: �f 7reinforci�g steel interferes rn�th the loca�ian of other reinforcing steel, condu�ts, ar ofiher embedded items, bazs may be moved within specified toleranees or one bar diameter, whichever is grea#er. �f �� greater rnovement is required to avoid in#erfer�nce, natify the Engineer. B. Co�crete Cover � 1. Slabs ar�d Walls a. Tap and Bo€tom bars for dry eonditions: � 1" Fart Worth Water Department 032Q{} - 4 Concrete Reinfotcemen! ,� b. Formed concrete seirfac�s exposed to weather, wat�r, or sewage: _ 2. Beams and Columns a. Far dry conditions b. Exposed to earth, water, sewage 3. Footings and Base Slabs a. At fonmed surfaces bearing on conc�rete mat ' b. At unformed sur�aces in contact with earth: 2„ I-112" 2�> 2,� 3'° Caver for rei�farcing st�� shall not be less �han the minimum shown aba�e and shall not exceed tha minimum by more than %x". C. Placement in Forms: Use spaeers, chairs, wire ties, and other accessvey ittems necessary to properly assemlale, space, and snpport rein%rcin�. Wiure ties through forms and temporary spacers will not be allvwed. Provide accessaries of sufficient number, size, and strength to adequately prevent deflection or displacem�nt of rein�orc�ment due to con�st�uction loads or concrete piacement Use appropriate acce�saries ta position and support bolts, anchors, and other embedded items. TiE reinf�rci�ng bars at each intersection and #n accessories. Blocking rein£arc�ent with concrete or m�svnry is pmhibited. D. Placement of Concrete on Ground: Support rein�orcement an pre-r,ast � concxete block spaced at approxima�ely 3 fe�t on center each way. Use a minimu�m of one block for�each nine (9) square feet. Tie blocks to at Ieast one reinforcing bax using tie wires embedded in the block. ' � E. Splices: � . : - 1. Do not splice bars, except at locatiuns shown on the dra.wings or the reviewsd shop drawings, wifhout approval by the Engineer. 2. Lap Splices: Tie securely with wu�e ta prevent dispiacement o� � splices during placement of concrete. � � � F. i Construction �oints: Place reinforcing continuous through cvnsir�tcrion joints. . G. Welded Wire Fabric: install wi�e fabria i� as long lengths as prachcable. Lap adjoining pieces at least c��ze full mesh plush 6�nches. Lace spYices �w�ith wire. Do not m�ake end laps midway between supporting bearns, ar Fort Wvrtf� Water Depa�tment 032a0 - S Conctete Reinforcennent --� directly over beazns of con#inuous struci�res. Offse� end laps in adjacent widths to pre�ent continuous laps. �� H. Fie�d Bencling: Shape reinfo�cing bent during constxuction operations to conform to the drawings. Bats shall be cold bent; d�a �ot heat bars. Closely inspect the reinforeing fox breaks. �f rein€orcing is damaged, �� replaced or repair as ci�rected by the Engin�er. Do not bend reinforcement after it is embedded in the concrete. Do not field bend any reinforcing without Engineer's approval. '��� J. FieId Cuttixig: Reinfo7rcing bars cut an the job shall be cut by shearing or sawing. Do not cut bars with a cutting torch unl.ess approved by the _� �ngi�eer. 3.03 GR�UTING OF REINFQRCING BAR.S Use specified epox�r for anchorin� reinforcing steel �o e�isting cancrete. If ' _ diameter of hole is not specificaXly dimen�sioned in the drawings, drill hole in � R existing concxete tha� is %a-incli to !z-inch larger than the diameter Qf the reinforcing ba�r. Lnmediately priar to instaltation of the xeinf�rcing bar, blow the hole clean of all debris using compresse�d air. Partially fi11 the hole vvith �poxy. � Use enaugh epo�ry so that when the baz is rnserted, the epoxy grout will completely fill the ho�e araund �he dowel. Dip the end of the reinfox�cing t�ar �n Y epoxy and install into the partially fiiled hoxe. Fallow manufaeturer's instructions in use of epoxy. .� � Port Worth Watar Department 0320R - b Concrete Reinfarcement T�EM 432�0 COI�TCRETE JUIl�TTS A,�D �11�BEDDED IT'Eli� PARTI GENERAL 1.01 V4�ORK I�TCLUDED This item specifies requirements for all conc�reie join#s and embedded items �or cast in place concre#e. ' 1.02 REFERENCE STANDARDS A. American Socie#y for Testing and Materia�s (ASTM) 1. 7. 8. : C. +� w� 4. S. ASTM A 120 — St�ndard Specification for �'i.pe, Steel, Black, and Hot-Dipped Zinc-Coated �Galvanized) Welded and Seamless. ASTM C 881— Standard Specification far Epoxy Resin-Base Bonding 5ys�ems in Concxet�. ASTM D 994 — Standard 5pecification for Prefo�tmed Expansian Joint Filler for Concrete {Bituminous Type). ASTM D� 190 — Star�dard Specifica�ion for Concrete Joint �ealer, Hot-Powred Elastic '�ype. ASTM D 1751— Standard Specifica�ion for Prefornned Expansion Joint Fill�rs for Concrete Paving and 5#ntctural Construction. d. ASTM A 1752 — 5tandard Specification for Preform�d Sponge �2ubber and Coxk Expaz�ion �oint Fillerrs %r Cancrete Paving and Structura� Canstruction. .A.STM D 1 KSO -- S#andard Specification for Concrete roint Sealer, Cold-AppIication Type. ASTM D 2G28 — Si�andard Specification for Prefvrmed Polyc�l��.,y�.,.�e Elastom�ric 7o�►.t Sea1s for Concrete Pavemen#s. 9. ASTM C 920 -- Elastomeric 3oini S�aIants US Army Gorps flf Engine�rs (CRD): CRD-0572 -- Carps of Engineers specifieations for Polyvinyl Chloride Wat�rstops. Am�e�rir.�n. Concrete Institute {A�CI} , Fort Worth 1hFater Depaztment 03250 -1 Concrete Jouits and Emhedded Items � 1. AC� 503 -- Standard Specification for Bonding Plasric Con�rete to I�ardened Concrete with a Mult's-Co�nponen# Epoxy Adhesi�re. 1 A3 SUBNIITTAL� I:� Sul�mittals shall be made in accordance with the rec�ui7rements of Ttem 0130Q, "Submatttafs". Suhmit the following items: � 1. �ahop Drawxngs: Submit shop drawin�s showing all concrete - joints, pFoposed setluences for cancrete placement, and type Qf concrete specified. 2. Produc� I7ata: a, b. PART 2 PRODUCT� When substitutions are prapased by the Contractor for accepfable bra.nds af materials specified herein, subrnit brochures and samples of �roposed substitutions to the Fngineer for approval befare delivery to the project. �ubmit manu£a.cturer's tecb�n.i.cal literature on produ�t _ brands, proposed �ar use by the Contractor to the Ez�gineer for review. The submittal sha11 u�clude �he manufacture�r's insiaXlation andlor application instruction. Submittals shall be ma.de orz fhe follawing pxoducts: 1,) 7oint sea�ing compound and pr�mer 2.) Banding A�ent 3.) Elastomeric compression seal 4.) Waterstops 2.01 EXPANSTON JOINT FILLER z.a� 2.Q3 Pre£artned hituminous typ�: canfonx�.ing to ASTM D 99�.� Pmvide 3/�-inch thich filler uYiless ot�erwise shown. Use bituminous for exterior slabs and pav�ing. EXPANSION JOINT FII,LERS, NQNBII"�JMIN�US Prefarmed Type III self-expanding cozk fzller conforming iv ASTM D 1752. Us� non bituminous �oz interiar slabs. 70INT SEALING COMPOUNll (BITUM]NOUS 701NT FILLER} Catalytically blown as�halt type to be used with bitumino� type joint filler. Gulf Seat No. 622-X Medium �pecial Ca#alytacally Blawn Asphalt Joint and Crack Filler as manufactuted by Gu� States Asphalt Co�pany, Inc., Ho�ston, Texas, or Fort Worth Water DepaFimen# p325D - 2 Concrete 7oints •and Embedded ltems ..l approved equal. Use Gulf States �hatt Company Priznex No. 207, ar approved equal, for priming jo�nts before pouxing seal. 2.44 JOINT SEALING COMPOUNDS (NON BITUMINOUS 3OINT FTLL.ER.} Single ar multi-camponent cold-applied �lastomeric typ� joint sealants confarming �o A,ST11+i C 920. Sealant shall be gray in calor. Prov�i�de joint prs'mer accordi�ng tQ manufaaturer's recommendafivn,s. � 2.45 CONCRETE BONDING AGENT Shall permanently bond fresh wet conc3rete to cured concrete and sha1� conforn� to ASTM C 881, 7`ype II. Crade and class shall be as required for the praj�ct applicahon. ,A� field servicc rspresentativ'e ofthe mauufacturer sha11 be available du.ring th�; application to inst�uct the Cantractor in th� prope:r use of the product when so requested by �the Engineer �r th� Con#ractor. 2.O�i F.�PANSION 70INT DOWELS Smoath steel bars canform►ing to the requirements of the concrrete rei.nforcing s�ection. Cut d�we�.s to length at shop ar mill before delivery ta #he sitc. Dawels must be straight and cl�an, free of loose flaky rust and loose scale. 2.07 WATERSTOPS Waterstops shalI be mad�; of virgin pal�vin�I chloride compound and shall cQnform io the �requiremenis of the Corps of Engineers Specifica.tion CRD-0572. Waterstops sha.11 be praduced by an extrusion process and shall be uniform in dinri�nsi�an, homogenous and free from porosiiy. Unless athez�vise shown, use waterstops of 6�inch �unimum wi,dth an.d 318-inch minimum thickness. Wate�rstop conshuet�on shall include: A. . Con�truction Joints: 5e�ated #ype with center bulb B. Expansian 7oints: Dumb-bell #ype with a minimum %4-inch diarneter center bulb. PART 3 - EXECUTIO�V 3.01 PLACEM�� 4F ElVdBEDDED ITE�S A. Placc e�bedd�d items tn �east impair strengih of the structur�. - Obtain � appx'avaX af to�ations for emhedded items not sh�wri an the struciural drar�ings before p�acement of concret�. S�.ould �ocations af embedd�d Fort Wort� Water Department 03250 - 3 Concrete loints and Embeaded Items _� atexns be detrimental to the sfrength of �he star�ctut'e, notify the Ertgiuser and �relocate i.tems as d.irected by the Engine�r. � B. Da nat cut or reposition reinforcing steel ta facilitate installation of inserts, co�duit, sleeves, anchar bolts, mechanical openings, and similar items wi#ho�xt prior�approvai aftlae Engineer, except that r�inforcing bars may '�' b� moved one bar dia�n.eier or wit�in tolerances specified. 3.�2 CDNSTRUGTI�N J�OINTS ��, A. Make cons#ructia� joints only at locations shown on the e�rawings, #he reviewsd shop dxawings, or at lacatians approved by the Engineer. Any ��' addatianal conshuction joints ar relocation of construction joints pmposed by ihe Contrac#nr shall be submitted to the Engineer far review. S'� B. J'oints shall be loca#ed to least i�npair the s#rengtb. ofth� str�cture. Locate - �oints in wa�ls and eolu.r�ns at the underside of floors, slabs, beams, and at ; �� tops of foatings, or floor slabs. � C. All join�s shalI be perpencUicular ta main rei�.forcement. Continue all �� rein£a�rcing steel. Unless otherwise shawn, provide lflngitu�i�a� keys at leask 1-1/2 inch deep by one-third o£the wall thi,ckness,�cen#ered in the wa11, in all joints in wa.11s and slabs, and beiween wa11s and slabs of , footings. When joints in beams ar� allowed, prov�ide sh�ar key aud inciined dowels as direc�ed by the Eugineer. D. ConstnEction joints zn slabs on ground shall have a groove in the top of the slab, at the joint, as detail�:d to receive jai�t sealan�. E. Prepare �oints by roughe:nuing the concrete suxface i� a rrianner which will expase aggregate uniformly. Remove latence, �oos�n�cf particles of a�rega#e, damaged concrete at siu�f'ace, and nther substances which may prevent adhesian. Prior to placing concrete, coa� �orizonta3. joint surface with a mixiure of neat cement grout. F. Between new and existing cancrete in water bearing and below grade siruciures where ins�a�latian afwaterstop is nat possible, use a bonding agent applied to roughened and cleaned swriaces nf concrete. Fa11ow n�anufacturer's recox�umendations and these specifications with respect ta preparation of surfaces and applications of bond agent. , G. Pravid� waterstops in ali wall and slab construciion �oints as sp�cif ea in all water bear��g structt�re:s, all below grade joints, and a11 locations shown - on the drawings. Fort Worth Water DepartmenE 03250 - 4 Coi►crete.Toints and �mbeddeci items 3.03 EXPA�+TSIDN JOIlrTTS A. Do not extend reinforcemeni or ather embedded meial items that are continuoeisly honded. to concrete through any expaxE,sion joints. B. Posiiion expansion joinfi filler material accurately. 5upport ag�.inst �displacement during concrete placement and vibration. Place filler the full depth ofthe member less and allowance #o fo�tn a groove for sealant as � detailed.. 3.04 ` DOWEL� Where indicated on drr�.wings, install dowels at :ri.ght angles to construction jaint� and expansion jain#s. Align dowels accurately with finished surface. Rigidly hold �n p�ace and support during cvncrete placernent. Unless viherwise shown on fihe clrawings, a�ply ail ar. grease to one end af all dowels through expansi.on joints: � � � 3.05 CONTRACT�ON J'OINTS A. Make top grooves for contraction joints in sla.bs on grade as detailed and seal as specified. Grooves may be made �with fa�ns or may be sawed. B. If contracfion joints are sawed, prope��y time cuttin� with conczei� set. Start cutting as soan as concrete has hardened sufficiently to prevent aggr�ga�es from b�ing dislodged by the saw. Complete cutti.ng before shrinkage stresses have developed sufficiently to ind�ce crdcking. 3.06 BONDED JOINTS Bonded joints shall be used only whe�re shown on the drawings, where s�ecifiec�, or t�pc�n written app�oval ofthe Enginee�r. Prepare sur�face to be bonded and apply � ' banding agen# in strict accordance with the manufacture�r's inst�ations and ACI 503, except that surface preparation by a.cid etching will not be allowed. Foxms in the area of the bonded joint sha11 be propex�iy protected so that any bonding agent �hat may be inadvertently applied to #he foxm will not bond the farm to the � concrete. - � 3.07 WATERSTOPS A. Provi.de waterstops in a11 hQrizontal ari vertica� joints in fou�dation slabs - and peripheral walls of all structux'es up to a minimum o� I2 inches above final ground Ieve�, a�d all walls and slabs of liquid. con#aining stract�res or cornpartments to a m�izumum of �2 inchss above maximum liquid levsl, waiess speci�ically shown otherwise on the drawings. Fort Worth W�ter Departrnent 03250 - S Concrete Joints and �mbedded Items -� B. " Each piece of pre-�olded waterstnp must be of maximum pracl�cabie length for a�u�nunal number o�end joints. C. All waterstops sha11 be continuans, and so jointed as to foa�m a cornplete b�rier �Yo ths passage o� water through any construcrians contract�ora, or expansian joint. D: Joints i� PVC wate4rstaps shall be made by hea�-ing the two surfaces to be jouyed until the materia� has softened to the point where at is just short af being fluid and then bririging the two softened surfaces #ogetlier with a s3ight rabbing motion followed by firmly presszng thein together �o that a solid and tight bond is made. E. 'The joints in strips o£waterstop made in the above mariner shall be such that �e entire cross secti.on ofthe jdinf sha11 be d�se, homogeneo�s, and free of all, porosity. All finislaed jaints shall have a tensile sfreng#h of n.ot less than 75% o�the material o�the strip as extruded. �`. The heating ofthe surfaces to be joined shall be done by mea�ns of az� electric hot plate designed for this specific purpose and controlled by means of a voltage regu�ator. G. P�ovide jigs to hoId a11 jaints in proper alignment. H. A11 waterstaps shall be in�talled so that half its width wxll be �mbedded on each side af the joint. Tha method selected for hoiding fhe waterstop in position inust ensu�e that the waters�trp will be he�d securely in true ' positinn and in straight aligument in the jaint during placement and vibratian a£the concrete. 1. Cantractor may elect to drill holes in waterstops ap�roximate�y 1 .inch fram each edge or between the outermost rihs at each eclge and center tl�e waterstop in the joint. Tie both edges of the waterstop and fast�n to rein£orcing steel with black annealed steel tie wira as specif ed for tying rein£arcing steel and secure ua place so that th� waterstop will be perpindiculaz �a th� joint and remain in the required positian during concrete ar grou� pIacement. The spac�.g of the waterstop ties shall rnatch the spacing af the adjac�nt reinfoxcing, but need not be spacad cla5er than �2 inches an center. 2_ Contractor shall xnstal15,00Q psi grout (S sack) a minimum of 2" above #he waterstop in arder to pxevent aggregates in concrete from crushing or defor�ning waterstop. Fnrt Worth Water Department 0325Q - b Concrete Joints and Ecnbcdded Items � I. Care shall be exercised to ensvre that the waterstop is completely embedded and withaut voids. 3.08 SEALING JOINTS A, Thoroughly clean and pri.m��oints to be seaied befure applying sealan�: B. Appl� sealants in accardance with manufacturer's recommendat�ons. C. Sealant sha1l be applied when.the ambient tetnperature is �ietween �4 aud 90 degr�es F, unless xecommendad o#herwise by #he manufa�cturer. D. During powring npera.t�ons, exercise caxe to prevent sealant fram spilling or�tv surfaces adjacent ta grooves. 3.09 SLTTING ANCH[?R BaL'�'S A. Set anchor bolts £or slxuctural steel specified in Division �— Metals, according to this section. B. Tnstall eqt�iprneni anchor bolts as required by the equipment manufacturer. C. Provide accuxately m�de templates far pasitioning anchvr bol�s. 3. �0 QTHER EIVIBEDDED ITEMS A. It is the Contractor's respansibi�iiy to cagrdina.te the requirements for embedded items and to ensu�e ihat the embedded items are prop�rly p�aced. . B. Accwcatelypositior� az�d support �mbedded items aga�nst displacement during eoncrete p�acernent. C. Voids in sle.�ves, inserts,, anchors, etc., shall be �Iled fempnxarily with - reac�ily. removab�e material to pre°vent th� enhy of concrete inta the voids. D. Conduits, pipe, and inserts o�aluminuzn shall not be embedded in shuctural conerete ux�Iess effectively coated or covered to prevent a�urninurn-concrete reaction ar electcolyt,ic act�on between th.e aluminum and siee�. Fort Worth Water Department 03258 - 7 Concrete ]oints and Embedded Items ITEI� 03300 CA,ST-�l�iaPLACE COPICRETE PART I GENERAL LOl SCOPE A. Furnish aIl labor, fnateria.ls, tools, equiprnen� and related items required to ' perForm �e cast in place reinforced struchual concre�e wark as specifi�ci_ B. Cooirdxnate the requireme�ts �f this item wifh all other s�ctiQns of ° - Division 3, Concr�te. � C. Per€orm "Leakage Tes�" of all hydraulic stxuetures. I L02 REFERENCE STANDARDS ,' A. American Saciety for Testing and Maierials (ASTM) B. Americ� Concrete 7n�titute (ACI} � 1. ACI 613, Recornmended Pxactice for Selectin.g Proportions for Cancrete. � � � 2. ACI &8-63, Plaeing Concrete �yPumping Methods 3: ACI 318, Building Code R�quirements for �einforced Conerete 4. ACI 350R, Environmental Engineering and Cancrete Sfrucctures � .03 SUBMITTAI.S A. Submit.test da#a for the proposed concrete design m.�x(es}. The #est data . shall be prepared by an independent certified testing fabaratory empl.oyod and paid by the Contractor: The d�sign mix submittal sha11 me�t #1ze foIl�v�ring requ:irements' � , . 1. 7 and 28 day compressive strength resut�s for the specific praposed . concre�e design mixes. 2. The manu�acturer's technical information for each type of �' admixture proposed �ox use in t�e pxoject. B. Sub�nit mantt�acturer's #echnicai literatt�re and application pracedures for Fort Wor�h Water Deparlm�ent Q33Q0 - 1 �ast izt Place Cnncreie I � �. anyproducts proposed as alternates �o those specified herein, including: 1. Air entraini�.� agents 2. Admixtures a�d curing materials 3. Jaint sealants 4. Form ooating materials S. Concrete finishing and coating products. � � C. It is th� contractor's.responsibility to provide informatian requ3red by the Engineer to evaluate and approve an alternate to any product lisied as a -� 5%�11(��.i'(I, p�(iUa]l� lil iill5 5])eC1�1Ca�10ri. The Engineer reserves the right to reject any proposed alternates. 1.0� STORAGE OF lt�lATERIA�S A. Cem.ent: �tore ceinent in watertight buildings, bivas, or silos to provide prntection fro�n dampness, and contatnination and to minimize w�rehnuse set. � B. Aggr�ga#e: Arirange and use aggre�ate stockpiles to avaid exces�ive segregatian or contaminati.on with other materials or with ather sizes of like aggregates. Build stackpiles in snccessive hprizonta.11aye�rs not exceeding thtee feet in thickness. Complete each Iayer be�o�'c the next la�rer is st�.rtEd. Do not use frozen ar partially frozen aggiregates. C. �and: Before using, allaw sand to draux unril a unifonm. moisture content is reac�ied. D. Admix#ures: Store adlnixtures to avoid contamination, evaporation, ar � damage. Fa�r those used in the farm oi suspensions ar non-stable ., solutions, pro�ide suitable agitating equipznent ta assure unifarm distributian.or ingredients. Pratec� liquzd admixhires from freezing and other temperature changes which wouid adversely affect their �, characterzstics. 1.05 CONTROL OF CONCRETE MI��'URES A. Consistency: Test for slump sha�l b� per�ormed at the job site in�nediately prior to placing in accortlance with Method af Slump Test for Consistencyo�Portland Cament Cancrete (ASTM C143). Ifthe sl�tznp is �or� Warth Water Depaz�ent 03300 - 2 Cast-u►-PIace Concrste t greafier than fi�ha# specif�ed, the concrete shail be rejecied. Coz�crete showing either paor cohesian ox poor coating of the coaarse aggregate with pasie shall be remixed. If the slump is witla�in the allowab�e limit, but excessive bleeding, paor workability, or poor finishability are observec�, change� in the concrete mix shali be abtained only by an adjustment of one or more of the fvlls�wing: . 1. 2. 3. Th� gradation of aggregate The propvrtion of finE and coarse aggregate The percentage of eAtrained air within the allowable limits B. Air Content: Tesi far air cont+�n# shalt be made on a fr�sh concrete sample. A,x':r content fa:r concrete made of ordi�ary aggregates having 1aw absorption shall be made iri accordance with either Method of Test for Ai� Conteni ofFresh�y Mixed Concrete b�► the Fressure Methad (ASTM C 23 i), or Method of Test for Air Content of Freshly Mixed Concrete by the Volwnetnc Methad {ASTM C 173�_ If light weight aggregates or a�gregat�s with high absorpt�ons are used, the Iatter test meihod sha11 be used. C. Unit Weight: Test in accordauce with Method Test for Weight per Cubic Foot, Yield, and Air�Conte�t (Gravimetric} ofConcrete (ASTM C�38). ll. Strengfh: Com�ression iest specimens shall be made and cured in accordance with Method of 1V�aking and Cuxing Concrete Compre�sian and �ZexUral Test Specimens in the Field (AST'M C 31); Strength af Molded Concrete Cy�inders (ASTM G 39). PART 2 - PRODUCTS 2.01 MA'r`F?R�Ar � . A. Concr�te: All strttctural cc�ncre�e shall be naxm�l weigizt concrete weighing na ranre than 14S pcf with a min�imum eompressive sfrength of 4,040 psi at 28 days. B. Cemen�: 1. 2. Cement shall confotm to �1STM C-150 Type jA and �7A, Specification. for Port�artd Cement. �nty one type a�d brand of each type of cernent shall be pemz�itted Fori Worth Water Depamnent 03340 - 3 Cast-in-Place Concrete -� 7i� a11y OIIe Strt�Cttir�. C. Aggregates: Fine and coarse aggregates shail confarm to ASTM C33, �-�fi Specifica�ion far Concrete Aggregat�s. D. A,dmi.xtures: � - x 1. A high-range w�ter reducer {superpl�sticizer) is required on a�I ' wall �oitx�s and is optionaI in a.11 other concrete. The high-rang� '� y water red�zcer shall cvnform to A�.STM C-494, Specification �or Chemical Admixtures in Conc�rete. _� 2. Air entrai�.ing is required in all concrete and shall conform to ASTM C2G0, Specification for Aix Entraiaung Admixtures foz _� CQncrete. E. Reinfo�'cing Steel: , � 1. Re�nforcing steel shall confo�m to ASTM A51 S, Grade 60. . � 2. C�early mark ali bars with waterproof tags showuag the number of bars, size, xnark, le�gth, and yield sbrength. r 3. �`ie wire sha11 be l. $ gage annealed steel F. Baar Supports . � 1, Bar supparks and accesso�rie� shall be of �he sizes required to provide the concrete cover specified. Where cnncxete surfaces are �� exposed to the weather, or iiquzd in hydraulic str€�ctures in f�ished work, �rovzde plastic accessories oi}ly. Whexe polyethylene sheeting is used beneatl� slabs, bar supparts shall be pzvvided that ��' will not penet7rrat� the sheeting. 2. Precast concrete bar s�xpports shall u�e �the same class of conczete as �pecif ed for t�e c+oncrete of the structure. The height of the biack sha11 b� the same height reqnired to provzde the cover , specified �for reinforcing. The block shal� contain wires far I' securing the block to the reinforcement. ' G. Formwark � 1. Design and detai,ls of formwork shall confoarm ta ACY 347, Grui.d� t to Formwark for Conerete. Fort Worih Water Deparnnent 03300 - 4 Cast in-PFace Cancrete � G 2. Use smooth. forms on a11 vertical concrrete surfaces �xpased to vi.ew or to water. Rough forms rnay be used on all cor�crete surfaces not exposed to view or to water. Form material shall have s�icient strength arid thickness to withs�and the hydraulic pressure of newly placed concret� without deformatian. �. �mnath �orrns sha11 be stee2, smooth dr�ssed waad, plastio-faced � p1�+�wood, fiberglass, ar ather xnaterial apgroved by the Engineer. The �orms s�all provide a co�tinuaus, straight, smaoth surface. Fann material shalI b� free of raised gcain, torn surfaces, vvam edges, patch�s, dents, or o�lier defects. � 4. Rough fonns shall consist of undr�ssed �umber or plywood free of iaiots, splits, or oth�r defec#s. . 5. pravide chamfer strips at all edges of concrete exposed to view. Size of chamf'e� to be �/a" uniess shawn otherwise on engineering drawings. � H. Form Ties l.. The forxn �ie assembly shall provide cone shaped depressions i� - inch diameter at fhe �xrface and 1-1/2 inches deep #o allow for patching of the tie hnles. � Z. Tie rods to remain in place shall provxde tight fitting washers at midpoint_ Washers are nat required form multi�rod �ies. I. Fonn Coatin.g Materia�s 1. Foxm coating shall confax7m �o ACI 347, Guide fo Forr3awork for Concrete_ 2. Form coating must not band with, stain, o:r ac�versely affect concrete su�'aces. 3. Foxm coating must not unpair subsequent ixea�nent af concrete surFaces, including bonding agents, curing ca�mpnt�nds, anti waterproafuxg. J. Gtiaring Materials 1. � Membrane curing compounds shal� conform to ASTM C30$, �vrt Worih Wafer Department 03300 - 3 Cast in place Concrete �� 2. � K. � Wa�rstops and S�alants �. Wate�stops shall be PVC with a minimum f�ckness of 31$" and a minimum width of 6". PVC wa#erstops shall ba continuous, placed according to ma�ufacturer's recommendations. .A. 2.[�2 PROP�RT�ONING AND MIXING C4NCRETE ; 2. Mimimurn cemen�itio�s content for �4,000 psi conexete shalk be 540 pvunds per cubic yard. 2. Sealaut shall be Sikaflex l.a, ar appraved equal, applied accorduYg io manufachxrer's xecommendarians. Proportioning Stnxchiral Concrete 1. Select proportior�s of ingredients ^to produce a conaret� having proper workabiiity, dnrability, sfreng�h, and a�pea.rance. Propoxtion ingredzents to praduce a mixture that will work readily into corners axkd angles of fo�ris and arauxxd r�in�orcement by methods o�placing and consolidation employed in the project. Co�crete mix sha11 not allow materials to segregate or allow excess free water to collect on the surface. 3. The maximu�x� a.Xlvwab�e water/cement ratia fvr �t,000 psi eon�crate shall not exceed 4.4a. inciude free wafer in the aggrega#e in alI water/cem�nfi ratio computations. 4. � Siandard Practice for C�ning Concrete. Membrane curi�tag compomnd shall be applied ai the manufacturer's r�comme�►ded application rata. Polyethylene film used for curing shali con�orm to ASTM C�71, Specificatian for 5hee# Materials for G�ring Concrete. Stump sha.11 be 3-5 inches. When a hig%-range water reducer is used, slurnp sha�l not �ceed 6 inches. Air content for 4,OOa psi concrete shall be 4-7°!0. Mixing Conczete Provide adec�uate �acilities �ar accwraie measurernant and control of each Fort Wor�h Water Deparnnent 03300 - 6 Cast-in-�lace Concrete �� -�s , F � g �. x � rnaterial used in each batch of concxete. The accuracy of weighing ea�uipment must can�oxm to applicabla reqtxirem�nts of ASTM �or such equip�nEnt. Tiak iir�formation for �ach huck o�deliveFed concret� must include the follawing in�'o�mation: 1. Truck number 2. Time #ruck l�ft batch plant 3. Time trucic a�rrived at construction site 4. Weights �or cement and ag�'egates as batched 5. Concrete batch number 6. ' To�al amount of water and admixtures 7. Temperature of eoncrete Deliver recorded ticket copies with concrete. - Provide Contractor with one copy and Engineer with one copy of tickets. PART 3 - EXECUTION 3.O1 REINFORCEMENT PLACEMEI�TT � : Place and hold reinforcement in position sa that the cancrete cov�r; as measured from the surface of the bar to the forin s�rface, is as fnllows: Cancrete cast aga�ns� permanently exposed earth: 3" cover All other concre#e 2" cover Support reinforcing bars to prevent displacement by cox�struction loads or concrete placement beyond the specified tolearance�. C. Bends shall confo,r�n to fi1i� minimum bend. diameters sgecified in A.CI 318. Do nat straighten nr rebend bars. Do not bend rainforcement after being embedded in hardened cancz�te. D. Bars may be moved as necessary to avoid inferferenee with other reinfarcing stee�, conduits, o� embedded items. Tf bars are maved more than t�vo bar diameters, ar enough ta exceed the specified foierances, the � resuIting arrangement ofba7rs shall be approved by the Engineerprior to placem�nt of cancrete. E. Splices I. Leng�h of iap splices shall bs in accordance witb. ACI 3 X 8. 2. '�'ie lap splices secure�y with wire to prevent displace�nen� 3. Splicing by weldin� is prahibited �'ort Worth Water Depariment 03300 - 7 Cast-in-Place Concrete F. Reinfa�rcing bar� fielci cut at t�e jobsite shall be cut by shearing and sawing. G�tting with a cut torch is not acceptable. G. Place re�n£ozcing through construction joints, unless otherwise shown on engirfeering drawings. 3.p2 FORM CONSTRUCTi�N AND HANDLINNG A. Form jaints sha11 be mortar tight. G3rout leakage at joints is unaccept.�ble. S. Farm panels shall be constn�cted in the 1�'gest sizes allawable for handlzng and Ioad beazing requirements. C. Plywood axad o#her wood surfaces shall be sealed agairtst absarption of moisiuxe from concrete. ' D. Removal o� forms shal.I be in accorda.nce with ACI 347, Guide to Farmwork for Concrete. Rernave form ties as soon as possible after �armwork removal. 3.Q3 TNSPECTION A. Before cancrete placement, all reinfoxc�rnent shall be free of mud, oil, c�ahng or other materials tha� may adversely affect of reduce the bond. A1I reiufarcing stee�. shall be securely tied and supparted to prevent � dis�lacement by canstxuct.�an loads or concrete placement. Forms shall be cl.ean and free from Ioose material or debris. . B. Noti£y the Enginee:r twenty-fowr hours prior to the s�art of cancrete placement to allow f�r inspec�ion of the reinfo�rci�►g steel placement. �os�s due to delays resu:fting from corrective wnzk will be born� by the Coniractor. at no adclit�onat expense to the Owz�er. 3.Q4. PLACEMENT OF CONCRETE A. Concrete shall be placed in approxima#ely 12 inehes ia 24 inches horizontallayers. Placement s�a1I conform to AGI 309R. B. Cancrete sha1I not be dropped freeIy more than 4 feet. Bottom dump buckets are acceptaUle as long as c�e is taken to avoid segregatio� caused by jazri�g or bumping the bucket. .� =, Fort Worth Water DepartmenL D3300 - 8 Cast in-Place Concrete C. Chutes: Ch�te slopes shall be between one vertical ta two harizontal and one vertical to three horizon�al. A baifle shall �be pm�ided a# the end o� each chu�e unless a drop chute or tremie is used. In general, drop chutes and/or tremies shall be used in walls and colu�nns. Ihop chutes and t�emies shall be moved at �hox-t intervals during �he pour. Vibrators shaIl not be used in lieu of proper mavement of #he equipment. i 1 D. Purnpi�n.g: Pumping equipment shall be compatible with the sl�zmp and aggregate specified. Loss oi sl�zmp from the purnp hopper to the �elivery point sha11 nat exceed 1-�/2 inehes. � E. P�acing in Forms: Vibration o� successive l�yexs of paured concret�; is required. The vi.brator shall not penetrate the underiyi�►g layer by naore than 2�eet. The uss of vibrators ta move r,ancreter horizdntally within the fo�rms is unacceptable. If £orms b�come displaced :in any way du�ing �placing of conerate, immedia.t�ly stop the op�ration and do not resum� placing until forms have been re-braced and brought back to required lines and levels. F. Vib�rafiors 1. Vibrators shall conform to ACZ 309R 2. Vibrators shall be high frequency wit.lx a minim�un frec�uericy of _ . 8,000 zpm. 3. Continue vibration until the escape o£ large bubble at the surface has ceased and be�ore segregatian has occurred. G, Weather Conditions �. Do not place concrete dixring rair�, sleet, snow, o� freezing wea#her. 2. � Do not perfnit rainwater ta increase mixing wate�r ox to c�atnage surface finish. If rainfall occurs after p�acing op�rataons begin, provide adec�uate covering to protect the warrk. 3. The m�unum per�nissibl.e temperatEare of cancrete during placement is 95 �egrees F. 4. When �he temp�rature is 4Q degrees F and ris�ng, concrete may b� placed as lang as the water andlor aggre�ate is heated sv that the concrete temperatuze is at l�ast SS degrees F at xhe �iime of th� Fort Worth Water Departmen.t 03300 - 9 Cast in-Place Concrete �,�, � pnur. 3.Q5 COIVIPACTIO�T OF CONCRETE A. Gen�ral: All cancre�e shall be placed and c�mpacted with mecha.nica� vibrators. The nwtzzber, type, and size of the units sha11 be approved by the Engineer in advance of the placing apexations. No concrete wi�l be orde�red untii suf�icient approved v;bratars are on the job. B. Cenerete Slabs: Concrets foar slabs shall be compacted with vibrating sareeds and internal vibrators. C. i�alls and Columns: Tnternal vibrators shall be used throughaut rath�r than farm vibrata�rs. In general, for each vibrator needed to melt down th� batch at the point of discharge, one ox mare adtlitianal vibrators must be wsed tin densify, hornogenize, and perfect the �urface. . D. Amount of Vibration: V'ibratars are to be used to conso�date properiy plaeed concrate, but not ta transport cancrete in the forms. 'Vibrat�on shall canti.nue until: - L 2. 3. 4. 3.06 JOn�",rS Frequency rehx�s to narmal .Surface appears liquefied, flattened, or glistening Trappsd air ceases to rise Caarse aggregate has blended into suiface, but z�ot disappeaz'ed. A. Construct�an Jo�ts: 1. Construction �oints shall be cast in such a manner that abu�tting members are bonded and free of honeycomb nr voids. 2. The joint surface of the previously cast member sha�l be cleaned free of a11 ail, grease, e�.u�ing compour�d, ar dxz�t, and shall be wetted. Harizontat jaints shall b� coated w:ith grnut immediately �rior to casting the adjacent member. Cleaning sha.11 b.e � accornpushed by high pressure water j�t, wet sandbtasting, dry sandblasting, o:r scru�bing — singly or in combination — as reqt�ired. Scrubbing shall be dan� i�itialty when e4ncrete is green so thai any latence f�Im r7vvi�1 be removed. Fort Worth Wafer Department . U3300 -1 U Cast-in-Place Conerete � � � � .� � � T ;, � ; , �,� �f i � ,� �" � �. � � � � B, Control Soints 1. Contarol joints shall b� formed Y�y sawing, or as otherwise shown. Sawing sha11 be done as �he cancrete ha7rd�ns sufficiently ta p�event raveling of the concrete at the edges. All sawing op�ratians �i�ncluding jaint s�aling sha�l be comp�eted within a period of �me from 12 to 24 haurs after the concrete is placed. Sar�ring sha�l not be dane while fih� concrete te�per�ture is falling, Joint sha11 be cut %4' wide by l.-lf2" deep� OI 85 0�18TW1SB S�1pWX1. 2. . The Contractor shall have at least oue spare saw availab�e during the sawing opera�ions. 3. Contml,�oints shall be cleaned and f lled with sealant. Inject sea�ant tlirough a nozzle irito the hottom of the jaint flling the joint without air vaids. Control joints shall be inspeated. by the Enginee�r prior #o injec�ing sealant. 3.47 C4NCRETE A. Mi.x concre#e anly in quantities for nmmediate use. �iscazd con+crete whieh has set. Re,tempering of set concrete is not permitted. Gomplc;tely discbarge concrete at the site wiHun i hour. In hot weathe�r, th� Contractur shau carefully monitor the concrete quality �.nd adjust delivety schedute and batching operatians as rec�uired. B. Indiscr�minate addi�ion af vsrate,� to increase the slump is prohibited. Dn not exceed either �he maxunum specified w�texlcement ratia or the � maximum slum�. Any addition ofwater above the maximur�a water/cem�ent ratio is cause for rejection. C. I�' concrete axxives wiih cement b�lls, ba11s shall be removed. E�cessive � balling is graunc�s far re��c#ion ofthe txuck. Trucks carrying balled cancrete shall have their nu�nbers taken. �the same truck azrives at the site cariying balled aoncrete tbre� times, it will be rej ec�ed and not allowed #o rehun to the site. 3.0$ CURIATG ANp PROTECTIQN A. C�uing shall confor�n�, to ACI 308 and sha11 be in accordance with approved curing materials and gro�eduxes submitted ia and appmved by the Engineer, _ gnrt Worth Water Depaitment �- 03300 - t 1 Casi-in-Place Concret� :.-�� B. Protect fresh�y deposited concrete from prema#ure drying, excessiv�ly hot � or cold ternp�ra�res; �d excessive moisture lass %r a period of tirne � necessaty far the hydration vf the cement anci pr�per hardening of the - concrete. C. �uring the cwruig period, protect cancrete from damaging mechanicai �-� disturbances, such as load s�resses, heavy shock, and excessive vibra#iab. Pratect fnished co�crete surfaces fram damage caused by construciion equ�pmen�, materia,is, rain, or ruxaning water. -`. If at any t�me duri�g the prog3rEss of the work the temperratu�re drop� belaw 40 degrrees F, the Confiracivr shall m►ak� suitable provisions to protec� the conc�ete. This protection sha11 consist of the use of insulating rnaterials such as b�a�nkets, mats, ete., and equipment fo� providing artificial heat. �i£ ,, heaters are used, precautions shall be taken to prevent drying to the s1ab. D. Curing �or Slabs and Footings: 1. Initial Curia�g: T�nrnediately aft�r the finishing aperations are completed, the concrete shall be covered with two .thicla�esses of lfl-ounce burlap or ather approved znaterials thorougtily saturated with wate�r before placement. This covering shall remain in contact with the concrete and be kept satuxated with water by spraying until the peak #emperaturs produced �y hydrxtion has passeci, b�xt for at least �4 ho�rs. At the end o�this time, initial curi�g may be ter�nir�ated and �'mal curing bagun. 2. Fana1 Gwniaxg: Cflve�r concrete wi#h an approved cur�ng compaund to ASTM Designa�ion C309. Color to be white. Waterpmof ��" cuxing paper con%rming to ASTM C 171 is also acceptable. To� ct�ring #ime shall be at l�ast se�ven days. Curing corrapouz�d shall be � applied evenly in tow coa�s until no pitihoXe or othe�r coating break remains, and a.n apaque whit� caating xs achieved. G�Zring . compound will xzot be allowed fo�r final cwning a� structural f�oor slabs or �or conshuction3oints on surfaces ta be painteci. ' E. Curing far �Valls and Columus 1. Irutial Curing: Irnmediately after concrete zs cornpleted, the e�o5ed surface o�'�he concrete shall be covered with two layers of 1Q-ounce 6urlap or other ap�raved absorptive r�ateriial�, tharoughl.y saturated with wafe�r b�:fare placement. This cov�ring shall remain in cantact wi�h the concreie and be kept satnrated with wat�r by sprayi7ng for at least 96 hours. At the time end of this Fort Warth Water llepartment �3300 -12 Ca�t-ut-Place Concrete time, iniiial curin$ may be ferminated and f�al curing bagun_ 3.09 3.10 2. Final Curing: Cove�r concrete with an appmved curing compaund canfonning to ASTM Desig�a�ion C 309. Color to be white. Waterproof cwring paper conformiag to ASTM Designatxon C 171 is also acceptable. To#al cUring tim� shall be at Ieast ten days, during which interface tempe�ratu�e of concreie shal� b� above 50 degrees F. Curing compound will nat be allpwed for final curing of any in��rior or exterior expasec� structural concrete. Finat cuting will be accomplished by continuing ivauitial curing process �ox an additional �en days. Curing campQund �hall not be u��d an walls to be painted or to receive a water proofing system. 3. Altert�a�� Initial Curing: In case fQrtns are removed b�fore end af ' initial cure period, or in case ofunformed wall sur£aces (shot crete), the exposed surfaces of th� concrete shall b� covered with .two Iayers of 10-ouz�ce burlap or other approved absorptive materials, thorvughly saturated with water before plaeement. This cavering shall be held in con�act with the concrete and be kept saturated with water by spraying until the end of the intial curing period (96 hours curing). F�NTSHINC OF FORN�D SURFACES �urfa.ces Itequiring No Finish: A finish is not required on s�rface� concealed from view by earth, in the completed struehue. Smooth Form Finish: . . 3. 2. 3. Use plywood or fiberboa�rd linings. or forms in as larg� of sheets as practicable and with smooth, even edges and clase joints. Patch tie holes and de£ect�. Rub fins and joint marks vvith cazbazwidum stone ta l�ave a smooth, unma�ed fu►ish surface. Use a srnoo#h �orm finish �on alI surfaces exposed to view. FINISH.�NG SLABS AND SINLiLAR FLAT SURFACES A. Shaping fo Contour: Use sirik�-aff templates ar approved campacting type screeds riding an screed strips or edge forn3s to bring concrete surface to the proper conta�r. B. Consolidat�an: Thorough�.y consolidate concrete in slabs and use intemal Foxt Woxth Waker Deparlment 0330U - 13 Cast in-P1ace C4ncrete vibration in b�ams and gi�ders of framed slabs and aloz�g bulkh�ads of slabs on grade. Obtain aud cansolidation of slabs and floors with vibrating bndge screeds, roller pipe screeds, ar a#her approved means. Cancrete ta �e consolidated must be as dry as practicable. Do not exceed'�a" over ten feet. � C. C. � Flaated Finish; 1. After concrete has been placed, shuck off, consolidated, and ieveled, do not wark fitrther until ready for flaating. Begin floating wh�n water sheen has di5appeared, ar when the mi� has sriffened suf'ficient�y to pe�rmit proper operation of a power driven float. Cansolida.te tlie surface with power-t�riven floats. �(3se hand floatix�g with wond or cork faced flaats in locations inaccessib�e ta a power-dr.iven inachine and o� sma.11, xsolated slabs, 2. Recheck ta3erance of the surface after initial floating with a 10 faot strai�htedge applied at nat �ess �han two dif%rent angles. Cut down Iugh spots and fi111ow spo#s to tolerance. �r►mecliat�ly re- float slab to wn.ifornn, smooth, granular texture. Troweled Finzsh: 1. To obtai� a iroweled fnish, a floated finish as p:reviously speci�ed must b� applied. After power floa�ing, use a power trowel ta pxoduce a smooth surface which is zelatively free af defects bu# which may sti�l conta:in some #xoweZ marks. Do additional trowel�ngs t�� hand a.fter the surFace has hardened su�iciently. '�`horoughly co�solidate the surface by hand irow�eling operations. P� 3. Pmduce a firvished sur�ac� £ree of #rowel m�rks, unifarm in texture and appea.rance, and con�arming ta a%a" in 10' tolexauce. The ac�dition of wate�r during fi�ishing operations shall not be allowed. Broom or Belt Fi�i.sh: l.. I�nmedxately after compleizng the flaated �inish, draw a braom or burlap beit a�rvss t$e surfaee to g[ve a coaxse iransverse sct�red tex#ure. 2. Provide a bronm or belt finish for exteriar pavit:�g and walks. � �� � r� =.�, ;-� �� f �. .aa >�� Fort Worth Water Deparnrient 03300 - I4 Cast-in-�lace Concrete ,r,- E. Rubbed Finish: The surfaee shall be wetted and rubbed vvith Carbonmdum until a cement film is foxmed. This shall be rubbed into the _, su�r.£ace until all voids aze filled and the entire surface has a wnifarm _ appearance. The su�ace shall turn white and set haxd. Xt mus# not dust aff. .AII interior and �:xterior expos�d (to water or aix} st�uctural concrete �'� surfaces not recei�ritng a painted tex#ure coating shall b� rubbed. Rubbix�g shouid begin imm�iately a#�er form removal. The use of cement or grout� to form a pa�te during xubbing shall not be allowed. 311 . TESTaNG AND C4NTRaL ` .A. Fie1d T�st Cy�inders: Obtain samples from every 25 cubie yards for each mix dEsign or an� sttuciure placed in any one day. Obtain at Ieast one cylinder �'or each major el�nent in each structure. Conduct camp�reessive ', strength tests acco�d�ing to the following proceduxe: i,� 1. Secure �amples according ta ASTM Cl'12, Methad of Sampling Freshly Mixed Cor�crete. � a* � 2. � Mo1d �hre� specimens under standaard moisture and tempera�hire condifions as specifi�d in AST.M�C3I, Method of Making and Curing Con�rete Test Specimens in the Field. 3. Test one speeimen at '� days and one at 28 days accordirig to ASTM C39, Test M�thods far Campr�ssive Strength of CyliIIdrical Concrete Specirnens. If the 28 day tests indicate a compressive strength below the strength required, the third specimen shall be tested at 56 da.ys. If a11 tes#s indicate a compressive strength below � the �rength required, the Engineer may, at his discretion, direct the Coniractvr to pe�orm te�ting of in place cancrete at no addit�anal cost to �he Owner. - 4, The Cantractvr may, at lus expense, take additional specimen as �may b�: xequire� to demonstrate eariy attainment af concrete strength. �. Testing shall determine the follawing when ihe tes# cylinders are taken: 1. Slump 2. Conerete Temperattzte — iernperature should be checked more frec}uently if adverse weather is expected or if xequired by the Engineer'. Fort Warth Water Deparhnsnt 03300 - 15 Cast in-Place Cancreie f ,'� .J� " F ITENIi Q3700 FLmWASLE �I.L PART1 GENERAL 1.41 DESCRIPT�ON This item govems the use of Ready-Mix Flowable Fill, sometimes known as Contralied �� Density Fill (CDF}. Flowable f�11 shall consist of Po�and cement, fly ash, saud, fine mck, and water in various mixtures depending ox� the design st,��ngth of the mixture. Flowable fill shall meet the requirements o�ACI 229R-99 "Controlled LowStrength � �r�Iaterials". 1.02 S�[7BMITTALS Priar to delivery of materiai to construct�an site, Con�ractor to submit supplier dafa, to include mix proportiflns, to Engineer for appxoval. PART 2 PROi]UCTS ; 2.01 MATERiALS A. Cemen#: Gement sha11 be Portland Cement meeting xequirements of ASTM C-150. ., B. Aggregates: Aggregates sha11 meet requirements of ASTM C-33. C. Fly'ash: Flyash shall meet the xequirements of A.STM G-61 S. �, D. Adm�ctures: 1. Mineral admi3c�ures shall be pozzolanic materials. 2. Ck�emical admixtures sha11 be liquid or powder fonm used in standard ready-mix concrete production. Pertr�issable types of admixtures include: � a. High air generators des�gned�to �ower unit weights, reduce - shrinkage, and control compressi�e s�rengths. b, Air en#raining admixtures cnn�ormi.ng to ASTM C-2d0 c. High range wa�er reducers conforming to �ASTM C-494 ci. Accelerating admixtuxes confarn�ng ta A�TM C-�9� Fart Wnrth Water Department 03�00 -1 Flowable Fill � 2.fl2 TV�IXTURES The Contractor shall gain the Engineer's approval for the Ready Mi� Flovs�able Fill mixture. '�e mix sl�a.7� prov�de lugh flow prope�ties without se�egation. 2.03 PERFORMANCE � F�awab�e £ll sha11 deve4op a minimurrz � haur compressive stre�g� a£ �5 psi and a ininimum 2S day compressive strength o�300 psi. PART 3 - EXECUTI4N � . 3.�1 INSTAI�,ATI4�V A. Contractor's suppiier sha�.l pre-test all gum� application prior to day of placemsza.t with actua.� equipment. Fiowable �Il shall be �atched at th� concrete plant and hauled to job site in ready-mix t�ucks with continua�s agitating drums. During any waiting peniad prior to �3ischarge, t�uck drurns shall agitate mixt�re. Entrained air shall be added as per ma�tu�acture;r's instructions. B. �The height of fxee fall of flowable �ill shall not exceed four feet. The t�e of vibrator shall not be.reqwired_ After the flowable �ill has been placed, it sY�all not be cavered or subj�cteci to additional loads far 24 hours. C�uring sY�all not be required. .., � ..� �� �i �� ,� :� , , , P Fort Worth Water Departznent 037U1i - Z Flowable Fall -� , �� ITE1�I 04200 CTI�IIT MASO1�dRY PART 1 �►C�' I '7. ii� 1.0 1 SC�PS • This section gives the reqwiremenis of cancrete unit �nasonxy wall with clay _ raasonry brick facu3g, maunted nn a reinforced concrete founda�ion, as shown in #he drawings. 1.02. SUBMT�TALS A. Praduct Dat�.: Submi# manufacturer's product data for each� typ�; o�. masonx�► unit, accessory, and other manu.facturecl products, including colo�s, textures, and patt�:rns of masonry to be used. - : C. S�.mples: Subrr�t, for verificat�vn purposes, samples of �xpased masonry LIDI#5. Test Reports: Submit independent �abaratory test repor� of initial mortar tests, including design mix pxoportions. - D. Shop Drawings: Submit a comple#e set fl�shap drawings showing details of ereciion, d'unensioning, reinforcing schec�ule, a�d layout far all CMI3 and brick walls. lA3 JOB CONDTTIONS A. Pxotection of Work: Dunng erectian, cover top af walls with heavy - " wa�erpmoishe,e�ing at end of each days' wark. Cover partially completed ' structures when work is not in progress. � ., � � B. Extend cover a�minirmum of2� inches down both sides and ha�d cover securely in pl.ace. � C. Staini�ig: Preven� grout, mortar, or soil from staining the face nf masanry to be left �posed ar paint�d. Remove immediately grout ox mortar in cantact with such �asonty. Protect hase o� wa.�ls frvm rain splashed mud and mortar splatte�r by means of coverings spread on ground an.d aver wall surfac�. � Fort Wo�th Water Deparftnent 04200 - l Unit Masoiuy � PART 2 PRODUCTS 2.01 CONCRETE MASONR'Y i]NiTS �_� A, 5ize: Manufac#urer's �tandard uni#s with nomina.l face dimensions of 16" lorzg x 8" lugh x S' width with thiekness inciicated; C-3 29 type 1. ��P. B. Specia.l Shapes: Pro�de where required foi- lintels, com�s, jambs, control . joints, bonding, and o#her special canditions. � �� C. Weight Classificataon: Light-weight unit� (less than 105 pou.nds per cubic foot, nve�ti-diy weight of concrete). A,ggrega#es shall conf�rm to AS�"M '� ' C-331. D. Cuxe units by autoclave freatment at a minimum af 3�0 degrees F and a ;` minuzium p:ress�ure of 125 psi for nat less than five hours. 1. Limit rno�st�xe absorpiion of 25 % of saturatio� during deliv�;ry and ' until tirne of installation. 2. L�near shrinkage shall not exceed 0.03 perc�nt as deterniined b� AST'iVi �C-426. r 2.02 eLAY MASONRY UNITS - B�tICK . � . A.. Size: Manufacturer's standard uniks with naminal face dirnen�ions shall � be 1�/I�dt�lar (3-518" x 2-1/4" x 7-SIS"). .-� B. Bricks shall meet the requirements of ASTM C-216, Grade SW. Bricks shal� shor�v no e£florescezzce. . � ,� C. Special Shapes: �ravide special shape� whe�re requared for 1i�.tels, comers, jaznbs, eanbrol joints, bondiz�g, and other sgeGial eoz�ditipns. . . <� D. Co�ressive Sirength: Minimum compressive s�reugtl� o� � 2,00� ps�. � E. �3rick gro�rid�d shall be similar in texture and physical propert�es to �� existing bdck wa11 cutrently lacated around perimeteX of property. � Provide sam�le of bric�C to be used far appmv�l by E�gineer. g 2 A3 MORTAR A. Portland Cer�ent: ASTM C ISO, T�pe Y B. Masonry Cement: ASTM C 91 C. Hycirated Lia�e: ,ASTM C 207, Type S � � Fart Worth Water Department U420U - 2 Unit Masonry b i D. Agg,regate �or Martar. ASTM C� 44, except for joints less than l" use aggregate grade�d wi#h 100°/a passing the Nv. 16 sieve. 2.04 MASONRY ACCESSORIES A. �orizantal Joint Rei�nforcing and Ties for Masonry: 1. P�rovide welded wire units prefabricatsd in stxaight lengths nat less than l.0', with matehing corner "L." units. Fabrica#e from cold- drawn steei wixe compl�ring with ASTM A$2, with deformed continuous side rods and p�ain cross rods, into unit widths of approximatexy 2" Iess than nominal width of walls and partitions as requi�red to position side rods for fiill embedment in mori�ar with mortaz caverage of not less than'1�'. Provide t�russ type joint rei�n�orcing with diagnnal cross rods spac�d not mare than 16" O.C. , - 2. Wire Sizes: Fabricate with 9 gage side and cross rods. ; 3. Si.ngie Wythe Joint Reinforce�nent: Ladder type; ASTM A$2 i � steel wire. a. Manufactu�er: 1.) Dur-O Wa11: www.dur-o-walI.com . 2.) Hahmann & Barnard, Inc., www.h b.cam ` _ 3.} Approved Subst�tute r 4. W�.'e Fizush: �Frovide manufacturex`'s standard mill �alvanized � �'inish. For exterior walls hot-�dip galvanize joint reinfarcing after ' fahrication to comply with ASTM A 153, class B-2 caating. ;� S. The tap three cvurses of all rt�asnnry walls shall have cantinuous � � }oint rein%rcement placed at each jaint {S inches vn center). 7oint .` • rexnfarcement shall be terminated at expansion and cantrol joints. Openings in masonry walls sha11 have joint �reinfarcement placed in two aourses immediately abave lintels and two cvurses immediately b�;iow all sills. B. Individual Wire Ties for Masanry 1, Fabricate fro�m 3f16" cald drawn sieel wire, ASTM A 82, unless otherwise requ.ired, of the length required for proper embedrneni in wy#lies and masanry. , 2. Far use with hollow masonry units laid ce1ls vertical, provide � • rectangular shaped fiies. . Fart Worth Wat�r Depart�ent 042f}0 - 3 Unit Mssvnry �,: C. Anchors and Ties: Prov;tde straps, bars, balts and rads fabricated from not ' less t�an x 6 gage sheet metat a� 3IS" diameter rod siock, unless othe�wise , specifiecl. 2. Q� MQR'FAR ANI� GROU'T' MI�ES � A. Do not lower the freezing po�nt of mortar by usi�,�g at�mi�ctures or antifr�eze age�ts. Do �ot use ealcium chloride in mortar or grout. �-� B. Mortar for Unzt Masonry: Comply with ASTM C 270, Propar�ion - Specific�iian, far iypes afmortar required, un3ess otherwise indicated. �� C. �Cr.rout for Unit MasQnry: Corn,p�y with ASTM C 476 for grout for i�se in ' consh-uction of nan rein�'orced unit rnasonry. Use grout o� cansastency F-� indicated or if not othervfnrise required, of consistency (fine or cowrse) at time o�p�acernen� which will cornpletely fill a11 spaced intended #o rece��e ,grout. ° � PART 3 - EXECUTTaN 3.01 XNSTALLATTQ�I' - GENEFtAL „� A, i�iCXCT1655: Buald single wythe wal3s to the actual #hi�kness of the ' mason;ry units, using units ofnami.nal thici�ess req�ued. B. Cut masanry units with motor-+driven saw desigued to cut masanry with • � clean, sharp, unchipped edges. G�xt units as required to fit adjoining work neatly. Use full ur�its wzthout cuits.�g wherev�r.possible. Use dry cutting saws io c�,tt cancrete m�asonry un�its. $ C. Da not vv�t masonry units. b. Lay expvsed mxsonry in �ng band with vertical jqint in each course cent�red on units in caurses abnve and below. Bond and inte�rl.ock each course at cvrrxers. E. Lay�ut wa11s �r� advanee for accurate spaczng of suriace bond patterns with uniform jaint rivzdths and to prope�ly lvcated movement-typ� jau�.ts, reh�rns, and affs�ts. Avoid the use af less�Y�an half si,ze units a� cozn.ers, and wherever passible at ather locatians. �. Lay-o�.t wa11s plumb and.with courses �ewel, acc�arate�y spaced arid coordina#ed wi�h other work. , �ort Worth Water Department 0�32A4 -4 Unit Masonry .fi � � G. Stopping and Res�ming Work: Rack back f2 �nasonry unit length in each course; do naf �ootb. Cleaz� exposed surfaces of set znasonry and remave loos�: masanry units and mortar prior ta laying &esh masonry. H. Built in Wor3c: .As the work progresses, bu%ld an iterns spec�fied ur�der this ' ar�d other sections afthese specifxcations. Fill in solidly wiih masonry units around bui1�-in it�ns, � �. W�ere built in items are #o he ernbedded in cores o�hoIlow masanty wu#s, place a layer af ineta� lath in the �oint belaw and rod mortar or grout into hole. �, f. 2_ Fil� CMU cores with grout-�hree oourses (24") under the bearing pZates, heams, and� similar conditio�s. 3.02 M�RTAR BEDDING AND �OINTTIly'G A. Lay Iioilow concrete n�asonry units with full mortar coverage on horizontal and ve�rtical face shells. Forr starting cowrses, spread out full anartar bed including areas under ceils. � B. Joints: Main#ain }oint widths; except for minor variations requiured to maintain 6ond alignment. I�not otherwise indicated, lay walls with 31S" joints. Tool exposed jaints slightly concave using a ja:uiter larger than the joint thickness. Rake out mortar in preparari.on for a�plicaiion of caulldng az�d seatants where required. C. Remove masonry uniis disttubed after laying, ciea� and relay fresh mort�r. Dv not pound comers at jam�s io fit stretcher units wix�ch have been set i�t pusition I£ adjustments are required, remove units, clean o�f mortaz, a.nd xeset in fresh mortar. D. Plastic Weep Ho1es: Provide and �insta113/8" diameter by 4'° long medium and palyethylene plastic tuUes in the exteriar wythe of cavity, composite a.Ad veneer walls located immedia#ely above ttre Iedges and flashzng, spaced. 2'-0" O.G., unless otherwise indicated. 3.03 HORIZONT.AL JOINT REINFORC�NG A. Pravide continnous horizantal joi�nt reinforcitmg as specified. Fully embed longitudinal side rods in mortar for #he entire Iength with mix�imum cover of %Z". La.p reinforcement a minimum o� 6". Do nnt bridge control and expansion joints wx#h r�inforcing. B. Space eantinuous hori�ontal reinforcing a nzax�im�.un of 16" O.C., vertically. Fort Worth Water Department 04200 - 5 Unit Masanry � 3.04 ANCHORING MASOI�RX WORK A. Frovide ancharing devices of t�a.e type ;ndicated. �,f na# indzcaYed, provide --� standard iype for facing and backup izivolvec�. B. A�chQr masonry to shu�tura.l memb�s where masonry abuts ar faces su�h ���� members ta comply with �e fallowing: 1. P�ovide an open space not less than 1" in width between znasonry � and �t�ctural member, uuless otherwise required. Keep open � space free o�mortar or oth�r rigid materials. . 2. Space anchors as shown, but not more thhan 24" O. C. 3.05 CONTROL AND EXFANSION JOINTS Provzde vertical conira� joints in masonry where required. Build in related masonry items as masanry work progresses. �' '� 3.06 REFA.zR, P�IIN"I"�NG, AN� CL£ANING A. Remave and replace masonry units wh�ich ar� lovse, chipped, broken, stained, or otherwise damaged, or if units da not match adjoining uni#s as intended. Provide new U.nits ta match adjoining units arid i�zstall in fresh rnortar a;r graut, painted to eliminate �vidence of replaceir�ent. B. Pouating: Dut�[ng the toaling of joints, enlarge any voids ar holes and � caznpletely fill with rnortar. Paint up aIl joints in cortters and adjaeent waxk to provide a neat, ux�iform appearance, properly pregared for application af caulking of sealant compaunds. ' �� C. C�ean ex�osed GMU masonry by dry brizshing at tl�e end o� each day's work aud a�ter final pauiting to remove spots and droppings. Fort Worth Water Department 04200 - 6 Unit Masonry ;TEm� o�iZo sT�.ueTux�r. ����. t � m � I� I ° 1 � PART 1 � GEN�RAL 1.O1. SCOFE OF 'WORK � The work in tlus item i�cludes providing stmctural stee� and related appurienances. �.02 SPECI�TCATIONS AND ST�1IrTDARDS E�cept as otherwise andicated, the most cwxent editions oftlie fallowing specificalaons ap�ly to work witlun this item: A. ALSC M011 - Manual of Ste�l Canstruction for 5hop at�d Fiel.d Welding B. AISC 5326 -- Desigi, Fabrica#ion, and Erechon of Sta�ctur�l Steel for Buildxngs C. ASTM A36 — Stru�ctUral Stee1 D. ASTM A53 — Pipe, Stee1, Black, and Hot�Dipped, Zinc-Coated, �]V`elded, and Seamless G:rade B. E. F. G. H. I. J. �.. .ASTM A307 -- Ca.rbon Steel �xternally Threaded Fasteners, Grrade A ASTM A320 — Alloy-Steel Boltizxg Materials fvr Low T�mperature Service, Type 30�. ASTiV! A.500 �- Cold-Formed Welded and Seamless Cai6on Steel Structural Tubin� in Rounds and Shapes, Grade B � ASTM A666 — Austeni�ic Stainless 5tee1, �heet, Strip, Plate, and Fiat Bar fnr Structural Application , tYrade A, Type 304. AWS-B3.0 -- Welding Procedures and Performance Qualifications AWS-D1.1— S�ruc�ural Welding Code - Steel. E1.�VS-iNl — Welding Metallwrgy Fort Worth Water Degartmeat 05120 - E Structural Stect 3.43 SHOP DRAWIlVGS AND SAMPLES 5hop drawings, includi�ng detaits,_dimensions, details ofmatch mazkings, and a�l information necessary for fabri�ation, s1�a�1 be submitted to the Engineer for review. 1.04 OWNERS M�IUAL � Tha following shall be inc�uded in the Qwner's Manual in complia�ce with Ttem OX3U0, "SubmittaXs". � A. Certifcates that steels cornply with th� indicated standards. B. Cer�ificates that welding operatars and proced.ures, if required, eomply wi� the indica�ed requirements. PART 2 PRODUCTS 2.01 � MATERIATS Materia�s �or structural steel members and connections shall complywith the following: . A. Standard rolled steel sections � A5T`M A36 B. C. D. E. F. C. Pipe Columns Structural Steel '�abing . Structural Bars, Plates, and Similar It�ms Stainless Steel Staain�ess Steel Bolts, Nuts, ViTashers 5tee1 Bolts . ASTM A53 A�TM A500, CYrade B ASTM A36, or A283 ASTM A66fi, Type 34� ASTM A320, Type 304 ASTM A307, Gxade A 2.Q2 FABRICATZON Fabricatian shall be in accordance with AISC S32b and indicated �equirements. PART 3 - E�CU'I'ION 3.01 INSTALLATI4N A. General_ Fart Warth Water Department 05I2fl - 2 Stntcturai Steel � 1. Shuctural assemblies and shop an.d field welding shal� r�ae�t t�e � requirements o�AISC MQ11 and A,ISC 5326. , �. i - . � 2. Measurements and dimensions shall be verified at the s�te. i t r� � 3, Bolt holes shall be 1/16-inch larger than the nomua.a�. size of bolts. 4. Dissimilar metals shall be protected from galvanic corrosion by �neans of pressure tapes, coatings, and isolatars. . � 5. Bol�s shall not be pern�tted to dnft and ho�es sball not be �nlarged � to carrect misalignment. Tn the event of misrntatching hoies, new - � materials sha11 t�e provided. � 6. Slxuctur�i steel comple�ely encased iu concrete shall not be � ga.lvanized or painted, and shali have a clean surface for bonding to conc�rete. 7. Darnaged stn�ctural steel shall be replaced. Use of salvaged, rep�ocessecl, or scrap material s�all nat be pe3maitted. B. Welding: �. Welding shall be performed by ap�r-afiors r�ha have been qualified by tests as prescribed b� AWS to perform the type af welding indicated. Welcli�g shall comply with the AWS Code for Arc W�lding in Building Construction. 2, Coz�tinuaus seal welds sh�ll be applied on shuctural steel des�gned to be exposed to weather o;r submerged in water oa� wastewater. Conti�nuous seal welds �hall be applied tn both sides of structural steel designed ta be �submerged in water or wastewate.r. C. Bolted Connection� Where bolted connections are imdicated, they shall camply with AISC specifications for framec� beam connections far bearing type conxn►ectians. 3A2 CORROSION PROTECTION �� Unless'athervvise indicated, all structural steel, including that used in the � fabricatzon of pxocess equipment, shall be surface prepared and coated in � accordance with Item 0990Q, "Pain�ting", and shall include the following • • operations: � ', . Fort Worth Water I?epartment 45120 - 3• Structural Si�el A. �xterior and interior edges o�flame-cut pieces shall be gr�und smooth. B. Shaip edges and punched holes sha�11 be ground smooth. C. Uneven or rough welds sha11 be gro�d smooth. 3. Q3 TOUCH UP AND REPAiA A. After insta�Iabion, dainaged surfaces af shop-prirned stn�ctural steel sl�all be cleaned and tauched-up with the same maier�ai used for the shop coat. B. Dainaged su�ace of galvan�zed metals shali be repair�d. Fort Worth Water Depattmei�t (15 I24 - 4 ���� ���� �TE�I 0��00 Mfi5CELL.�tEULTS �E'I'AL PART 1 GENERAI. 1.Q1 SCOpE OF W4RI� A. This item covers furnishing and'in.sta.11ing miscellanet�us metal items. Included are all materials and pax#s necessary �a complete each item, even though such work is not de�nitively shawn or specified. B, Cazefully examine drawings and other sections of specificatians for extent of miscellaneous metai work required. All meta� work not included under other sections of the sp�ifications shall be fixrnished and instal�ed under th�.s item. 1.02 REFERENCE STANDARDS A. ASTM B2p9 -- 5taxtdard 5pecification for Aluminum-Alloy sheet a,nd Plat�_ B. ASTli� B221— Standard Specif cation for Al�uninum-Ai1oy Extruded Bar, Rod, Wire, �hape, and Tube. C. ASTM B308 —�tandard Specification for A�.umi�wm-Alloy Standard Sta-uchual Shapes, Roiled ar Extruded. D. ASTM A35 — Standard Specificataons far Structural St�el E. ASTM �I93 — Standard 5p�cifica�ions for Allay Steel and Stainless S�eel, Bolting Ma'terials %r I�igh Temperature Service F. AST�VI A347 — Standard Specification for Cazban Steel Bo � and Studs, 60,000 psi Tensile Streng�h. Gr. A�erican Welding Society, AWS-D1.i — Sfructural Welding Cnde H. Aiuminwn Association — 5pecifications for A1�nxuum Struch�res I.03 SUBNIl�'TALS A. General: �ul�mittals shall be made in �.ccordance �ri#h Ztem 01304, "Submittals". Do no# beg�n fabrication unril after subm�ittals have been reviewed and approved by the Engineer. Fork Worth Water Department 055fl0 -1 Miscellansous Metai �� �_ Sh�p Ih�awings: 5ubmit shop drawings on all fabricated and cast items. Indicate thickness; type, grade, �cl.ass of inetal, and fi�ish. Show construc�ion detaals, r�ark numbers, rein�orcement, anchorage, and - interface relat�on with ad}acent cans#ruction. �ndicate me#hod a� protectian af al�.unin� at contact po�nts with concrete or steel. C. Manufacturer's Product Data: 5ubmit manufacturer's teciynzcal informatiori on the expansion bolts proposed for use by th� Contractor. 'TY�e c�ata shall contaan suf�cient information to evaluate eflnfomaance to specifications anil shall anclude pul�--out and shear test repor�s from a certified i�depend�nt Iaboratory. �:a4 �Ln �AsuxE�N�rs P�ia�r io fabrication, take necessary field mea�urements of �reviously installec� constna.ctior� sa that work will �it properly. Members that do not fit properly must bs replaced unless approval for their n�odifications has �been ob�ained fi om the Engineer. 1.05 QUAL�ICATION 4F V�ELDLRS W elding of n�uscellansous m�tal items m�st be performed by cerkified weiders. Welders must be q�zalified by prvc�Ures af the American Welrling Society, Str�ctux'al Weiding Code, Steel and ,Alumint�m Association, and Qualifications Staxadards for Shucturai Welding ofA�umix�um, i�sing p�rocedures, rnaterials, and equipme�t of the type reqwired for the work. PART 2 pRODUCTS 2.01 �.V#ATE�IA�.,S A. Alum�num: 1. � �� .Alwrnxnur� Sh�pes a. Rolled Shapes: Conform to ASTM B308, aluminuxn. alloy 6061. b. Exiruded Shapes: Cogfor�n to ASTM B221, ai�minum. a11oy. Aluminum P1a�es: Conform #o AS'T� B209, alum.inum a�loy c5061. Aluminum m�mbers shall have uull frnish. '�� � �� �l � � ForE 1�orth Water Deparnnent �5500 - 2 Miscellaneous MeEal �4. A1x�nninum sur�aces that wiit be in contact with conGrete ar steel shall be given � heavy caat of alkali res�ian.t bituminous paint, or other coating recommended by the manu�actu�er that will provide equivalenE pxotection. The caating shall not be visib�e in the � cornpleted instal.lation. � B. Stru,ciural. �teel Shapes, Plates, and Barrs: Conform to ASTM A36. C. Stainless Steel; Where indzca#ed on the drawings as "stainiess steel", or "S�", use stainless steel conforming to AISF 3� 6. or AISZ 304 far nonwElded items and AYSI Type 31 d L for welded items. AII stainiess s#eel sha.11 have a minimum yield s��engfh oi45,U0a psi. D. Stainless Steel Bolts: Shall be ATS� �'ype 316 conforming to ASTM A193. Use stainless steel bvlts far a11 bqlts �mbedded in conerete and other areas indica#ed an the dr�tw�ngs as "stainless steel" or "SS". E. Galvanizing Repai� Coating: Carboline Garbo Zinc No. 11, CalwWeld Products' Galv-Wexd Alloy, ]K,oppers Organic Zinc Coating, or equal. 2.02 PREFAB�tiCATED ALTJMINUM ACCESS HATCHES A. Pit and Flaor Hatches: See �tem 11350 —"Aluminum Access Hatches and Appurtena.nces". Hatches shall be of the type, size, and location indicated on the drawings. All hatches shall be lockable. � B. Aceeptable Man�£acturer's: Subject ta compliance with requirements, pxovide prefabricated xoaf access hatch units by o�,e of the £ollowing: l. Bilco Company 2. F�ygt Company 3. Appxoved Equal 2.p3 STANDARD PR4DUCTS Details and spec�f'ications of items for which ec�ui,valent stauda�d products are avaz��.bi� are considered as respective guides �or such items. Standard producis will be accepta.ble subj eet to ap�rovaJ, prc�vided they vary. only in minor details from requirements ofdrawings and specifications. 2,Q4 FABRI�A'TION A. 'V4'he�re practica�, fit ar�d assembl� items in. th� shop and deliver tQ the site '` , ready fox insta�lation. t For# Worth Water Uegartment OS500 - 3 Mfscellaneous Metal � B. Shop eo:nnecti�ns shall Ue weld�d or riveted. Da not use screws or balts X� where #heir nse can be avoided. Where us � �d, cai�tersink heads, screw up taght, and nic� khreads to prevent loosening. Finish welds and rivets flush �� a�d snr�oath on surfaces tbat will be �zposed after �installanon. Cope ox xxuter- co�'at�ers. C. Welding: 1. Wel�.ing af steel items shall con�orn� to the requi�r�nents oithe A�xzerican Welding Socieiy Sfxuct�t�ral l��lding Code -- StEel. 2.. 4�elding of alumanum shall conform to the r�quiremenis uf fhe ,Arnerican Welding Society and the Aluminu� �lssociation's � Specifications for Alumuium Stnict�res. 3. Any welding not go�emed by the abo�ve sha11 be perfoxmed u� accordance with best modern prac�ce far strength and dwrability. �-� 4. All welds exposed to view itx complete work shall be ground daw� � flush az�d finisl�ed smaoth. Weid continuously alo�ng the entire line of contact. � D. Provide anchors �vhere necessary io fasten miscellaneous metals securely ira place. � � E. Drilling and purzching must produce clean, tr�e lines. Do not ioxch cut holes or slots. k'. Where tight joints are required, r�iIl �o a clase fi� � ,� G. Thickn�ss of inetals and details sha.l.l be of ample stxength atzd thickness. � H. Pmv�ide holes and connections for wark of other trarles. I. Galvanizing: Hot-dip galvanize all x�isce�laneous carbon stecl ztems after fa�rication, nnl�ss athenvise speci�ied. PART 3 - EXECUTXON 3.01 CONDITI�N QF SURFACES . � Prior to installation, i�spect surfaces to which miscellaneaus metal items will b� � attac�ed. If the candition o�such a surface will adverseIy affect the installa�zan, do not �roceed w.i�h the inst�llatior� until correcn�e measures hav� been taken. � � t ; Fort Worth Water Departtnent 0550{� - 4 MisceIianeaus Metal , 3.02 INSTALLATION �{ A. Accwrately set work to establish lines and elevations and secu�sIy fasten in • accordance with approved shop drawings and provisions of this spe�ifica�ian. . ,i, �, B. All work shall be free of fmish seratches, nicks, goug�s, dents, concrete � � s�latter, pxin�, or other forei.gn matter. Datriaged maierial must b� `' repiaced without additional cast to the (3vcrner. � � .t �.o� Toucx up � . Touch up surfaces damaged by welding, cutting, abrasion, or from ofher causes as � . follows: . f A. Galvanized Surfaces: Clean damaged area thoruughly by wire �brushing � and remove traces oiwelding fltix and loose or cracked �nc coating. The r cleaned surface shall be painted with �two caats of galvanizing repair coating. - � . S. Shop Primed Surfaces: See It�m 09900, "Painting". � � � F'ort Wnrttj Water Department 055D0 - 5 MisceZlaneous Metal 1 i I ;- ITE1V� Q�SQl At�TCHOR BOLT5, EXPA�IST0147 �TCHORS, �D COI�TCRE�'E I1�SERTS PART1 GENERAL . 1.01 WORK INCLUDED � A. Provide anchar bolts, expansion �nchors,�and cancrete inserts, including, but no� limited to: �.. Baffle walis, weirs, and traughs 2. Rai�.s 3. Sluice a�d slide gates 4. �ian.gars and brackets 5. Equipment � G. Piping - 7. Grating and floor plates � $. Electrical, plumbing, ax�d HVAC work 9. Partit�ons and ceilings B. This item �ncludes all bolts, anchnrs, and inserts required for the work but nat sp�cified under ather sections. 1.02 REFERENCE STANDARUS , A. ASTM A307 �- Cax�bon Steel Ext�rnally and Internally Tk�readed Standaxd Fasteners. . B. ASTM A193 - All�y-Steel and Stainless Steel Solting Materiais far Hi�h Tempe�rature Service. , 1.p3 SUBMITTALS Shop drawings shall include: . � A. 5etting drawings and templates for Iocation and installat�on of anchorage devices. . : Copies of manuf�.cturer's specifications, load tables, dimension diagramEs, and installation instructxons for tb.e devices. P,ART 2 PR.ODUCTS Fort Worth Water Depattmet�t 45501-1 Ar�chors, Solts, and Inserts I 4 � 2.01. DESIG�T CRITERIA A. When th� size, length, or load. carrying capacity of an anchor bolt, Expansion anehar, or concxete insert is not shown c�n the draw3ngs, �rovide the size, lengtl�, a�nd capacity'r�u.ired to carry the design Ioad times a minimum safe�y factox af fau�r. B. Determine design laads as follows; 1. For eqt�i�ment �nchors, use the design load recommended by the manufa�turer and appraved by the Engineer. 2. For pipe hangars $nd supports; us� one-hal�the total weight of pipe, �ttings, valves, acc�ssories, an� wa#ex caritained in the pipe, between the 1�ang�r or sugport in questian; arid adjacent hanger� and supports, bQth sides. 3. Allowaxzces fo� vibratian aze ine�uded in the safeiy factor specified above. 2.02 MA.TERTAT � _� .� r -� .� ; -� � : -� � °� °�� �"� ,� � �� �� � , � .� � r y A. - Anchor Bolts: Provide stainless stee� bolts complying with ASTM A193, AIS� Ty�e 3� 6. �Other AISY types may be used subject to E�agineer's approval. B. Expansian Anchors: 1. All e�pansion bolts shall be staueless s�eel. 2. All expansian bolts sha11 have a safety �acior of %ur with a minimum working capa�ity as follows: Bo�t Size 7l$" � a/q" %a" 318" Muumum shear strength 5,2�0 # �F,250 # 1,650 # 625 # Mxnimum pullout s�ength 5,250 # 4,250 # 1,300 #' 1,030 # Mimimum err�beclment 7' A�" 2-1/4" 2-�/4„ 3. Siae �equired for the cancrete strength specif ea. 4. Stud type {male thread) or flush type (fenaa�e thread), as xequirec�. 5. UL ar FM apparaved �nrt Worth Water Department 05501- 2 Anchors, Bolts, aud Inscrts 5 � I � 6. Provide man�facturer's technical literah� and test reports from aa - accredited independent testing laboratory s�owing certified bol� ' capacities for expansion bvlts proposed for use an this project. C. Cancrete Ir�serts: L Far piping, grating, and floor �late, provide malleabl� iron inserts , 2. Pro�:ide those recammended by the manufacturer fox the required . loading. 3. UL and FM appxov�d. PART 3 - EXECUTTDN 3.O1. INSTA,LI,A'TION A. Drilling equipment used and installaiion of expansion �nchors shall be in ' accordanc� with the manufacturer's instr�tcnans. � B. E�nsure that embedded items are protected from damage and are not fi11ed in with concrete. C. Expansaon anchors may be used for hanging or supparting pipe twa inches in diameter and smaller.� Expansion anchors shall no� be used for larger pipe r�n�ess nthe:rwise shown or approved by �h� Engineer. D. Use conerete inserts fQr �ipe hangars, and supports for pipe size as�d �oading recommended by tlze ins�rt manufacturer. E. Unless otherwise shown or approved by the Lngineex-, conform �o the following ��r expansion anchors: 1. 1Vlinimum embedment deptli as defined in 2.U2B 2. M�inimum aaxchor sgacing on centers: ten diametexs 3. Mini.m.um d�stance #a edge of concr�te: five diameters 4. Increase dimerxsions above i£required to de�►elop the �required anchc�r load capacity. 3A2 CL�A.NING _ After embedding concrete is pl.aced, remove p�-otectio�x an.d clean bolts and ibserts. - . FortWorth Water Degartment 05501- 3 � Anchors, �olts, and Inserts I .,:4 '� f� � } �' N' ITEIVY OS�OU HULLOW NiET�I. DOORS, FRAIVIES, �1D HARD��iRE PART1 GENFRAL - _ 1 A1 DESCRIl'TI4N A. Provide all labor, materials, too�s, and equipment to install hallow metal . doors and fiames as required. B_ Frovide all labor, materials, tools, equipment, �and services for a11 �finish ha�rdware, as requared. 1.02 QUALITY ASSURANCE A. Manufacturer. Mini�num of five years experience in fabricating hollew me#al doors. B. Reference S�andards 1, � ANSI A115 Series on door and frame preparation ASTM A366 — Steel Sheet, Carbon, Cold-rollec3, CommerciaT Quality. ASTM A653 — Standard specification for steel s'heet, zinc coated (ga,lvanized) or �.inc-a11oy coated (galvanealed} by the hot dip pracess. , � _ C. Obtain each type a£respeetive hardwa7re {Iunges, closures, sto�s, ,uveather- strippiung, etc.) fromi a sing�e manufacturer _ � D. V�azraniy: Two years from date of shipment. � .03 SUB1VUTTALS A. I. 2. 3. Product Data: Manufacturer's descriptive literature and installation ins#r�.ctians. Shop Drawings: Submxt in accozdance with Item 01300 `.`Submittals". Furnish illustra.�ions and sehedule of doox and frame sizes, hardware schedule, and indicate types, materials, constructian, finishing, anchoring, accessories, and location and preparation for finish }�ardwaite. �'emplates: Furnish necessary �emplates and tenapIate data to manufacturers of items that will be fitted wi#h finish hardware. Fort Worth WaterDepartment 08104 -1 Hollow Metal Doors, �rames, and Iiardware I�': 1.04 DELIVERY AN[7 STORAG� A. Deliver, stare, and handla holZow meta.l door and frame to in such a manner as to prevent damage and deterioration. Provide individe�al cardboard containers #'ar d�ors. 5tore doors attd frames upright in a protected dry area. B. �urnish ha�rdware wxth requxx�ed screws, bolts, and fastenings necessary for i�stallatian, packaged in same packages rvith hardware, i.ncluding inshuctians. PAiZT 2 PR�DUCTS �.�1 BAS�C MATER.IALS — DO�R� �ND F�tAMES A. Sl�eet Steel: Cold-ralled, ASTM A3b6, galvanized ar galvanealad in accordance with ASTM A�53. B. Shop Primer: Manufa�ctwrer's standard rust aud cozxvsion inhibi�ive primer 2.02 FABRICATIOIV - GENERAL A. Fabricate hollow metal work rigid n�at �n appearance and free fram B. C. l�. F. , , defects, warp, o�r buckle. . Accurately �orm meta�. to required sizes ar�td profiles. Clearly identify work that cannot be factory assembled and assure p�rnper assembly at the site. Gnnd and dress exposed welds to fornx smooth, flush surfaees. Pravide ma.ximum 1/8 iu��h clearance betwee�n doors, fram�s, and jamb. 2.0� FABRICAT'��N - FRANIES .Pa.. -Ext�rior: Combinatinn �ype with integral stop and trim, �farined ta profiles and shapes detailed,l4 0� l�i gage zxnc coated steel. Reit�'orce with 18 gage steel liners �ar hardware o� anchor attachment. Far frames set in masonry, jamb anchors shall be at Ieast l.0 inahes Iong and adjustable. Fort Warth Water Departmeni U810U - 2 Hollow Metal Doors, Frames, and Hardware � I •� � L �# B. Weld frames to form rigid, square, and true wuts. , C. C�ose comer and cnnneetion joints �.ght w�th trim faces mitered and continuously welded, flush and smooth. 2.04 FABRICATION - DOORS A. Faa:m faces sheets with 16 gauge, hot dipped galvazuzed ar galvanea�ed steel, with no visibie jvints or seams. Doar thicla�ass to be 1-3/4", B. Provide internal stiffeners of �fl gauge steei, spaced at 6 inches O.C. Fili � space between stiffenexs with sound d�adening material. C. �t11y weld a11 door edges, including top, with no visibl� seams an faces and �dges. The �op of the door shall not be lef� with inv�ed channel. 2AS HARDWARE PREPARATZQN A. Machine, morta.s�, reinforce, drill, and �ap doars and fiam�es in accordance with ,ANSI Al 15 and hardware �empla�es. $. Minirnum gauges for hardware reinforcement: l.. Hinges: 10 gauge 2. I,ncksets and Flushbolts: 14 gauge 3. Closures: 12 �auge 2.Q5 HARDWARE MATERIALS A. Fasteners and hinges — a11 staintess sieei B. Weather�-stripPing G. Floo�r mounie� daors stops D. �ock -- either externai hasp or key�d �ock. PART 3 - EXECUTION 3.01 INSTALLATION A. Hollow Metal Frames Fort Worth Water Department q8100 � 3 Holtow Metal Doars, Frames, and Hardware 1. Exercise care in sefting frames to maintain scheduled dimensiflns,. �iold head lEvel ar�d. maintain jamhs plumb and square. 2. Secure anchorages- and connections to adjacent ccrostru�#io�. 3. Leave frame spreade� bars intact u�.til frames are set square and plumb, and anchors a�e securely attached. �. i�Teld field sglices a�d grind smooth � 5. Fill frarnes �vith graut� : � �_i_ �, 1. Install in accordance with approved shop c�awings 2. Mainta.in specified edge cl�a7rances 3.02 ADNSTMENT A.ND CLEANING A. Tir�ecliately afte� erection, areas where prime coat has beex� damaged sY�alt be sanded snnooth and taucl�ed up with the same primer as applied in ihs shop. Remove n�.st before tauch up is applied. B. A�� hardware i.s insta.11ed, test and adjust doors for smooth aperation with no binding o�'warping. C. Remove hardware, wi�h the except�on ofprime-coated items, tag, and r�einstall after fuush paint work is comp3eted. T]. Remove dzrt and fareign rnatter fxom surfaces. 3.03 PAY'MENT Labor, nnaterials, and et�uipment required to i�stall la�kable door, daor frame, and hardware shall b� conside�red incidenta� to #he lump su.m pnic� for inst�.11ation ufmasonry stxucivze. � � �� , F� �� _ �. r� �':� �� �: : .� � ;�: ,:.� r �� � 0 A � F Fort Worth Water Departxneni 08100 -� Hollow Metal Doors, Fraw�s, and Hardvsrare ; 1� , 'I t- � r--� . �� r� �� �TEIVI 0��00 A�CESS GATE PART I GENER.AL �.01 DESCRIl'TI4N A. Frovide all labarr, materia�s, taals, and equipment to install a painted steel access gate and gate pasts; dQuble openuig and locl�able, as access into a masonry enclosure. B. Provide a11 �abor, materials, tools, equipmen�, and services %r all finish hardware, fasteners, hinges, and loclang device, as required. 1.p2 QUALTI'Y ASSURANCE A, Manufacturer: Minirnum o�f�ve ye.ars experience in fabricating steel access gates. B. Obtain each typ�e of r�spective harclware {lunges, closures, stops, weather- slrip�ing, eta} frQm a single manufachue� C. Wax:ran�y: �vo years from date a� shi.prnent 1.U3 SUBMITT.�r � A. Product Data: Manufacturer's descrip�ive literature and installation ins�auctions. B. Shop Drawings. Submit in accordance �vith Item 01300 "Submittals". Furnish i�lustratians and scheduls of gates, gate posts, anchor bolts, and . hardware, including a.11 dimensianing. C. - Templa�es: Furnish necessary templates and templafe daia. 1..04 PROJECT COND�TI�NS Coordinate work a�this section with installation o�masonry s#ructure and � reiinforced concre�e foundation: PART 2 PRODUCTS I - 2.Q1 ACCESS GATE A. Gate Posts: 4" pain#ed steei posts with ma�ufact�uer's recommended anchoz bolts, hinges, and hardwaze. Fnrt Worih Water Departmeni 0820Q - 1 Aecess Gate � 1 B. Gates: Double leaf, 4" wide painted stee� slats witk� a maxiznum of 1�112" .� clearance between slats. Prov�ide center rod which atlows gate ta slide into p�ace. . . 2.02 FABRICATIQI� - GBNLRAL A: Fabricate gates aza,d gate posts neat in appea�rance, and free frcrm defects, warp, or buckle. - � � B. Acctaxately farm meta.I to requ�red sizes�and profi�.es. C. Clear�y identify work that cannot be fac�oxy assembled and assure pzope� assexnbly at the site. D. Crrind and dress �xposed welds to form smooth, flush surfaces. E. 'Shop prime with rust and corrosion inhibitive coatimg. PART 3 - EXECUTIQN 3.01 I£tTSTALLATION A. Gates ar;d Posts 1. Exerczse car� in setting frames to rr�aintain schedul�d dir�ensions. 2. Secure anchara.ges and cannectzons to adjacent consiruction. 4. Weld field spli.ces and grind srxzooth S. Install in accordance with approved shap cIrawings. 6. P1ace final coating �over areas requirir�g tauch-�zp. 3.02 AD3�STIVI�TT ANI� CLEANING � A. �rnm�;di�.tely after ereetion, areas w�ere p�rrze coat has been damaged shall be sanded smooth and �nuched up with the same prim� as applied �r� the s�top. Reznave rust before touch up is applied. B. After hardwar�e is �installed, t�st and adjust access gate faz' smoath ope�-a#�on. C. Remove dirt and foreign m;atier from surfaces. �ort Wnrih Water bepartment 08200 - 2 Access Gate � i � � ; 3.03 PAYiVIENT _ ' Labar, materials, and eq�pment required to install gata posts, gates, anchor bolts, lock, hardware, and coatings shall be considered incidental to the lurrxp sum price %r instailation of masonty sfructure. � , � , Fort Worth Water Department 0820{i - 3 Access Gate il ��� o9goo PAIl�TYI�G PART l. GENERAL �� � 1.01 SCOPE This item provides z�:quirements for fiu�iish��g iabor, materia.�s, and equipment ia �' prepare su�aces and apply protective coating to new equipmen�, pumps, pipin� � �, and valves, access gate, ballards, strucfi}xal steel, and misc�llaneous items. �- � All paint sha11 be especially adapt�:d fpr use around wastewater treatm�nt plants - and wastewater lift stat�oris, and shali he applied in conformance with the � �� maaufactured published specifications. ` , - 1.42 REFERENCE STANDARDS "' Work perfo:rmed and matenals used must comply with the requiremen�s o£the Steel Structures Painting Counci�'s Vol. Na.1 "Good Painting Practices", aud Vol. No. 2"Systems and Specifications", a�� these t�chnical specifiicatians. Where a conflict e�usts between these technical specifications and the Stee� Shuctures ' I , Painting Cauneil's specifica#ions, �le t�Ci1ri1C� 5�?�G�1.Ca�kOI15 5�3al1 �bVelll. 1.03 SUBSTITUTION5 A. Wherever a product is designated by trade name with provisian �or an equal, the p�rvduct specified must be used unless a written request �or subs�tution is sub�nitted to the Engineer. The request for substitution �ust i�clude khe manuiacturer's complete technicai daia sheets on the praposed product with a cer�aified ingredients ar�alysis and sufficient info�m.ation, includ.�n.g applicable case his#ory im�om�ation, for makimg a complete compariso� between specified and pmposed produats. B. Consideration will be given anly to those coating sysiems which have been used in water and wastewater treaf�ent pl�nt service for at 1ea,sC five (5) years. The request for substitutian must include a list of at �east 5 applications in the Dallas/Fort Worth, Texas mebropolitan area. Furnish the Owaer's nanae, the Own�r's representative, and the name of the prvduci used. 1.U4 SUBMITT.�LS A, Product Data and Shop Drawings: Sut�mit product data, shap drawings, � certificates, and instruct�ons on all protecnve caating itenns as specified herein and in accordance with Dxvision 1— General Requiremen#�. :, � � , Fort Worth Watcr Degariment 69900 - L p�o�n$ .�� B. Produc� Data: Com.plete data c�n each type and kind afpaint and primer � sha�I be sub�nitted fax'review. Favorable revier�v shall be obtained fram t�e Engineer he%re the pa�nt is delivered #o the job site. This pracedure -� must be %llowed �whether or not the paint that the Contractor proposes to �e is named in the specifica�zons. Submittal data shal] show where and ' for wha� uses each paint produci is to be used, bata submitted oz� each =-� type and kind of paint product sha11 itxclude infarma.tion fo show the , product meets ihe deiailed requirements of these specxfications. C. 1Vlanufacturer's Tnshuct�ons: The xnanufacharer's published int�c�ioz�s, � �� - for us� as a guid� in specifying and applying the m�nufacturer's prapased paint, shall be submitted�ta the Engineer, 1VYanufaciurer's published � instructions shall �[neet the fallawing requirernen#s: � 1. �e instructions must �ave been written by the manu�faciurer for '�� the pwrpose and with t�ae in�nt of givi�ag compiete instruc#ion £or the use ar�e� applicatian of the propased paint in the locality and for ' the candiiions for which the paint is specified or shown to be �"� applied under this cantraci. 2. A�, 11TT11f�.�1UI]S, precautions, and requirernents that may adversely �� affect #he paint, th�.t ma.y ca�se unsatisfactory results af�ex painting application, or that may case the paint not to serve the guxpose far _ which it is intended, that is, ta protect the cnvered material from .� weathe�ing and canrosion, shall b� clearly anc� completel� statstl in the ins�tre�ctions. These Iirnitations and requzrements shall include, but not be limited to the �ollowing: =- a. Surface prepara#io� b. Methods o� agplication c. Number of coats d. T�ic�ess of each co�.t e. Tota]. thiclaiess f Dryang time of eac� coat, ir�cluding prixrzer g. Drying time of �na1 caat before placin$ inta servic� h. Time allowed l�etw�een coats i. Primer required to be used j. Compatib�e topcuats k. Weather lxrn�taiions auring and after application 1. Physical properties of paint, including percent solids m. Applicatian equipment sett�ngs �.OS DEINERY AND ST'ORAGE A. Delivery: Have paink delivered ta the job site in orignaI un�pened containers. � Fort Wotth Wa#er �epart�nent 099Q0 - 2 Painfing r• I B. Stvrage: Stox� ma�erial in an approved location which m�ets the , manufacturer's storage requirements. Recommended storage temperatures shall be maintained. 1.06 MATNTENANCE MATERIAL At the end of th� praject, the Contractor shall tur� over to tlae Fort Worth Water 4' Department a gallon of each type and colrnr of paint used in the field painting. . The material shall be delivered in unopened �abeled cans, just as it comes from the manufactu�rer. Provide fhe manufaeturer's litera.tux'� describ�ing the rnateri�ls �° � and giving directions for #11eir use. A typewritten inven#ory list shall be %rnished � ta the Fort Worth Water Deparhnent at the �ime of delivery. "" 1.07 � SAFETY AND HEALTH REQi3IRMENTS A. G�neral: In accordance wi#h requirem�.nts set forth by regulatozy agencies ' applicab�e to the construcfiion industry and the mauufaeturer's printed i�structions and appropriate technical bulletins and manuaLs, the Contrac#or shall pravide and require use af personal lif�saving equipment for persons working on or about the project site. B. Head and Face P�tection and Respiratary Dev�ices: Equipment sha11 � inelude p�rot�ctive hardha#� which shall be wom by all persons while in the vicinity af tlte work. In addition, workers engaged in or near. #11E wark site during sandblasting shall wear e�e and �a�e protection devices and aar � puri�ng, half-mask or mo�xthpiece respiratox�s with appropriate filters. Barrier cxearns shall be used on any exposed areas.af skin. C. Ventilat�on: Where vantilation is used to control hazardaus exposure, all � . equipment shall be explosion proof. Ventilation shall reduce the . � concentratian af air contaminaza.t� �o the degree a hazard does not exist. Air circulation and exhattsting of solvent vapors shall be continued un�il the coatings have fi�11y cured. PART 2 PRODUCTS 2.0� COLOR SCHEDULE A. Final color selecrion shall be made by the Engineer from calor cha7rts submitted by the Contractor, colors selec#ed shall be a manu€acturer's standard colar. , B. Motors, Equipment, Pumps, and V�.lve Bodzss: F�ort Worth Water lleparEment 09900 - 3 Painting 1. 2. Motors, equapmen�, pumps> and valve badies shal� be painted the color s�lected by the Fort Worth Water D�partrnent. AIl bronze, stainless stael, or aluminum metal surfaces shail not be painted. C. Exposed Mo�iri� Parts or Guarcis 1. All expased moving parts such as couplings, shafts, etc. shall be painted OSHA red. _ 2. All guards and shields �uch as belt gua�rds, chain guards, etc. shall be painted OSHA orange. 2.02 TEST EQUIPMENT The �ol�owing pieces of equiprnent wjill be used by th� Contractor tc� de#ermine fiIm thickness anci the pxesence af flaws: A. EXectronic Digital R�adout Gage: 4.40 mils filxn �hickness ga�e including a set of Dep�rtment of Goxnmerce, Bwreau of Standazds Film Thiekness � Ca�ibratian Standards frnm 0 to S mils and 1U-25 mi�s or �ui�alent. �. , C. D. Wet S�onge Haliday Detector: I.ow �altage flow detector. Wet Filxn 'Thickness Gage Slir�g psychometez� ta rneasure hunlidity at �ime of application. 2A3 MATEF.rAr. Paint sha11 artive az� the�ob ready-mxxed, except for the tinting of undercaats a�d possible thinning. - 2.04 COATING SCI�DULE A. Ferrous Metal, Inter�ar, Non-Imme�rsed 1. General: All interior abov� gro�d ferlrous sUrfaces subjecf to dry non�abrasive conditians shall be painted in accardaaee wi�kh #.he following provisions. This includes, but is not. limited io: exposed purnps, exterior of valves, pipes, motors, machinery, roof jaists, hollow anetal daars and frames, exposed roof deck pipe hangars, at�d miscellaneous metals snch as stxuctural steel in pump stations a.n�d b�ildings. Fort Worth Water Department 0990D - 4 P��n� 2. Surface Preparation: SSPC SP-6 Comrr4erciai Blast Cleanin� 3. Coating: (Epoxy Polyamide) �.Vlitnimum Co�vera�e Manufacturer or Lauai ' Primer, 4.0 mits D�'T Tnemec 66-�2� 1 Epoxoline Prim�r Valspar 89 Series High-Build Epoxy - Fitush Coat, 5 A mils DF'F Tnemec 66 Co�or High Build E�oxy . �Talspar S9 Series High Build Epoxy B. Ferrau� Meta�, Exterior, Non�Immersed . 1. General: All exterior ferrous surfaces sub�ect to non abrasive conditions shall be painted in accordance wxth the follovv�ing _ pravisions. This includes, but is not limited to: exterior a£nan � subm�rged equ�[pmen�, valves, pipes, pipe sleeves, brackets, grates, � access gates, strutchual steel, light poles, etc. Surfa�es -_ intermittently ar partially submerged shall be treated as beiwg submerged. � 2. SurFace Preparatian: SSPC �P-6 Comtn�rcial B].ast Cleaning 3, Coating: (Aliphatic-Polyurethane System) Minimum Cove�ra�e Manu�acturer or Ec�ual Pri�ner, 5.0 mils DFT Tnemec �6 Coior High Buald Epoxoline Valspar 89 Seri�s �igh B�tilii Epoxy Finish-Coat, 4.0 mils DFT Tnemec 73 Calar Endura Shield Valspar V40 Series Urethane C. Ferrous M�tal: I�numersed or Sub,�ect to A,brasive Conditions 1. General: All ferrous surfaces belaw ground �eve1, suhmerged, or subjsct to abz�asive eonditions shall be painted in accordance with the following provisions. This inciudes, but �s not limited tv: Ladderrs, gra�es, checkered plates, han.drails, access cvvers, exterior ar submerged valve.s,, piping, bxackei�, s#ructural steel, sluice gat�s, slide gates, dirains, etc. 2. Surface Preparation: S�FC SP�l Q Near W h.ite Metal Blast . Gleani.ng. 3. Caatin�g: {Epoxy-Polyarnide System) Fort Worth Water Department 09900 - 5 Pa�nEipg Mir�imwn Cvvera.�e Primer, 4,0 mils DFT Finish Coat, 5.0 mils I�FT D. Nan-Ferrous Meta1, Ir�terior. Manufacturer or F�rua1 Tnemec 66-1211 Epoxoline Primer VaXspar 89 Series High-B�i1d Epoa�y Tnemec 66 Colar High Suild Egoxo�ine Va�spar 89 Series Hig�.-Build - 1. General: A11 nan-ferraus surf'aces where painting is requxz�ed shall be painted in accordance with the following pravisiflns. This . lilC�Cld�5, but is not limited to: pi�e s�pports, underside af roof decks, ar�d service doors. 2. 3. Surf'ace Preparation: S�PC�SPl Solvent Cleaning Caating: (Epaxy-Poiyaznide System) Mxnimum CoveraQe Manufacturer or F�q}�al Finish �vat, S.(# mils AFT Tnemec 6d Calo�r High Buzld Epoxo�ine Valspar 89 Series Hzgh-Build Epaxy E. Alunainurn, Stainless Steel, Galvanized St�el, or Brass: Unless a sp�cifically calfed out on drawings, do not �iaint these surfaces. PART 3 - EKECUTION 3.01 WQRI� COIVDITIONS A. Weathez: 1. 1Vo coating ar painting shal� be appli�d: a. When the surrounding a.ir tempearature, or t�e surface fo be coated is below .fifly (50) degrees F. b. Ta we� or damp surfaces, or in rain, snaw, fog, ox misf. c. When th� temperatu�re is less than 5 degrees F abave the dew point. 2. Ifpreceding cond'itions are prev�ent, coating vr paiz�fiing shall be delay�d or pos�poned t�ntil conditians are favorable. The day's caaking o�r painting shall be com�aIeted in tirne ta penmit ihe film sufficient, drying tairn�e prior to darnage�by atmospheric conditians. Camply with the manufact�rer's recamrnez�dations as tn weather canditions tmder which caating systems can l�e applied. Ua nat apply finish coat in conditians where the wind is blowing at or abovs �.0 mph, or gust abvv� IS mph. �� �� F� r :� ..� ..� � � g � ! � � � � s � Fori Worth Water Depamnent 09900 - G Painting B. Surface; If surfaces to be painted cannoi be put in proper conclit�on far painting by customary cleaning and sandi�ag operatians, notify the Engineer's representative ar assuxne responsibility for ax�d re,�tify any unsa#isfactary finish r�sulting from application #o an �atisfactory surface. Do na# p�roceed with swrface prepara�an or coati�g applica�ion until adverse cnndi�ons a�re corrected to provide acceptable surface. The paint suppli�r shall inspect and certify alI surfaces prior to coating appli�ativn. Do no# apply paint to �. wet ar damp surface. C. �quipm�nt: The Coritracto:r's coating and paintiing equipment shali be designed far appiicatian of the mat�-ials �pecif ed and shall be n�aintained in �good working order coxn.parable to #hat de�cribed in printed instructions of the coating manufacturer. Cle�an equipment #lzoroughly befare and afte� �use with the appropriate cleaning sfllutian indicated by the coating ' manufacfwrear. AIl gages and con#rols on spray equipment shall be in proper working arder a# all times and #hs gages �nust b� operational and readable. D. Warnings: D�splay caution signs ira necessary areas advising of spray painting. ,3.02 SURFACL PREPARATI�N A. Solvent Cleax�ing: Remove ail, grease, soil, and other cvntaminants by use of soXvents, emulsinns, cleaning compaunds, steam cleaning, or sirnila.�r - materials and methods which invol�e a solvent cleaning ac�ion in accordance r�ith Stee� 5tructures Painting Council Surface Protection Speci�tcatiozas {SSPC} S�-�. � B. Cxrinc�ing: Remove weld sglatter and xough edges and grind rongh welds so that all surfaces are in proper conditzon, in the opinion of the E�giFieer, fo reeeive the specified coating. C. - Abrasive Grit Cleaning: 1. Use a source #hat provides compresse� air, free o� deiximenta.l �mounts of water anEd oil. The compressar shall, as a minimurx�, be capable of delivering a pressure at tlie blast nazzle of at least 94 psig; the blast nozzle shall be Qf t�e veniuri type, 2. Use grit af 16140 �nes�Z. Keep grnit clean, d�y, ana free of clay particles and ot�er exh�alxeaus matter. : 3. Blast only those areas that can be primed the same da.y. .Areas which are ttot painted the sa.me day must be r�blasted again on t�e Fort Worth Water Departmetzt 4?9900 - 7 Pain;ing .-� day the prime coat is applied. Remove grit from surface by brus� or indus€rial vacuYun. r� ,-� 4. All immersed iron and steel sur�aces shaill be blasted ta `Yrear w�vite" metal in accorc3ance with �SPC SP-10, "Near White Blast Clean�ng". The blast cleaning sha.11 pxoduce a�t anchor pattern of � 2-1/2 to 3 mits. 5. All non-imanersed irvn arfd steel surfaces sha11 be comtzxercial blast " ��' cleaned i�n accordance with SSPC SP-6. The blast c�eaning shall p�roc�uce an anchor pattern af 1-1/2 to 2 mils. ...� 6. Concrete suxfacas to be blasted shauld be pr�pazed by using a brush--off �last cl�aning unless atherwise specified. �`h�is blast shall lightly ab�aid the surface without en�irel.y zemoving the �.-' surface o�r expas�ing the underlying aggregate. . D. Power Tool Cieaning: 5ubjec� to review by the Engirieer ar his xeprese�ntati�e, any abave metaXwark in which SRC or �P�-10 bXasiing cannot be �ccomplish�d shal� be cleaned in accardance with SSPC SP-�4, Power Tool Ciea�vng, rernoving mill scale, loose rust, ioose paint, and oth�:r �ore�gta znatt�r. _� E. Shop �ziming: GVhere metalwvrk, equ�ipment, valves, �an.d t#�� �ike �re sh�op primed, the primer used musi be compatible with the coatin� system to be applied in the field AlI infarmation shall �e furnished regardzng t�e =--$ shop prime caat and, if not compatible w3ith succeeeling coats, the shop prime coat shau be renxaved by blast c�eaning at no addi�ianal cast to the � Owner. :� 3.03 PROTECTION A. Protect surfaces and installat�ons requiring no pain�ing ar fini�hing by use of drap cloths, masksng, ox o�herr appmved precautionary measwr�s. Re�aar or replace, at no extra cast, Water Department's property and work of o�he;r fxade� damaged, marr�d, or stained by pa�ting and finishing ap�zahans. . B. Prior to surface prepara�ion ar�d pai�ting aperations, remove, mask, oz- o�herwise profect hardware, hardware accessonies, machined surfaces, � plates, Iight fiXtures, �and simila�r items not to be pain#ed but which are in contact with painted sur�'aces. C. The Co�.tractor shall notify the Fort Worth Water Department a# least 48 hours in advance o£ spr�y painting. Fori Worth Water Department 0990U - 8 �����g 3.04 MTXING AND THIlVhTIlV� A. Mi� and t�n pa�ints in strict accordance with manufacturer's cl�rections. B. At the time of application, paint must sho^c�►� no �igns of hard set�ling, exaessive skinning, or other,deteriora�ion. � 3.05 COATING APPLI�ATI�N A. Manufacturer's Representative: The eoating manufactuxer will be responsible, through ax� autliorized representative, to provids technical assistance to #he paint r,vntractor as needed. B. Workmen: Empioy work�nen skilled in structural steel, piping, and mechanic_al equi�ment painting. � C. 1Wiatezxals i., Goating materials, ahxasive grit, and equipment �sed i� painting and b�asting are subject #o inspection at any time by the Engineer's representaiive. _ 2. Remove blastin.g grit and dust from the surface to be pai.nted hefore pain� application is begvn. 3. Dust, dirt, oil, grease, and any foreign matter that will affect the adhesion du�rability of the fin�sh must be removed by washing with clean rags di�ped in an appxoved solvent and wiped drywit clean rags: D, Paint Coating Metlaads Finisbed surfaces mustbe free from runs, drips, ridges, waves, laps, Urush mazks, and variations in color, t�ture, and finis�. 2. Dauble-lap all welds. Applyprime coat bybrush tc� all w�ld areas, then app1� prime coat to entire surface, includang weld areas, hy spray, mller ox method select�,d. 3. Coai areas with a wuform film, &ee af sags, runs, or brush n�arks. W�exe mul�iple coats vf paint are specified, apply each coat in a different coloa whi�h cvmpUments the followxr�g coat and is diffe�r�nt than the pr�c�ding caa#. Each coat must be free o� slzadows and uniform in appearance.� �ort Wnrtl� Water Deparimeut 69900 - 9 Painting � � 4. E�c�pt where otherwise specified, thin paint an�y as necessazy for • wo�'kability of caati�.g mate�zal in accardance with manufacturer's printed uistructinms. Use only an apprapriats thinner as °'� reco�nrr�end�d by the paint ma�ufacturer. 5. When paint is lueing applied to interior of wet well or any ather '� closed areas, pro�ride for adequate ventilatian. C. Comply with recnx�mendations of the paint manufactwrer in xegazd "� ta drying time for each coat, techniqu� of s�xay applicahon, � vent�lation, painE thinnirig, and sa£ety precautions. T'�e Contractor must fully ixa�'orm a11 meinb�rs of hi� field crew of these `�" recommenc�ations. � 7, Where ixaspection shows that the specified �uckn�ss is not . F�` deve�aped, apply additional coats in accordance with manufac�er's surface pxeparation and cure schedule xequirements ,-�, to p�oduce the required fi1�n thicl�ess. S. Repair and xecaat imprope� applica�ians as reco�unended by the r� manufacturer or as required by th� Er�gineer's r�prese�ntative. - 9. �actor f+�rnished items shall be protected against damage during ,� , transit, stora�e, and e:rection. The following items sha,�i receive f�na� finish at the factory: a. Electrical panels b. Pressure gages c. Instrumentation d. Similar equzpment with standard factory fini5h 10. The fallowiuxg item� sha11 not be paintec�, unless o#herwise -• � specified. a. A�uminum, b�ass, brornze, chrome, copper, stainless steel b. Nameplates and serial numbe�rs c. Gre�se fittings d. Va�ve operator stems e. Buried ar encas�d piping or canduit � Concrete floors, interio�r walls, and slabs. � g. Glass . h. Fiberglass doors, grating, and handraiX E. Cleaning: Upon completion of work, remave alI staging and scaffa�ding. Dispose o�unused gri�, cantai�ers, and r�xbbish in a suitable manner. Fort Wos-d� Water Departinent 09900 -10 Painting Remave overspay, paint sgvts, oi�, or s�ains on ac�jacent surfac+es. Leave the entire job clean and acceptable. 3.06 Il�TSPECTION AND TESTING A. InspeetiQn �. Surface preparation, coatxng application, and zep�irs �re subject to inspection by the Engineer's repres�n#ative. The standards publi,shed by the Steel Structures and Painting Council will b� used as guides far acceptance �r rejection of the cleaning, pauiting, or coating ap�lication. Particular attention will be given hard to reach areas, bolted cannectians, suppnrts, anchor bolts, and threaded joints. - 2. A rnagnetic-type dry film thiclo�ess gage and elecfrical haliday dstectnr, pr�vided by the Cantractor, will be used to determine the acceptabiiity of the paint applica#ion. 3. Give sufficient notice in advauce o£coating applicati�ns so that ti�e Engineer's representative can perforrn the follow:ing ir�spections: , a. Examination and approva� af sUrface grepazatian prior to � any cflating. b. Examination and approval of each coat prior to application I G. B. Test�.ng o�thenex# coat. . Inspectivn of the completed coating for nins, oversprays, roughness, and an�+ evidence af improper application. 1. The Coniractor wili conduci all tests in the presen�e ofthe Engineer's representa.tive. � . ' 2. Should ar�y pain� systein fail to pass a tes�t, th� Engineer will spec��y carrective measur�s. The paint system wil� then bc retested by the Contractor, in the presenc� of the Engineer's , representative. , 3A7 PAY1VI�iVT � The wark to be pen-formed, under "Painting" sha11 be considered incidental to the . bid prices cantained in the Proposal and will receive no direc� campensation. r �'ort Worth Water De}�artr�ent 0990D - I l � Painting TTE1VVl[ 09901 VFTETdVELL IliiTERI+DR C�A'I'I1�tG PART 1 GENER AT. 1.01 SCQPE '�'buis item shall govem al� work, mate�ials, and testi.n,g required �ar surface preparation, repairs, and salventless epaxy caating applicatian to e�ci,sting and p3roposed �ft station wetwall interia�r. 1.42 ItELATED WOR� ' A. Division I: Gen�;ra�. Requiremeats — Sectian 1300 "Submiitals" B. Divisian 3: Cvncre�e C. - Di�vi.sion 9: Finishes — Section 9900, "Painting" 1.03 REFERENCES A. ASTM — American Society for Testing and Ma#erials B. NACE —National Assaciation afCorrosion Engineers G. SSPC -�- �teel Siructures Paanting Counci�l I). ACI — A�merican Cone�ete Instatute 1.04 SUBMTI`TAT.,S A. 5ubmit technical data. sh� on each pmduct used, including ASTM test 1 results indicating the produet confamas to and is suitable for i#s �ixa.tend�d � use pe�r it�m D1340, "5ubmit#als". � B.' Material Data Sheets (MSDS) for each product used. C. Man�.,facf�-es app��at�on guidevnes and recommendarions � . ' D. Qua�.ifieations ofApplic,��ox � 1. Manufacturer certifica�ion that applicator has been trained and � approved in the handling, m�ing, and applicatxon r�f the pxnducts � io be used. IFort WortF� Water Departrneni 04901 -[ Wetwell Interior C4atir�g �` � 2_ Certification by the protective cpating manufaciuzer tlzat the eq�iprnent to be used for applying the produo�s has been approved and Applicatar persormel have been train�d for proper use of equipment. "� 3. Five (5) recent references af applicator indicating successfiil �� application of a high-huild solventless epoxy coating by spray , application. 4. Design and app�ica�ion details for any additional systems and . equipment ta be used in site and sur�'acc preparation. r� 1.05 DELNERY, STDRAG�, AND HANDLING A. �Materials are #o be kept dry, protected frorn w�ather, and stored u�xder ��� cover. � �� B. Protective coaiing materials are to be stored between 50 degrees F and 90 ��� degrees F. Do not store neax' flame, heat, or strong o�cidants. L06 SiTE COND�TIONS A. Applicator shall conform with all local, state, and federal reguIatians; _� including �hose set forth by �SHA, �LCRA, and the EPA, aud ather state and lacal authorities. B. 1Vlethad statements and design proced�s are to be pz�ovided ta the Owner when confined �pace entry, flow d:tversxon, debris removal, or bypass pump:tng is necessary in order far Applicatar to perform the specified work. . ]..07 WARRANI'Y Cont�ractnrr shall warrant a�l work a�ainst defects in materials and vvarkmanship for a periad of vne {X) year from the da#e of the final acceptance�of the project. Cantractor shall, within a reasonable time after receipt af written notice thereof, repair dsfects i� materia�s and worlananship whic� may develop during said one year wanrataiy period, at no cast to the•4wner. PART 2 PRODUCTS 2.41. EXISTING PRODUC'TS A. Standaird Portland cement ar new cnncrete must be well cured prior to application of the protective coating. Generally, 28 days is adequate cure tune €or st.�ndard Portland cement. Fort Worth Water Deparanent 09901- 2 Wetwell ]nterior Coating � �� _ .� � B. Cementitious patching and repair materials should not be used unless their manufacturer provides information as to its suitab�lity �or top-coating with an epoxy coating. Pro�ect specific submittals should be p�ovided including applicaiion, cure time, and surface preparation procedures which p�mit aptimu�n bond streng�h with the epoxy coating. C. Remove existing coatings prior to applica�ion o£ the new protective coating. Appiicator is to maintain strict adherence #o applicable NACE and SSPC reco�nmenda�ian wxth regard to proper surface p�repara.tion at�d compatibility with cxisting coat�ngs. 2.02 REPAIlt MATERIALS �. Repair materials shall be used to �Il voids, s�u.ctaxally reinforce ancUox rebuild surfaces, etc., as determined necessary by the Engineer and pro#ectzve coating applicator. Repair rnaterials musi be aampatible with the specified epoxy coafain.g and sha11 be applied in accordance with the manuiacturer's recommendations. B. The foIlowing repair products are aceeptable far use in conjunction with an epoxy coating: � 1. 100°fo solids epoxy grout tha.t can be troweled ox sprayed and . specifically formulated for optimum epoxy tapcoating compatibility. The epoxy grou# manufaciurer sha�l provide instrucf�ons for epoxy tapcoatin� pmcedwres. 2. Factory blended, xapid setting, high eariy strength, �ber �einforced, nonshrink repair �na►artar or graut �aat can be troweled or pnaumatically spray applied. 1Vlanuf�chirers shall provide xn£ormation as to the suitability for topcoatix�g with an epoxy coating. Project specific submittals shall include applicalion proaedure, cure time, and surfar,e pxeparatian procedures which pe�nit optiun�un bdnd sfxength .with an epaxy coating. �. Shotcrete shall conform ta all requirem�:nis of ACZ-5�6, except as modified by the�e specifications. Shotc�rete shali be cdmposed af Partland Cexx��ent, aggregate, and water, so proportioned as to produce a concrete suitable for pneumatic applicati�n. Cured shoterete sh�.11 have a minimum surface te�ile streng#h of 3U0 psi. No coatangs shal� be applied prior to a full 28 day cure unless approved in advance by the Engineer. �ort Worih Water Deparhnent 099Q1- 3 Wetwell Interior Coating � 2.03 PROTECTIVE COATING � A. Manufactwre�r: Raven Lining Systems, Inc. Tuls� Oklalioma, �-800-324- �' � 2810, or approved squal. . B. Descriphon: Raven Ultra High Build epoxy coating, a two part epoxy xesit� systet� using 100°Jo solids based epoxy binder wzth fibrous and flake filters, as manufactuxed by Raven Lining Systems and designated as Raven �F05, or approved equal. 2.�4 APPLTCAT`ION EQUIPN�NT Applicaiion equigment shali be speoificall�Z desig�ed, ox approved for use by the protective coating nnanufae#u�r. PART 3 = . EXECUTZON . 3.OI ACCEPTABLE APPLICATO�S � A. Repai�r mortar applicatfl�s sha11 be trained to pxoperly apply the �-� cemenhtiaus mortar according to manu�aciurer's recom�:nendations. � B, Pratr:ctive coating m�st be applied by a certified ap�licato� a:f the _.� protective coating manufacturer and acco:rding to rnanufachuer's - . specification.s. 3,Q2 EXAMINATION � A. 3nstallation of the protective coating shall �tot comme�ce until the concrete , substrate has properly eured and been prepared in accarc�ance wxth these ' specifications. � , B. Temperature af the s�rface to be coated shauld be maintair�ed between 40 � degrees F and 120 deg�rees F during applicatipn, Priar to an d�ng ., applieation, care shauld be taken to avoid exposure to direct stuilight or ; o#her intense heat source ta the structure being ooated. Where �varyirrg temperattiu�es exi5t, care should be taken to appl,y the coating when the surface temperattzre is falling versus rising. 3.03 SUR�'AGE PREPARATI�N FOIZ WETWELL COATING ' A: Cleaning , - l. Covers or screens shall be placed aver pipe invexts to prevent � ext�aneous m�terial from obstructing wastewater flow. Fort WorEh Water Department 0990t -�4 Wetwe[I Interior CaaCing . 2_ All conc�-eie that is not sound or has be�n dam�ged by chemical exposure shall be-rernoved from the wetwell. Laose and protruding brick, morta�r, grout, and concrete shall be removed usrng a znasonry laammer and chisel andlor mechanical scrap�rs. 3. All contaminants, including, but not limxted to grease, wax, euring � compoun.ds, sealants, salts, cc�atings, and a1I othar con#amina.nts shall b� removed. � . 4. Surfaces to receive prot�c�ve cr�ating shall be cleaned and abraded to produce a sound sfuface with adequate profile to provide a strong bond between the prote�tive caating and tha concrete. All foreign materials shall be remaved from the weiwell interior using �xigh pressure water spray (3,SOQ ta �,000 psi}, B. Preliminary,Repa�ius: All wasealed lif�ing hoTes, unsealed step holes, vaids larger than approximately one-ha�f (]./2) inch in thiclrn.ess shall be fiiled with paiching compound at �east one haur prior to app�ication o�the ft�t spxa.y coat. � 3.04 APPLYCA'1�4N OF REPA.IR MATERrA�.S A. Cementitiaus repair materials shall be traweled to provi.d'e a s�uaoih sur.£ace with am. average prafile equivalent to coazse sandpaper to op#�maliy receive the pmtective coating. Na haneycomb sur�aces shoul.d remain a�er the final trowel af t��; grout o� martax. B. 3`�e r�pair matenia.Is shall he permi#ted to �ure acevrding to manufactu.rer recomrnendatians. �. A�1 surfaces should be imspec��d during and after preparaiion and befare ihe protective caatin$ is appiied. 3.d5 APPLICATION 4F INTERI4R WETWEI.L C�ATING A. Application proeedures shall confonm to the reeommendations af the protective caafang manufacturer, includxn.� material handling, mixing, en�vironmen#al controls during application, safefiy, and spray eqwipment. B. The spray equ�ipme�t sha11 be specifically designed to accuratety xa#io and apply the specified protective coating materials and sha11 be regularly maintau�ed and in proper working order. C. Specified s�ac�s shatll be caated by spray appiica�.on of a moisture tu�.eran#; salvex�kless, 100% salids, selF priming epoxy coating. The coating wiXl l�e applied tfl a�nintmwn wet film thickness of 2Q0 mils. Fort Worfh Wat+er ]�epartment 09901 - 5 Weiweli Interior Coating ;-� .,..� D. .Airless spray applicaiion equipment approved by the coating ma.nufacturer shall be used to apply each caat o#'the pra#ective caating to avaid any �� potential eontazninatian from compres�ed air oil wliich may e�courage inter-cnat delami�ation. � -� E. 5ubs�quent top-coati�g or additional coats of the protecti�ve coa�ng should occur as soon as the basEcoat becoxnes tack free, ideally within 12 ho�s, � but na later th�n 2�4 haurs after the prior eoa� has been applied. Tb.e r� pro#ective coating manufacturer sha11 be consulted for any additional caat ' surface preparation g;�idelines i�nece�sary. 3.06 TESTIl�TG AND INSPECTION A. During applicatian, a wef film thickness gage, such as t�ose avaiiable through Pau� N. Gazdner Cornpany, Inc. meeting A,STM D�#414 � Standard Practice af �1+Seasurement of Wet Fil�xa, Thaclrness a� Org,anic Coatings�byNotched Gages, shail be prov�ded to the Engineer's representative by the Contractor �ar use ta ensure a monolitluc coati.ng and uniform thickness during ap��ication. � B. A�inal visual inspectian shall be znade by the Engineer's and maut�facturer's representative. Any d�ficieneies in the finished coating - � shal,l be rnarked axxd repai.red according to manttfacturer'� recornrnendatio�s. --� 3.47 PAYII�NT Surfac� preparation and app�ica#aon of the Raven 405 product to the intexiar walls, floor�, and ceilix�gs, of the exisiing and proposed wetwells, placed according to specifica#�ans, to the requixed thickt�ess, shall. he paid per sc}uar� yard of coating applied and accepted. �ort Worth Water Department 0990I - 6 Wetwell Interior Coatang � ��� ����� SUSIVIERSX�L� SU�P PUIi�IP . PA�T 1 GENERAi, r� 1.01 5C4FE , The Co:ntractor shall fiu�nish axa.d install subrnersible sump pump at location s%zown on the dr�.wings, according ta specifica#ions contained herein. . 1.02 ACCEPTABLE M1�NUFACTURERS A. Hydmmat�c . � B. Myers C. Gnu1d I D. Flygt � E. Paco F. �r other approved equal �- Submit reqt�est iar substitui�fln in accordance � with Ite�n Ol � 00, "Subrxuttals". � 1.43 SHOP DRAWI�TCrS � A. Product Technical Data ; ! 1. Aclanowledgem�nt t3�at product submitt�d meets requiremexits of specifications. . 2. Manufactu�er's ins�al�ation in�truciions ; , 3. �'wmp accessories data �#. Pump bearing supports, brackets, and shafting details. 5. Lubrica�ion requiremettts � fi. �fllids passage informafion � B. Certifications � 1. Head {ft) versus flow {gpm� p�unp ctuve 0 _' Fort Wort}� Wster De�sattment 11065 - I Sump Pwmp .� B_ Assemble conyxecting pipuag vvith gaskets in place and minimum of #'owr bolts per joint installed and tzghtened. '�est alignmen# by loosening flange � bolts to see if there is a�y change in. rela�ionship of pipi:n►►g flange vi►ith Y� equipment connecting �lan�e. Realign as nece�sary, install flange balts and make equipment connect�on �-� �� � .� g e +� .� � � � � •x r e� Fort Worth Water Depa�-iment 1 i 465 - 4 . Sump Pump � ���mt xi3i6 SUB�IERSTELE PU1�PS PART �. GENERAL 1.01 SCOPE This item provides requirements for furnishi�a►g and installing three {3) nan-clag submersible wastewater pumping units, and four pump base �lbows and guide rail syst�ms in antieipation of #he Water Depar�tment ordering a fourth pump, as the need arises. The cornpl�te ins�allation shall inc�ude the faundatiar�s, placement of anchor bolts, base e�bows, setting ofpurnps and motors, le�eIing a�d aligning equipment, guide rail system, stainless stee� chain, and a11 hardware required to effect a cono.pl�ts opexat�onal putnping system; as well as a�her specified accessories. The pumping units shall be capable of being o�erated by use ai electromc salid-state soft starts. It is the xntent af these specifica�ions to pznvide for a comp�.ete properly fii�p,ctioning ins�allation, and all mxscellaneous items necessary for the proper operatiQn c�f the equipment supplied shall be made a part di these spscifications as if catled out in spec�c detail, 1.02 SUBMITTALS A. Generat: Three subrnittals shall be sent to the Enginee� far review. 4ne approved capy shall be returned to the Contractar. Submittals shall meet th� require�nents of Item OI300, "5ubmittals". B. Submittais Required: 1, Cer�ified dimensian prints showing complete dimeaasions of a11 components. � 2. pcunp setting p�an� containing anchar bolt dimensions and layout. 3. Motar parformance data mcluding xa.ting, voltage/phaselfrequency, design type, servic� €actar, i�nsulatinn c�.ass, current, power factor, NEC code letter, etc. 4. Materials list showing materia� specificatios�►s for all camponents. 5. Performance cutves for each pump unit showing capacity, head, NPSHk�, and efficiency over the entire range of the pump 6. Service: S�brnit locatian and description oilocal service centers. Fort Worth Watcr Depat#ment 11316-1 St�bmersible Patnps �� �� 1.03 TESTIl�TG _� A. General: Equipment shall be shop tested and acceptance iested as specified hereinafter. All costs for the tests shall be borne by the Contractor. The Cantractor shall submit the complete test procedures #.o the Engineer �or approval ' prior to the shop and acceptance test. in the event any eyuipment fails to r�eet th� � performance �alues s�t forth in this spec�ficatia�, the equipment sh�31 be rnndified and r�tested or replaced with equipment that perfarms in accordance with this ���' specifica.tion. --�. B. Shap Tests: Each p�mp and mntor shall be per#'ormance tested at the fac#ory prior to shipment. All pumps shall be tested with the ma#or cables to he sup�plied with � the pumps. Three copies of certified test reports, ua,cludi.ng actual test records, � sha11 be submitted and approved by the Engineer prior to shipment of the - equipment. � Eaeh pump shall ba tes�ed �'or performa�ce at the facto�}r (Non Witaessed} ta determine the head versus capacity, motor �otal electrical pow�r draw (KVA), and motor aetive electrica� power draw (KW} for the full speed at whach the pumps are specif �d and shown an the perfarmance curve. All tests shall be run in accordance with t�e test code for centrifugai pumps of the '� Standards of Hydraulic Izxstitute, latest edition. The znotox a�r.id c$.b�.e for each pwng shall be tested for moisture conten� or insulation defects. After the test, the pump cable end shall be f�tted with a shrink-fit rubber bnot to profect from �� moisture or water. C. Fi�ld Test: Field tests shall be run on all pumps, motors, and con�rol systems to f� demonstrate that they are in proper worldng order. Check and xecord amperage anc� voltage readings far each individual pump. Incorporate data into Operafians � _ -�a anc� Maintenance Manuals. � : D. Acceptance Test: Accepiance test shall be n�n �y ihe manufacturer's representative ta demonstra�e that the pumping units, motars, and contral system me�t the specifications and the following requirements: 1. The pumping units operate as specified without excessive noise, cavitatio�, vibration, and without ove�'l�eating. 2. All autorna#ic and manual controls func#ion ix� aecordance witl� the speeified requurements �- 3. All drive equipment aperates without being overlaad�d. 4. Motor and cable insulation iniegrity �ort Worth Water Departtx�ent 11316-2 � Submersihle Pumps 1.04 PiJMP PERF4RMANCE �F1ND DESZGN REQU�RENIEN'�S N�mber of Pumps Supplied: Number of Base Elbows Supp�ied Number of Guide RailSystems �u�plied 'Fype of Pump. D�sign Point 1{1 puxt�p xunni.ug): Design Point 2�pumps � operating in parallel) D�.sign Point 3 (emerg�ncy operation) Min Shut OffHead Max. NPSHR at Design Point Mxn Pt�mp Hydraulic Eff. at Desigc� Foint 1 Minimnm Solids Passing Capacity iVlax Pump Operating 5peed • Min. Pump Discharge Si,ze Max.lV�ator Rating - Min. Motor Rating Min_ Motor Service Factor Eiectrical Se�ce S#ator Temp�xalure S�nsor Leaka�e Sensor Wetwell Depth PART 2 PRl7DUCTS 2.01 COMPONENT CQNSTRUCT`�ON A. Pump Design �'hree Four Four Flygt CP3�31 or Appzoved Equat 3,000 gpm at �15 feet TDH 4,SOq gpm at 240 feet TDH 1,500 gpm at 260 feet TDH 3t}(? feet 30 Feet 75% 3" spherical snlid 1$00 rpm 8 inches 250 HP Zao z� �..10 480 Volt, 3 Phase, 4 wire 60 S�z Yes . X�s � Approximately 30 feet . 'The pu�nps shall be capable af handling ra.�v unscreened wastewater. The discharge elbnws shal� be pexmanently installed in the wetwell along with the discharge piping. Pumps shall be easily removable for inspection ar service; rec�uiring no bolts, nuts �r other faste�ings to be xEmoved f�ar the �urpose and no need for personnel to enter the pump well. Sealing of,the pwnping uni.t to the discharge eibow shall be accomplished by a sim�le liaa�ar d+owx�ward motion af the pumps wit,�r the entire weight of the pumping uni.ts guided to and pressed tightly against the discha�rge �lbow wi�h a me�al to metal watexl7ight eontact. Sealing of #he aiscl�ge int�rface by means of a diaphragm, U�ring or othe�r c3evice will not be acceptable. No portion di the pump shall bear directly on the flo,or v:f the sump, and there sh�a.11 be no mare than one 90 degree bend allowed betwean the voiute discharg� flange arid sump piping. G�uide bars, which sha.11 stecr the pump �into praper contact wzth the discharg�; elbow sball be non- adjustable and shali nat bear the weight.af the pump. Fort Warth Water l�epartment i 1316-3 Subraersib�e Pumps � � B. Hydxaulic Components �.$ The pump casing sha11 be of gray iron with a gray iron or ductile iron slide ra�1 g�ide shoe attached to the discha�rge flat�ge as an integra� assembly. Casing shatl be ea�ily removable from the mator for full inspectian a£the innpeller. All � exposed nu�s or boxts shall be AISI type 304 stainless steel. � - The pump openings and passa.g�;s shall be adequa#e to pass 3" diameter spheres �' and any trash or stri�igy �naterial which may pass #hrough a wastewa#er collectior� � system. The back of the.impeller shall incorporate straaight auxiliaay varies to .� hydra�3ically reduce pressure on the primary seal, and %rce debris away fro�nn the � irnpeller cleaz�nce. No wearing rings or adjus#ments of the backside clearance will be required. �-� The impeller sha.11 be o� semi-axial flow design, incaxporating sweeping van�s with wide flow chax�aels. �Ft shall be gray iron ox ductile it'on with designed counter mass for dy3namic balancing to eli.minate vibra#ion. Balancing sha1� nat defo�rm or weaken th� impeller. C. Discharge Elbow The discharge elbvw shall be designed to mount directly t� the sump floor and sha11 be supplied for each pump. Yt shau be standard ANSI 125 �ound flange faced and drill�d on the outiet side to match in�et connec�aon. The de�ig�. sha.11. be such ihat the pump to discharge conn�cfi,Qn is made without the need for nu�s, bolts, ar gaskefi�. The adaptar eibow shall anchor and align the stainless stee�. g�ida rails. D. Pump Motor .� 1. The submersible pump matoz shall opera#e in accordance with electrical pawe:r ui�dicated on the Drawings. The motor and pump m�nst be . connected ta �orm an integral unit. Mo�or shall be a squirrel-cage, ,�, , YnductiQn #ype in an �r-filled, water-tigYrt enclosure. The motor shall ' conform ta NEMA design cIass �B, and incorporate Class H insula#ion - materia�s ta withstand a continuous operatigg temperature of 1 SO de�rees � C. All rnotors shal� be designed axzd maz�ufackured to meet the NEMA �, MG-�, Section 31 speciftcanon �or inverter d�uty xatiz�g. The pvmp and � motor sk�a11 be capabl� o£ ha�dling lxquids with a maximum temperature of �� 40 degrees C. Oil fil�ed motors shall not be acceptable, ' 2. Motor shall be capable of sustait�ng a minimum of 10 starts per hour. Ti1e motor shall operate while only partially subme�ged and n�t require a Fort Worth Water DeparEment _ I 1316-4 Submersible Pumps cooling,�a�ke� or any other miea�s of auxiliary cooling di�ring normal continuvus operation. - 3. Motor ho�sing shali be cas� iron, A.STM A48. The stator shall consist of copper windin►gs with copper connectors applied. to high�grade electrical steel lamina.tions. The statap shal� be held securely in place by a heat shrink fit into the motar housing. Any ather means of securing the stator which will require p$netra.tian of the motor housing will nat be considered acceptabl�. ' 4. Ro#or sha11 be solid cast and dynamically b�lanced for vi'hra�aan free op�raiion. Rotar �nd bars and shori circuit rings shall be af aluminum. The u�per and lower bearing shall be vf heavy dniy design, �apable of supporting the sbaft and rator while under x�aximum radial and thnist loads. The bearings shall be permanently grease lubricated and sealed at the time of iz�stali�t�on. r E. Cable Seal The cable entry seal design shall provide s�rain reli.ef and preclude specific torque requir�ments to insure a. vvatertight and su.bmersible seal. The assembly sha11 ' pro�ide ease of.chang€ng the cable when necessary us%ug the same entry ��a1. Epo�ies, silicones, or other secandary sealing systems shall not be acceptable. � - The cable entry junctio� cham�ier and motor shall.be sep�rated by �. temainal baazd which shall isolate the sta.tor ho�sing from foreign material gaining access �ough the pump top. �'he use of wire nuts or crin�p-type cow�eetors is not ac�eptable. F. Mechaxucal Seal Provide two totally independent mechanical shaft sea.ls, insta��ed in tandem, each wit�h its own independen� single spz�ng system acting ir� a common cl�rection. Instali the upper seal in an vi1 fi�led chambe�r with �rain and inspection plug far easy access frvm external to Ybe purnp. The seai bt�ffer chamber shall contain a non-to7cic oil. A dr.�.ux and inspection plug, with positive anti lea.k seal, shall be pro�ided with the chamber. Lower s�e�.l shali be tungsten carbide, or approved equal. Upper seal shall be steel on tungsten cazbide, ar appraved .equal. Provide seais requiring n�ither routine maintenance nor adjushnent, but capable of being easiIy inspectsd and replaced: Fort Worth Water DeparEment 11316-5 Submersib[e Purups r� G. Shaft Provide comx�non pump/mator shaft o�sufficient size to transmit fii11 dn�er auiput with a maarimum deflect�on o� 0.002 inches measuxed at the lower m�ehani.cal seal. The shaf� sha11 be siainless steel and isola#ed from the ptunped media. � �� �� H. I: J. Guide Rail System The guid.e rai� assernbly shall guide the puxnp unit in ra.ising a.�d lowering. Th� �ide bars shall not support.az�y portior� of the weight of Yhe puz�p. The entire rail system ghall be construc#ed af stainless steal. The lower guide bar halders shall be integr�l with th�: discharge slbow. The puinp unit shall be gnided on the bars by a g�ude brackst wxth shall l�e an integral part of the pump. Four guide raii systems to be pro�ided by the pump manu�acturer. A stainless steallifting chain shall. be attached to the pump Iifting bail in sufFiaxeni length to connect dizectly tv the hozst far single lift operatinn. An ey'elet shall be provided a.t the �pper end of thas chain: Motor Power Cables Pump rnotor cables shall be suitable for subrn�rsible wastewater pump appl�cations and he�.vy mechanieat stresses. The power cable sball be si�ed according ta NEC standa�rds and have FM approval. The total length of power and contrnl cabl� shall be as rec�nired to connect t�e p�mps to the e�ectrical �uuction bvxes shown on fhe drawings (min�mum 6Q' lengtli), witho�t splicing. ` Motor Bearing and Seal Leak Sensors �rnish �e�pexature monitoring dev�ices in motor windings and lower bearing fvr use in con3unction w�th and supp�.ementa� ta ex#ernal mator over�aad p�'otection. Anrange controls to shut down pump shou�d any afthe monitors detect high temperature and automatically reset once mo#or ar b�aring iemperature returns to normal. Se� temperature monitors at leveIs recomn�ended by pump manu��'acturer. Provide a moisfure detectar in t�e motor's stator cavi.iy which allows a eontrnl relay to indicate leakage into #he motor, pasi the ir�er mechanical seal prior to its entrance into either the motor stator, or the fower bearing. Provide stainless steel float switch in a separate lealcage collecrian ch�nber to indicate ]eakage past inn�r mechanical sea�l priar to �ntrance into motor stator or 1ow�r bearing. If water e�ters motar hou�ing or �awer beazing, mokst�re detector shall cause pu.mp to shut dawr�. Fort Worth Water Dapar�nent i1315-5 Svbmersible Pt�s � =� �� �� -`� +� t� ,� _� Axi a.lternate shall be anf elect�ical pmbe in the oiI chamber for de#ecting the prese�,ce of water in the oil chamber. A salid-state de�ice mountecl7in the pump can.�rvl pane� or in a sepazate enclasuure shall send a low voltage, Iow ampe�rage s��nal #n the probe. if watex ent�rs the o� chambe�r, the probe shall signal fhe solid-state relay m fhe contrvl panel. The relay sha11 energize a warning Iight on the coniral panel. PART 3 �ECi3TIQ�T 3,OI OPERATION O.� SYS'�'EM On sump level r�se, lawer switch shall first be energiz�d, then up�er srvitch shall ne�tt _ energize and.start Ieaci pump. Wit�a lead pump operating, sump level shall lower to law switch turn off setting and pump sha11 stop. A�tsrnating �relay shall index on stopping of �ump so that �ag pu�np will start first on n�xt ape�atzon and becoxne l�ad pump. If sump level continues to rise whex� �ead pump is operating, override switch shall energize and start lag pump. Botia lead and iag pum� shall op�rate togeth�;r unfa�l Iow 1eve1 swi,tch twns of#'both pumps. �f level continues to rise when both pumps are operating, alarm switc� shall energ�ize and signal the alarm, rf one pump should fail for any. reason, the second pu�n.p shall operate on the override contral and if the level rises above the override contrvl, the alarm shall sigual.� 3.02 OPER.ATIONS AND MA�NTENANCE MANiJA.LS The operations and maintenance �nanuals fox each type nf equipment furni�hed by the Coniractor shall b� a separate document meeting the fbllawing specific requir�nents: Ao Format and Organizatian 1. Us� drawings and phoiographs tv illustrate the printed text as necessary to fully present the required informataon. 2. Whe�re infQ�rmatian covers similar itenas o�' equipmen�, ide�tfi.�y the a�plicab�e portions by heavy weighted arrows, boxes, or circles, or sfi.ritke oui the inapplicable information. Nonconfnnning data is nat acceptable and will be reiurned fax rework and resubmaittal. B. Contents r I. Tabl� af Coatents and Itxdex . � 2. Descrip#ian oieach system and camponents � 3. Complete starting and stopping pracedUres 4. Emergency stapping proceduz�es ,' S. Uperating instxucfions, inc�uding special operating ins#ructaons. � Fort Wocth Water Deparimen# 113 i 6-7 S�bmers�ble �rn�s � X� � 6. Routine maintenance �rocedure� 7. Lubrication requirentaents � 8: Mannfacfi�ret's �rinted aperati�g and maintenance instructions, parts Iist�, �� - illustrations, and exploded visw diagrams. . 9. Cam�lete copy of appraved shap drawing, including cross sectians. 1Q. Campleta procedure for installation, alignment, adju�ting, and checking. `� I 1. List of spare pazis, recommended spax�e pax�ts, and zeco�n�nended qua�tity. -: 12. Name, addaress, and phane numbe� of suppli�r's headquarters. �3. Safety i�nstructions and requirements. _ '��� 14. Electrical schemati.c d.iagra�n. _ � � �� ].5. Contral wiring diagram. 16. Copy ofwanar�ty �r band. �� 17. Perfox•mance curves, engineering data and start up �est r+esults, includin� start up amperages, running arnperages, and �e �oltages. ,� C. Materials H. 1. Laose leaf an 30 paund punched paper, protected to repal oil and moisturs and be wear resistan�. � 2. Printed on one side on�y. °� 3. O:f originaZ quali .ty, repraducible by dry copy method. Fina� 5�binittal - ' � Faur copies of aperations and maix�tenance mannal shall be suUmitted to the Fort Worth Water Department prior to final acceptance. '�� 3.Q3 EXECVFION Start up and acc�ptance #esti�g shall be conducted by tbe pump manufacturer's facfory trained start up representative, The acceptance test shali be caric�ueted in-the gresence of the Engineer and th� Con.tractor. Fi.x�al site specxfic adj u�tments sha11 be rnade to ensuxe a p�raper func�,o�ing �ystem. Gopies o£ acceptance tes�ing results sha11 be incorporated inta #h�e O&M Manual by the Manufa�turer. 3.04 WAItRANT'Y Manufacturer sha11 wanrant in writing the entire pump systexn ta be free frorn de%cts in materials and wo�r?�xanship for a period of ftve {5) years starting from the date of start-up and acceptance testing. The manufacturer shall submit �n writing, a Ietter guaranteeing compliance to pump performanee data snb�ni.tted. Fort Worth WaFer Department 1131 G-S 5abrnersihle Pumps ITETVI 11350 .ALU�UIY� ACCESS HATC�S ,Ai�D A,Pki]RTENANCES PART 1 GENERAL � 1.OX SCOPE Fwmish and install access hatches at locat�ons shown on tb.e drawings. � .02 ACGEPTABLE-MANUFACTURERS � A. Bi�co Company B. FI_ygt Company C. Approved Equal ,� 1.03 SHOP DRA.WINGS 5hap �awings shall compiy with Division 1; General Requirements. Include ail ,� COII5�R1.Ct1011 Cl�tall$� finishes, sizes,. shapes, thickness of materials, and details of jaining with ather work. 1.04 WARRANTY ' Mauufacturer sha11 guarantee against defects in material and waxkmaxiship for a periad of two years, beginr�ing ox� #he date of shipm�nt. , Warran#y informat�on sl�all cover hatches,ladders, and ladder-up. PART 2 PR4DUCT5 �� 2,OI SINGLE DOOR ALUMIl�TUM ACCESS HATCH A. Bilca Type "J" sing��leaf aiuminum with channel frame with apening dimensions as shown on drawings, or equal. Hatch sba.11 be lockable. B. Door st�all be alumin�'/4-inch di.amand pat�ern plated, reu�forced to withstand a live load oi3U0 pounds per square foot with minimal deflection. Channel frame shal� be'/a-inch aluminunr� with an ancIior flange around �erimeter. A drainage coupling shall be lacated in the fr�m►e. C. Construction: Fabricaie cover witU latehing deviee ha.ving insid� arid � outside handles.. Assernble hatch with heavy �orged brass inside hinges, r stainless steel pi:►�, and automatic hold-open aim wiih release handle. Fort Worth Watcr Depar�me:nk I I350 -1 Aluminum Access Hatches and Appustenances �� D. A�I hardware ta be stainl�ss �teel. �r E. Installation shall be in a�cordance with rrianufacturer's instruct�ans. Manu.fa�c#urex shall guax'antee against d�;fec#s in material or workmanship for a period of five years. �= � 2.02 DOUBLE DOOR.ALUMINUM ACCESS HATCH A. Bilca Type "JD" dauble-leaf alutriinum wath channel frame, w�th opeiung dimensions as shown vn th� drawings, or ap�rovsd equal. �� B. Doar sha�l be aluminum'/4�inch diamond pattern plate, reinforced ta withstand a live load of 340 pounds per square foat with min�nal deflection. . _ � C. Chann�l frame shall be Ya�inch alumin� wifih an anchor fl�nge around perimeter. A drainage coupliug shall be �ocated in the frame. ��' D. Fabricate cover with latching de�vice havi.ng inside and outside handles. Assembie hatch with heavy forged brass inside hinges, stainless steel pins, ���� and automatic hold-open arrn with release I�andle. E. All hardware shall be stainless steel. F. Installa�aan shall be in accordance with rnanufacturer's recammendations. Man�.facturer shall guarantee agaanst defects in material and warkmanshi� for a periad of five years. G. All aluminu�n aecess hatches which provide access to lift station wetwell � shall be instalied complete with a hatch net or grate fall prevention system. Fall prevention systern shall be manufactured by �atch Net, Fly;�i, or approved equal. 2A3 ALUN�IlVUM LADDER Minimum allawable �adder width. shall be � 6". Rung spacing shall be 12", cenie� to center. Top r�.ng shall be placed 1Z" from the tap hatch elevation. Bottom rungs sha11 be p�aced a maximum ai 12" from fhe val.ve vault fintshed floor. Approved ladder shall he campatible with Bilco Ladder�Up Mod�l LU-A�, 2.04 LADDER SAFETY POST '.�he ladder safety post shall be Bi1co Ladd�r-Up Model LU-�4, or approved equal. Insfall on f�ced ladders below access hatch cavers. Ladder shall b� designed with Fort Worth Water Department " i 1350 - 2 Aluminurn Access Hatches aud Appurtenances .� telescflpang section which ivcks a�tamatically'when extended and extends at ieast 36-inches above the top of�he hatch opening- �ART 3 - EXECUTiON 3Ai � Il�FSPECTION � A�.. Verify that wark of other trades which a#�ects ar adjoins the wnrk �� specified under this sect�on ha� beeu comple�ed ar is prepared to receive the woxk specified herein. . B. Exami.ne surface to receive hatches far foreign mat�rial or unevenness ' which would prev�nt proper u�sstallation af the wo�rlc speci.fied herein, C. Da not proceed with installation until all iief�cts are conected. 3.02 INSTAULATI()N Ir�stallatio� sh�1l be perFormed by an �;xper�enced contractor in stric� accardance with revnewed shop draw�ng�. _ 3.43 CLEANIlVG A1VD REPLACLMENT � A. At the co�npletzvn of the work, and throughout the proje�# warranty, all hatches must be frce fram operating and other defects. B. Any defect resulting from the manufachue, transport, or installation must be rectif ed withou� any add'ztionaI cast ta �lae Ownear. , a ._ Furt Worth Water Department 11350 - 3 Alt�zninum Access Hatches anci Appur�enances �II I �t. I ,-' rrE� ix�6a vA�.,vE vAirl,T GxAz�1vG PART 1 GENER AF" 1.01 SUNIlI�ARY �;�. Furnish all labar, m�.terials, equipm�nt, and u�cide�tals required to completely install and put in#o place, va.lve vault galvanized �teel grating as specified hexein, and shown on the drawings, accorc�u�g ta manufac�'er's recomn�endations. 1.02 SUBMITTA,LS A. The Contractor shall �ish ManufactUrer's shop drawi�gs clearl� shovv�rig m�aterial sizes, types, sfyles, parts, catalag,numbers, co�nplete details for fihe fabricaiian af and erectiora. a� components incl.uding, but not Iimifed io, location, leng�.s, type and sizes af fasteners, �upport member sizes, channels, and co�nection details. n I; �' � ' �l B_ Tbe Con�ractor shall submit the Manufacturer's published �iterature including sfaruciural design data, �structural pro�erties data, �oacUdeflection tab�es, test reparts as applicable, concrete anchor sXstems, aaad design� calculations. 1.03 PRODUCT DELNERY ANl] STORAGE A. Delivery a£Materials: Manufact�red materials shall be delivered 'v.a. original, unbroke� pall�is, packages, cantaEners, or b�zndles bearing ihe label of the manufact�-er. x ,f �, . I', �� ,+ �;1,I ��. -� , B. Storage of Materiais: All materia.is shall be carefully h�.udled to prevent abrasiDn, crackzng, de€�x7nations, or other damage. 1..�4 WARRANTY ManufactuF-er �hall a lararatee against de�ects in rnaterial or workmanship far a geriod af two (2) years, begin.ning on the date of s�bstantial coznipletion. PART 2 PRODUCTS 2.01 GRATII�TG A. Contractor shall furnish galvanized sieel grating, capable of supporting a 3DQ pouizd per square foo# load with less than %z" deflec�ion. • �art Wortla Wa#er Deparnnent 1 I360 - I VaIve Vault�GraYixzg :� -� 2. Ductile iron piping and fi�tings shall be dauble thickness cement � mortar lined amd bituminous seal c4ated in accordance wzth ' AWWA C104. Pmvide manufacturer's stan,dazd bitaminaus �� coa�ing inside and ontside of ai1 ducti�e iron pipe and fittuxgs, except pipmg exposed to view shall not have the standard exterior ' cnating. .: �� 3. Pipe and fittings exposed to view in the finished work shall not recei�e the standazd ta� o�r asphalt coat on the oatside surfaces, hut �� shall be shop-coated on the outside with coat tar enamel �n accordance with Item 9900 "Painting". All oth�.pipe an,d itttings sl�al1 be shop caa#ed on the outside with caa.� tar enamel in ;�, �� accordance with AWWA specifica�ions and will not require any _ other speeiaX coating. Should portions o� the pipe inadvertently be given the outside coating af coal tar enamel instead of rust ``� inhibiti�e primer as requi�red fvr e�cposed piping, #he surfaces shall , be sealed with a non-bleeding sealer caat. Sealing �hall be made a � ` part o�'�he work of this sectian, `-`� �. Where called out, ductile iron pipe and fittings shall receive an interior lining in order to protect the pipe from carrosioa caused by �'�` the transpart ofwas#ewat�r. Tnt�riar coating sha11 be P�roteato 401 ceratnic epoxy or approved equal. F� a. Lining: Within S howrs of sur,face prepara�ion of pipe, #he int�rior of the.pipe shall receive 40 mi�s naminal dxy filrri thickness of Protecto 40�. No lining o�'the face of the flange sball be allowed. b. Coating of Bell Sockets and Spigot Ends: The gaske# area �. � and spigot end up ta 6 inches back from th�: end of the � , s�aigot er�d must be caated with G mils nominal, 10 mi�s maximum using Protecta Jaint Cornpout�d. The joint � campound sha�l be applied by brush to ensure covexage. c. T�ispec�ion: A11 ducti�e irQn pip� and fitti.ng linings shall be checked for filaiciu�ess using a magnehc fi�lm thickn�s gauge. The thickness testing shall be done using the method outlin�� i.n SSPC�PA-2 Film Thicl�ess Itating. In addition, the interior lining shall be tested for pinholes with a non-desh�.ictive 2,500 volt test. Any de�ects shall be r�paired prior to shipping. Each pipe ,�aiz�t and fitting shall be marked with the date of application of khe Iining system. �ort Warth Water De�at�aent 15ti70 - 2 Ductile Irori Pipe and Fittings ' B. Fittings: Fittin�s fo� use with flanged joints or mechanical join#s on ducril� iron pipe sha11 he cast iron or ductile iron fittings canfarming ta �� ANSI B 16.1 or AW WA C 110. Flanges shall ba faced and drilled in accordance with ANSI B.1b:1, Ciass 125. All fittings s$all be pressur� rated at 250 psig. Where specifically called aut in the plan�, fittings sha.�l � be ductile ir+�n mechanical jaint compact fittin.gs per ANSUAWWA C153. C. Flanges: Flanges for duc�ile or cast iron pipe shall conform tn ANSI ��'� BI6.1, Class 125. Screwed on flanges shall be attached to the pipe in the shop; attachment, aligning, aud facing shail confo�rn to AW WA C 115. All flanged pipe, inclucl�ng flanged by-plain end pieees, shall be .:°'• hydras�tically tested to 175 ps�ig. .D. Mechanical 7oints: Mechanical jnints fo;r use with ductile iran pipe shall '� confarm tv A�VirWA C1 ].1. Carefully assemble mechanical jaints in accordance with manufactu�rex's recomxnendations. Lubrica#e,�vint � sur£aces with heavy vege#able saap salu�ian immed.iately prior to �`.'r. instal.li.ng gasket on spi$ot end. Tfseai is �defecfave, disassemble the joint, � thoroughl.y cl�an it, an.d re-assembie the joint. Do na# over tighten balts to _ . compensate for poar installation practice_ E. Seal Strips: Where required on drawings, use Link Seal.s, as manufactured by Thunderline Corpora.tion, Wayne Michigau, ar eqnal. F. Sleevo-'I`ype Couplings 1. Sleeve-type couplings sha11 be as made by Dresser Manufacturing Division, Smi.th B1�.ir, Inc., Clow Company, or approved equal. 2. Couplings �or buried pipe shall be of cast u•on �t►i�ihh s#ainless steel botts and nuts, un�ess otherwise indicated. 3. Coupii€n.gs far exposed pipe shall be f tted with harness-style couplings or jain� restraints wzth stainless steel nuts and bolts, uniess .otherwise indica�ed. �' 4. Couplings shall bc provided wi.th the gaskets of a composition ;� suitab�e for e�nstu� ta the liqwid within the pipe. G. Wall Castu;gs • 1. Wall castings shall be of the sizes and types shown on the drawings. Flanges and mechanical joint bells shall be drilled and , . tapped for studs where flush with the wall. Fort Wnrth Water Department 15070 - 3 Ductile Iron Pipe and Fittings 3. � Gen�al: In order to m.uumize inflow and infiltrafaon, all new � gxavit}r sewers shall be tested. This sec�.an covers the testing of coznpleted sections of installed sewer pipe using low p�essure. ZA � Test Equipment: .All plugs, vaives, gauges, air hases, connections, compressors, and other eqe�.ipment necessary to conduc� #he test sha11 be fiunished by the caz�trac�or. The test requzrements for law p�essure air testing will consist af vaives, plugs, accwrate pressuxe gauges, a.nd regulators used to ca:�trol the rate at v�rhich a�r flows to the test section and to monitor the air pressure inside �.e pl�gs. 3. � Test Procedures: � a. � .b, � c. �- Tharougnly c�ean the line seetion to be �ested. Apply air pressure until the inside pipe reaches 4 psig. Allow the temperature inside fhe pipe to stabilize, then reduce pressure to 3.5 psig. At 3.5 psig the f�me and pressu�re will b� abserved and recorded. A minimum of 5 readings w7ill be required fox each #�. e. If #he time in seconds for the pressure to decrease from 3,5 psig to 2.5 psig as greater than 8 minutes, then the pipe section shall be presumed to be fr�e of defects. When this time is �xceeded, ari inspection shall be made to determine , #he source of Ie�age. If so designated by �he Engineer, another air test may be required �n tb.e secti+on that has �'ailed afte�r repairs ha�ve been made. 3.42 PAYMENT Fiberglass reinfarced �nortar pipe used for sanitary sewer mains shall be paid at the Iump sum price ,�ar "Undergr�und Y'ard P�ping". Fort Wnrth Water Department 15080 - 4 Fiberglass Reinforecxi Mortar Pipe � ITE� 15A9Q Bor� and Case PART1 GENERAL 1.01 SCOPE QF WQRK The work p�rfonned un.der this i.tem sh�l include consirucrian o£bore pi�s, shoring af boz•e pits per C?SHA requirements, iz�stallation of welded steel casing pipe, placement aicasing spaeers, seal casing ends, backfill bore pi#s, and provide fraffic bamcades �d signs meeting TXD4T requi;remenfs. 1.02 RELATED REC�UIRE1b9ENTS ., Wark shall be pesformed in accordanee with #he require;rients of the Fort Worth Water Department �1-5 "Stee1 Pipe and Fittings", E1-I5 "�asiug Pipe and 'I�nnel Lin�r", E2-5 `�nstalling Steel Pipe", E2-15 "Installatinn of Casing a�d 'l�,innei ' Liner"; and a� required by th� Texas Depas-tment of Transportativn. � I.03 SUBMITTAx.S Shop drawings sh�.Il be submit�ed to the �ng�neer for approval in accvrdanee with Ite�m Q13U0 and shall include dimensioning, methods a�ad Iacatians of supports, and technical specifications for all steel cas�ng, sta.inless steel casing spacers, end seals, and mix design of grout used. PART 2 PRODUCTS 2.01 MATERIALS A. Casing Fipe: Casing pipe shall be steel confonning to A1�iSI B36.10 and the following: 1. �'ield Streng#h: 35,U0� psi min�mum 2. Wall Thick�ness: 0.3 �Z inches mizumum 3.. Diametez: As sho�m on the drawings 4. roints: ��ontinuQus cixcumferential we�d in accordance with A.WS D1.1. $• Carrier Pipe in Casing: Gazrier pipe shall be as shawn on drawings and as specified in tfie technical specifiGations. C. � Grout: Grout shall be Portland cement grout ofmini�mium 2,000 psi compz�essive strength at 28 days. Propbrtioned nat less thaxi Z cubic fooi of cement per 3 cubxc feet of fine sand with sufficient water �a provide a free flowing thick sluny, Fort Worth Water Department 19#l90 -1 Bore anid Case � �� D. Casi�t�g Spacers: Carrier pipe placed vfrithin s�eel casing sha11 be supparted b�r projec�ion type stai�.ess steel casing spacexs. Casing spaceyrs shall be -� fitrnished with a minimum ru�er height to prevent #he pipe fram resting oz- slidin� on i#s jaint during and after installaiion. The spacers shall be placed a ma�timum of one �oot from each side o�a joint with a maxiznuxn. �--� spacing of spacers in be#weEn jaints being 10 feei. Spacers at each end � shall not be �urther than 6" from the end of �h�; casing. _ ��� E. End Seals: End seaLs sha11 be sized to securely attach to the �xterio�r of the � casing and carrier pipe ta prevent dixt, water, and debris fro�n entering any annular space be�ween th� installed pipe and the casing. End seals sh�l be ��� heat shinkable. Install in accordance with manufactus�r's wntten t instnzctions. : �� PART 3 � EXECUTXON 3.01 INSTALl.A.T'�ON r� ., A. Where pipa is zequired to be installed uzxder highways using bore and casing, consixuction shall be pez�ormed in such a manner so as not tv `� ivater.f�re with the operatian a�'the highway, and so as nvt to weaken or damage any embankrnent or structure. I]uring consiruction operations, barrica.cies and figh#s ta safeguard tra�c and pedestrians sha�l be fiunished g and rnainfiained, unril such time as the backfill has been completed, and #hen shall be r�moved from the highway right af way. ., B. Suitable pits ar trenches shall be excava�ed �ox the purpose af conduciu�g the boring and jacking o�erations and for placitxag the carrier pipe. Wherever end trenches are cut in the sides of the embankment or beyand it, such work shall be sheeted securely and braced in such a mann�r as ta prevent earth fram ca�ng in. C. The boring �hall proceed fram a downstream p�t. At the upstream end, an appmaeh trench shall be exca�+ated to grade. D, Construct boring to alignument and gra+�e shown using a 2" pilot hole followed by a machine looring of appropria�e size. The piloi ho�e shall b� : r bared the entire length of �he crossing and shall be checked for line and grade on th� oppasite end of the bore finm the catch pit. This pilot holes ' shall ser�re as the c�nterlina af the large�r diameter hole to be bor�d. g� R Augers shall �e o€suff cierat diameter to convey the excavated material to th,e work pit. Excavated mate�cial �hall be dispos�d by cantractar at contractor's expense. The use of water in connectio� with bor�ng �� � ope�ration will be pernutted to lubricat� cuttings; jetting wiIl not be permitted. Fort Warth Water Department 15090 - 2 Bore and Case E. 'I'he carrie�r pipe shall be either puXled or �u�hed tluough the welded steei casing pipe. The make it easiaz to push o� pull �he pipe, the batt,om of the casing pipe shall be we11 tuhric�ted. F. All annular spaces between the carrier pipe and the casing pipe shall be pressuxe grauted. 3.02 MEASUREM�NT AND PA.'S�kV1ENT Installatioz� of pipe by bare and case shall be measuxed by th� linear foot of casing pipe, compl�te in place. Payment for bore and� case will b� considered to be subsidiary to the lump sum price far "Underground Yard Piping". � � 's �f � r,� ' ., Fcaxt Worth Water Department 1509Q - 3 Bore and Case ._>, i .Q� QU.ALIFICI�TIONS � � F .All of the types of valves and appurtenances s�all be praducts ofwell-established -� firms who are fixlly experienced, zeputable, and qua.iified in the m�nufaature of � the particular equipment to be furnished, The equiprnent sha.il be designed, _ canst�ucted, and 'uastalled in accordance with the best'practices and methods and 3'� shall com�ply with th�s� specifications as applicable. � �.05 SUBMITTALS � A. The Contractor shall fiunish Manufacturer's shop drawi�gs clearly � shawing material sizes, type�, styles, parts, catalog numbers, and complete '� � detaxls, inc�uding, but not iirn��ted to, loca�ion, �engths, and connec#ion , de#ails: _� B. The Contractor shall submit the Manufacturer's published literatuxe, �, including technical bulletins, brochu.res, and opera�ing and maintenance instrac#ions. � " 1.06 PRODUCT IIELIVERY AND STORAGE d A. Deli�v�ry ofMaierials: Manufactured materials shall, be delivered in origxnal, unbroken pallets, packages, coz�tainers, ar bw�.dles beazing ihe _ 1abe1 o�the mantt�acturer. � B. Storage o.£Mate�als: All rnaterials shall be cazefully handled to px'event abxasifln, cracking, de�ormanons, or other daixxage. � .07 WARR�NT'Y � �anu�acLurer shall guarantee agai�.st defects in material or workmanship �ar a � periad of one (2) years fram the data o� substantial co:mpletion and acceptance .� tes�ing. � PART 2 P1tODUCTS . ,� � 2.U�1 GENERAL A. AlI valves and appurtenances shail be the size shown an the drawings. . '� .� S. .All valves and appurtenances shall have the name of the mauufachirer, �, flow direction arrows, and w4rking pressure for which they are designed � ` cast in raised Ietters �pon some appro�riate �art ofthe body. ' • � Fnrt Worth Water Department 15100 - 2 Vatves and Appurtena�tces - . , ! � �,. C. All buried valves shall apen left (coun#er clackwise}. �;� � 2.�2 G,A,TE VALVES A. Gate Vaives, 2 thmugh 12 inck�es: Comply wi�th AWWA C-509 and Fo�rk. Wor�h Water Department specification EI-26 "Resikient Seated Gate Vaxv�s". � - 1. Va1ve sha11 b� resilient seated gate valve. ;� - 2. Buried Valves — non-rising stem with �xtenszan stexn, operating nut, and ca.�t iron val�v� box and cap. Valves shall open by turning in a clockwise direction, Can�rac#or shall �uxnish (2) 12" diameterr gat� valves, one (1) 8" diameter gate valve, and ane {1) 6" diameter gate valve. 3. Exposed Valve — Flanged with naanual hand-wheel actuator. Va.�ves actuators shall open by turn�ing i� a clackwise dxrection. ., Contractor sk�all futnish one (l)12" diarnEter gate valve to be �` � located in valve vaul� B. Gate Valves, 14" diameter and larger, complywithAWWA C-SD9 �, � �� �� �= � 1. Valve shall be resilient seat�d gate valv�, 250 psi working pressure �ating. 2. Buxied Ualves -� nan-xising st�tn wifh extension stem. Va.ives shall , open by turn�ng in a cXockwise direction. Contra„ctor sha,Il fiunish two (2) 20" dia.mefer gate valves, placed in vault per Figure 4 of Fort Worth Water Depaxtrnent standard d�tails. Bypass line and . valve no� required, gear box fo� 20" valve actuatian not requi'red. 3. Exposed Va.tve -�-Flanged with manual }�nd wheel actuator. ANSI � Class 125 �langes. Valves actuator� sh�ll open by tuming in a cloc�wise direction. Contractax sha11 furnish nne {4)15'° diazneter gate valves to be la�ea#�d, in valve vau1� �, � �- � � << I � 2.03 OIL CUSHIO�TED CHECK VALVES A. The Coniractor sha11 fiunish� and insta,ll %ur (4)16" diameter Apco ox Crispin oi� c�ntrolled swing check valves, bottvm dashpat. B. Che�k valve bady shall be cast iran per AWWA C508 having int�geal fianges and have a ce�trifugaily cast bronze body sea�. The body shall have a flush and drairt hnle, �o�t Warth Water Department Z5100 - 3 Valves and Appvrt€nances C. Nuts, bolts, ar�d studs sha�l be Type 31b stain�es� ste�l. D. The shaft sbal� be one-p�ece stainless steeY. Th� seat ring shall be Buna N. E. 4ii cont�ol shail allaw free open and pas�tive non-slam contirol ciosure of the disk, Closuxe t�me and spesd shall be adjustable. 2.04 ECCENTRXC PLUG VALVES A. Tlae Contractor shall furnish and install three 24" diaxneter FL x FL eccentric plug valv�s with manua� actuator�. Acceptable manufacturers shali be DeZurik, C1Qw, Va�-Matic, or approved equal. Plug valves sha�l be'/4 turn, eccentric, serviceable under f�ll li.ne pressure, and capable of sealxng in baih clirections under rated press�re. Plug valves shall have a m�inimum port ar�a vf 80% of the nvna3inal pipe size. B. Valve bady sha�� be cast ixan with added nic�el and chromium, ASTM A1�5, Clas� B, 275 psi warlang pressure rating. Plug shall be o� one- piece eonstruction and rnade of �AS'I`M A126 Class �3 cast irazx with resilient seat facing pez .ANSUAWWA C504. Fl�ges shall be drilled ANSI Class 125. SeaIs shall co�'orm to .ANSUAWWA C504. . Valves shall have permanently Iubricated Type 316 sta�intess steel radial shaf� bearing 4n the upper and lower plug stem journal. .A�1 exposed nuts, bolts, springs, and washers shall be zinc plated or stainless stee�. C. The valve seating design sha1l be res3Iient and o��he continuous interFace type having con;sistent opening/closing torques, and shatl be nan j ammrtng_ in #he clnsed positian. Valves shall be of the bolied bonnet design. The resilient seat �aced plug sha�� b� �eplaceable �w�ithout removing the valvs �body from the line. The valvs �ody seating azea sha� be c4rrosive resistant by a weided-�n ove�rlay o�high nickel content. Spxayed or plated seating surfaces will nat be accessible. Bearings shall be replac�able. Vaives sha11 be designed snch that they can be repacked without remaving the bonx�et. D. _�'unzish manual hand-wheel act�ators with tot.�lly enclased aud sealed wonm gear actuator with positian indicatar and externally adjustab�e open and closed stops. Wornn gear sha11 be ASTM A536 grade duci�le�iron with precisian bore and� �teyway far contzection to the va.�ve sha�t. Bronze xadial bearings s�hall be provided for the segment ge�r and worm sha.ft. Gear actuators shall be des3gae� to wit.�stand, withaut dam�.ge, a rim �uu of 20Q 1b on the hand wheel. 2.05 C�MBINATIDN AIlZIVACUUM VALVES Foii Worth Water Deparirnent 151 QO - 4 Valves �d Appurtenances �� i� �? � � � A. Provide combination airlvacnum valves as sk�awn in drawings. B. Combination valve to be 2" diameter combiz�ation air valve by as manu�ach�red by Cla Val, Apca, Crispin, or appro�ed. equal. Fumish two 2" combination aix/vac�unnt valves to be Iocated xn lifE station �a1ve vaul�. �'`. �, �� r C. Fit valve with qr�ick connect couplings, shut affvalves, unions, and check valves ta allow for r�oxma.l vsnting iuxtc� wetwell atid to allow fo�r periodic back-fluslung. D. Valve shall be �apable o� with�tanding maximum surg� pressure {100 psi) wi#hout failure. Warldng pxessure for this applicatian is 100 psi. E. The inlet and outl�t of the valve shall have the same crass-sectivnal ar�a. The flflat shall be guided by a stain�ess steel guide shaft and seat drip-tight against a synth��zc rcibber seaX. F. The body and cover shall be con�centricaXly located and made of cast iron. The val�ve's intexnal par#s sha11 be mad� of stainless steel. �,- ; �� � �� :� � � � 2.06 $ALL VALVES — 2" ,�11�iD S�ALLER. A. General: Ball val�es shall be iwt� piece, manually actuated, 316 stainless steel ball and stem, bronze or cast iron body, full po�rt with blowout proof seams. Ball valves shall have'I'FE s�ats and seals. Va�ves sha11 be �ull floating ball an�d be non-lubricated. Valve seat� s1xal1 be easily adjustabl.e ancl replac�able. : �annfacfurer: Bail valv�s shall be manufaetur�d b�► Watts, Ni"bco or appzoved equal. Application: B�1 valves shall be placed at �ollowing locatians witt�n lift sta#ion valve vault: � 1. 2. 3. At Combination .�1irf Vacuum Valve Assembly �or flow isolation. At dischazge of sump purnp piping �or flo�v isolafaan At pre�ure gag�s for flow isoXation. 2.07 CHECK VALVES — 2" AND SIV�.�ILLER A. Grene;ral: Cheek valves shall be s#aanless steeX bady, swing or ball �ype, 154 ps:i working p:resse�re. � Fort Worth Water Department 151QD - 5 Vaives and AppnrteRazsces � �� 6 i �n� maller, shall be manufactured by ��� aaed at fo�lowing locat�ons within ati . airl'vacuum valve �1, �mp pump. in s stee�, with %" NPT barass bottom r 15� psi xating, mounted as shown on ,� � or approv�d equal. ►r� arid shall be desi�ned and " andard C800, except as Fnodified �G: • inlet t.�reads e�ccept t�iat co�para#ion a� �S threads. ►mith Blair, JCM, o� appraved equal. '-� �3, Smith Blair 441, JG`N.� 21A, ar � '��1i ,12, Smith B3air 441, Clow, or � � � � e installed in the locat�ons shawn, true ;ec� Any damage tv #he above item�s shall .r . 't� Engineer prior to installatiQn. 1. a�. �rtenances shall be iested at the same .« ystem t�►ey are in. If a�y joint proves � y th�: satisfactian af the Engineer. Val�es and Appurtenances ��, �I �TE1V� �5140 SUPPORTS A�iD FIAl�iGAR.S P.ART 1 G�NERA.L 1.01 SCOPE OF WORK Frov�ide all labor, matex�als, equipzra.ent, tools, and related iter� requu�ed ta ��. fu�ush and instalil all pipe h�r�.gers, brackets, saddles, clamps, and supparts for all ' types of piping system�s. Pipe hangers and supports sha11 be furnished con��lete with a11 necessary i�nserts, bolts, nu�s, threaded rods, washers, and othe�r � accessories. � �� I � ,� � �r �=: �. �..02 QUALTT'Y ASSUR.ANCE Pipe supports and ha�ngers shall be mas�ufacfur�;d by a company regularly engaged in the production of pipe supports and hangers such as Elcen, Grinnel, B-Line Syst�m, oi appxoved equal. 1.03 SUBM�TTA�,S The Contra.ctor s�all fixrnish 1Vlanufactnrer's shop drawings clearly showing rnaterial s�zes, types, styles, pa.rts, catalog x�wnbers, and com�lete details, including, but not limited to, lacation�, lengt�s, and connec#ian details. Shop drawings shall include th.e maximum load caary�ing capacity of the support and the support syste�nrz arr�ng�ent. 1.04 DESIGN CQND3'FIQNS A. �n certain lacatioins, pipe supparts, anchors, and expansion joants �av� been shown on the drawings, but na effort has been made to indicats every pipe support, anchor, and expansion jo�t. Ii sha11 be�the Con�rac#or's �respansibility to provide a eamglefe systesn o�pipe supports, to provide expansion join#s, and ta ara.chor al� piping, in accordance with #bis section. Additiona.��pipe sugports may be reqtured adjaeex�� ta expans�an joints or couplings. I3. Concrete or £abr�cated steel �tpp4ris shal� be as indicated on the draw�ngs, as specified in oth�,r sections, ar, in the absence of sucl� requirements, as per�mitted b� the Engine�r. �% �!I �� f C. All piping sha�I be rigidly supparted and ancliored so that the�e is no movernent a.� visi�ble sagginS between supports.. �, Fort Wo�th Watez Deparbment 15IRD -1 �� � 1 Suppotts and Harnge�s PART 2 PRODUCTS 2.01 MATERL4LS A. All hangers, supports, brack�ts, and clarnps located in lift sta#ion wetwell s1�a11 be s#ainless steel. AI1 hang�rs, suppoxts, brackets, and clamps located in �a�ve vault and electrical support structure may be s#andard weig�t galv'anized sieel. � . T3. All vertical risers s1�a11 be supported by pipe riser clamps ever�r eigh# feet maximum. C. In.stall sn�ports and hangers to penmit expans�on and contraction_ af fihe piping system. When nece�ssary to control ex�ansion and contraction, ' pipzng shall be guided and fumly anchored. Anchars shall be approved by the Engi�eer. No piping shall be s�lf-supportin�, nor shall it be supparted from equipment connections. Shoating of anchozs into concreie wi11 not be allowed. • pART 3 - EXECUTION 3.01 INSTALLATION A. Concrete inserts ar anchor bolts shall be used to support piping from new cast-in-p3ace cnncrete. Expansivn anchars shall be used to fasten supports to existing concrete or masonry. B. Design laads for inserts, brackets, clamps, supports, and othe�r items shall not exceed the ma�ufactw-er's recammended loads. C, Pipe supports shall be xnannfactured foz the size and type of pipe ta which - they are applied. 3:02 PAYMENT Tk�e work to be performed und�r this item shall be considered supple�x;�n#a}. to the �ump sum bid item for "Wetr�well and Valve Va.u1t Piping" Fort Worth Water Department 15140 - 2 , Supports and Hangers �- �> a City of F#: Worth Dosier Creek Lift Sta#�on McCreary & Associates, June, 2002 S�CTION 16010 No. 06.44fi Electrical General Prouisions Page 1 af 8 ��. fy PART 7 � G�NERAL 1 A1 GENERAL CQNDiTIONS A. The General Canditians and Requirerrte�ts, Speeial Provisions, are hereby made a part of this Sec#ion. - B. The Electrical Drawings and Specifications under this Section shall be made a part of the Contract Documents. The Drawings ar�d Specifications of ather sectians of this contraci, as well as su�plements issued ti�ereto, informatio� to bidders and per#�nent documents issued by the �wner's Representative are a part o# these �Drawings and Specifications and shall be camplEed wit� in e�ery respect. All t�e abo�e d�cuments wikl be on file at the office of the awner's representaf��e and shall �e examined �y al� the bidders. Failure #o examine alf documents sha�) not relie�e the responsibi[i#y ar be �sed as a�asis for additior�al camper�sation. C. Fumish al1 wark, labor, tools, superi�tendence, material, eq�ipment and operations necessary to pra�ride for a compEete and warkable elec#rical system as defined by the Contract Dacuments. D. Be responsibte fc�r visiting the site and chec�ing the existing car�ditions. Ascertain the conditions ta be met far installing the wor�t and adjust bid accardi�gly. E. Ei is ihe intent af the Contract Documents that upon completian of the electrical work, the entire system shali be in a fnish�c�, war�able condition. F. All woetc that- may be calied for in the Specifications but not shown an the Drawings, o�, al� w�rk that may be shown on the Drawings bu# nat ca�led #ar in the Specificatinns, shall be performed by the Contractor as if described in 6ot�.� Should work be required which is not set forth irr e'rther docurr�ent, but which wark is nee+�rtheless required fo� fulflling of the intent thareof, then the Gontractoe shatl p�rFarm al! wor[c as fully as if it were specifically set forth in the Contract �oc�ame�ts. G. The definition ofi terms used throughnut the Contract Documents shall be as sp�cified by tL�e folla�ving agencies: - � ? . Underwriters �aborator�es 2. �at��nal Electric�l f�Aanufacturers Associafion �3. American f�ationat Standards Irtst�tute �r �. lnsulated Par�+�� Cable Engineers Association 5. Natianai �lec#rical Code - 6. National �ire Protec#ion Association �£ !� �� � H. The use of the #erms "as (or rwher�) indicated", "as (or where) shown", "as (or where) � specified", or `"as (o� where} scheduled" shall be taken #o mean that . the ��#erence is made ta EHe Contraci Documen#sF either on the Drawings or in the SpecifiGations, or bath c#ac�ments. �. The use of the words "furnish"� "prowide", or "ir�staEl" shall be taken tg mean that tE�e item or facility is to b� both �urnished and installed undep �Nision 1fi, ur�less stafed to the conirary tha# the item ar facilify is to be either furnished under anothec Division ar under ��' Y City o# Ft. V11orth Dosier Cre��C Lif� Staiion fVicCreary & Associates, No. 06.D46 June, 20D2 another Contract, furnished �nder another Contract, oi anot�er Contract. 1.02 PERNIITS AND CQDES SECTION 1 BD1 a ElectrEcal General Prov�sions Page 2 of 8 under this Division and installed under another Division or furn�shec� and installed ur�der anather Division or under An 5ecure all permitsT licenses, and inspection as required by al! a�rtha�ities hav�ng jurtsdi�tian. Give all noiices and comply with all laws, ordinances, n.�les, r�gulations ar�d ��ntract requirements bearing on the rrvorf�. B. The m�nimum requirements of the electricaf system installatior� shall conform to the latest edition of the National El�ctrical Code, as well as sta#e and �ocal codes. C, Cad�s and orciinances having jurisdiction and specifi�d codes s�tall serve as minime�m �equirements, but, if the Gontract Documents indica#e re�uirements wh�cY� are in excess of those minimum requiremer�ts, th�n the requirements of the Contract Documents shalt be followed. Shauld there be any conflic#s between fhe Cor�tr�ct Documents and cades, or any ordinances, report these with �id. PART 2 - PRODl1CT5 2.01 STANDARDS A. Aq materials and �quipmer�t shali canform to the requirements of t�e Gont�act Documents. They sha11 be �ew, free from defects, ar�d they shall conform to the following stanclards where these organizatians i�ave se� sta�dards: � 1, Underwtiters �.abaratories (UL} 2. National �fectrical N�anufaciurer's Associatian (N�MA} 3. American National Standards Associa#�on (A�51} A�. (nsulated Cabl� Engineers Association (IC�A) B. All material and equipm�nt af the same cfass shall be supplied by the same manufacture�', unless speci�ed to the confrary. C. All prod�cts shal[ bear Ul, labels where standards have been set #or lis#ing. A11 ot�er prod�cts sha116e UL tabeled. A!➢otar contral ce�nters; switchbaards, and switchg�a� shall have UL labels �y the manufacfurer. Custom panels; mod�ed motor siarters� cant�aE panels, and i�strument panels and the li�e sha�l �e manufactured �y a fiabricator approveci as a UL�DBA shop and shall bear a U� 508A (UL tndustrial Cantral Panel} label. D. 1Nhen the Cantractor pro�ides a product �or t�is project he shall be bou�c� by the terms and cor�di#ions of the Con#ract D�c�ments and �� shaR agree to wamant and to be fiable for the merchantability and fitness of �his product to t�e applicatians to which hi� product is applied under the Contract DocUments. � 2.D2 SH�P �RAVVfNGS AND SUBMIT�'ALS Giry of Ft. Worth Dosier Cree� �.ift �tation McC�eary & Associat�s, Na. Q6.046 June, 2002 �5g �. � t S SECTIOf� 16U1 � �lectrical �eneral Prfl�isions Page 3 of 8 A. Shap drawings and submittals s�all comply with Section 0130a and as specified nerein. B. Shop drawi�gs shal! be #a�Cen ta mean detailed drawings with dimensions, schedutes, weights, capaci#iesr ins#alEation details and p�rti�en# informatian that will be. needed to describa t�e maie�ia� or equipme�t in detail. C. Submittals shall be taken ta mean catalag c�ts, general descriptive information, ca#alog numbers ar�d manufacturer's nam�. D. Submit #or review all shop drawir�gs and submittals as hereinbefore cal3ed for. E. Review of submittals ar s�op drawings shail not �emove the responsibi�ity for furnishing mater�als or equipment or proper, dimensions, quantity and quality, nor wdl such re�iew remove ihe res�onsibility for error ir� the shop drawings or sUbmittats. F. Fai[ure to pracess su�mittals or shop drawings on any item andlor items s�ecified shal! ma�e th� Contractar responsible for the suitabili�r for the item a�d/or items, e�en though the item andlor iterrts Ens#alied ap�ear ta camply wi�h the Contract Dacumen#s. G. Assume all costs and liabi�ities which may resuft from the ordering of any material ar �quipment prior to the revievr► of the shop drawings ar s�abmitials, and no wor� shaA be � dane unti! the shop drawings or submit�als have been reviewed. 1n case of carrec#ian ar ��� rejection, rssu�mii until such time as they are accepted by the Ovuner`s Rep�esentative, � and such procedur�s will not be cause for delay. �1 �� � H_ Submitta�s and shop dra�nrings sh�ll be campifed from t�e manufacturer's latest producf da#a. ShouEd there be any con�#icts be�nreer� this data and the Contract Documenis, repc�rt this i�formation for each submtttal aindlor shop drawi�g,� I. Shop �rawings and submiftals wili be retumed and unchecked if the s�ecific item� prapos�d are nat clearly marked, or if the General Coniractor's appro�al stamp is omitted. J, WF�en requested, f�rnish samples of materials far acceptance re�iew, i# a sample has been �review�d and accepted, then that item of rr�afe�ial or equipmant instatled on t[�e job shall �e equa! to the sampfe; �f it is faund that the installed item is nat equal� then replace a11 such items with tFie accepted sample equivalent. 2.03 � ACCEPTANC� AIVD SUBSTITUTlONS A. �1f1 manufactu�rers r�amed are a basts as a standard nf quality► and substitu�ior�s af any equa� product irf.+il� be consid�red for acceptance. The judgement of equality af, product subsiitufian shall be made by the Engi�eer_ B. Substitutions after award of Contract sha11 be made only witf�in sixty (fi0) days afte� th� . notice to pro�eed. Furnish alt required� sUpporting data. . 7he submittal of substitu#ians for review .shall not be cause for time extensio�ts. C. V1di�ere substi#utions are offered, the substituted product st�all mee# the pradu� �' pertormanc� as set forth in the � speci�ed manu�facturer's current catalag literature, as � welf as m��ting the detai�s af tf�e Confraci Doc�me�rts. fk D, The details on the drawings and th� requirement� of #he 5pecifica#ians a�e based an the � first listed material ar equi�men#. if any other t�an #he first liste�.material or equipmeRi �;� city of Ft. Worth Dosier Creek Li�t 5tation iVicCreary & Associates, Na. 06.046 June, 2402 SECTIQN 1 fi01 D Electrical General Provisions Page 4 of 8 �s furr�ished, #hen assume responsibility �Qr the co�rect functior�, operatian, and accommodation of the substiiuted item. ln ihe event of misfits ar changes in wark required, either in this section t�r other sections af the Contract, ar in bath, bear ail casts in con�ection with all changes arising out of the use of ather th�n the first listed Etem specified. E. S�bstitutior�s af products under other sections may occur. Make necessary adjustments and additions to work �nder Di�isEan 'f8 to accommodat� those substitutions. Suah adjus#ments and additions shaEl be pertormed in compliance with Division 16 Specifica#ions at no additional cf�arge: F. Energy efficiency af each item of pdwer cansuming equipment shall be considered ane of the standards #'or e�aluation. PART 3 - EKECUT{ON 3.�1 CUTTING AND PA�'CH�NG A. Cutting and patching required under this secfion s�all be dane in a R�a# workrnanlike manner. Cutiing lir�es shal! be uniform and smooth. B. Use concr�te saws for large cuts in concrete and use core driits for smal� r.ounci cuts in concrete. � � C. Where openings are cut through maso�ry wails, provide lir�tef or ather stntctu�al support to proiect the remaini�g masonry. Arlequate suppor# shal! be pro��ded � during the cutting operation to prevent damage to masonry: D; Where large openings are cut through metaE surfaces, attach m�#al a�gle arounc! the op�ning. E. I�atc� concrete apenir�gs #hat are to b� filled with non5hrinking cementi�g compouc�d. � Finish concrete patching shalf be troweled smooth. and shall be uniform with surrounding surtaces. 3.�2 WA�'ERPROO�fNG Provide waterproof flashing for each p�r�eiration o� exterior walls and roofs. 3.03 CONSTRLJCTION R�QUIR�fVI�NTS A. �iccept where specifically noied o� shown, the locations and eievations o� equipm�nt are ' approximate and are subject to smal! revisions as may prove necessary or desirable ai th� time the work is installed. E.ocations chang�d s�bstantially from that shown on the drawing� shal[ be confirmed with the �ngineer in adv�nc� of constructian. �, B. liVhere �q�ipment is being furnished under ano#her 9ivision, reqUest from Engineep an � accept�d drawing that will show exact dimensians of required locations ar conr�ctions. .Install the requir�d facilities to the exact req�iremer�fs of ihe accepted drawings. �A. � City of Ft. Wortt� Dosier Cr�ek Lift Stat�on McCreary & Associates, Na. 06.046 Ju�e, 20�!2 sECTIo� 1so10 Electrical Ges�eral Provisians Pag� 5. of 8 �= i �+ II � C. A!I work shall be dnne in the best and mast workmaniike manner by qualified, carefui electricians who are s�illed in their trade. The standards of work rec}uired thrc�ughout shall be qf the first ciass anly. � D. Unl�ss shown in detail. the Drawin�s �re diagrammafic and do not necessariLy giv� exaci detaiis as to eSe�afio�s a�d rauting of raceways, nar do th�y shaw ali affsets a�d �^' fittings; ne�ertheless, iRstall the raceway system ta conform to the structural and '' mechanica� conditions of the canstruction. �� E. Holes far raceway penetration into sheet m�tal cabine#s and boxes shall be accurately mad� with an approv�d �nal. Cutting openi�gs with a torch or ather device ti�at proc�uces a jagged, raugh cut will not be accepta6fe. F. Cabli�g ir�side equipment shaN be� carefully r�uted, train�d and laced. Cables so �taced that they obstruct equipment devices wiil not be acceptable. � C_ EqUipm�t sha11 be set leve� and plumb. Supporting de�ices ins#al�ed shal) be set and so braced tha# equi�ment is held in a rigid, tight fitting manner. 3.04 EQUlPMER�T PROTECTION �` A. Pro�ide suitable pEotection for afl equipment, work and p�aperky against damage du�ing { cnnsfruct�on. B. Assume fiu[l respansibility #or materiaf and �qurpment �tored at fhe site. ( � 4' � � 'T � ��I � C. Cond�ait ope�ings shall be closed with caps or �I�gs during installation and made watertigh#. All outle# boxes and cai�i�e#s shall be kept free o�F cancrete, plaster, dirE and �e6ris. D. Equipment sha[� be ca�er�d a�d t�ghtly sealed against entrance of dust, di�t and rr�oisiure. . �. All dry type transforme�s ��ior io energization s�iall be protect�d against moisture and dirt. absorp#ion by a suEtable ca�ering. Also, maintain hea# inside ihe covering by mea�s of 9�0 watt minim�m lamps, � �. lnteriors of and motor con#rol cer�ters sha11 be f�ept clean and dry priar ta ene�gi�afion. Maintain heat i�sici� each urtit with o�e (1} 1U0 watt lamp locatec! at bottom of each r�ertica! s�ior� ar �nergi�e sscfion space �eaters. 3.D5 COOPERA7lO�l WITH 1fUOR� UND�R�OTH�R DIVISIaIVS A. Cooperate wifh a11 o�he�.trad�s �o as to facilitate the generat pragress oi their woric. Allow all ather #rades every reasvnable opportunity �or th�. instal�ation of their worf�" and the storage of their materia[s. B. The wark under this section shalE follov�a #he general builcl�ng canstruc#ion clnsely. SeQ aA pipe sleeves, inserEs, eic., and se� t�at apenings for chases, pipes,_etc.., are provided - t�efore can�rete �s piar.ed or masonry installed. , Qs. � � i, City of Ft. Worth � Dosi�r Creek Lift Station IU�cCreary & Associates, Na U6.046 .lune, 2aQ2 SEGTIOf� 1609 0 Electricai Generai Provisions Page B af � C. Work with other trades in determining exact focations of o�tl�ts, conduits, #ixtures, and pieces of equipment ta a�oid interterence with lines as reqc�ired tn maintain p�oper installation of v#her work. D. Ma�ce s�ach progress ir worl� that will �ot delay the work of ather trades. Sc�edule th� work �o that cample#io� da#es as � estahlished by the Engineer are met. Furni�h sufficient ia�or ar work overtime to accampiish these r�guirements if directed ko do 'so. 3.06 INSTALLATI�N OF W�RK UNDER ANOTHER DIVISION A. Verify the electrical capaciti�s of alt motars and eiectrical �quipment �Furnished under otY�er sectians, ar fur€�ish�d �y the Owner, and request wiring infa�mat9on from #he Engineer if wiri�g requirements are diff�rent from tnat specified ur�der this Section. �o not make tough-ins un#il equipment veri�cat�on has been recei�ec�. B, i�stall all motars, con#rollers, terminal boxes, pi�oi devices, and miscellaneous items of electrical equipment that are not integrally mnun#ed with the equipment furnished under otY�er divisians. All such eqUipment shail be securely maunted and adequately suppotted in a neat a�d workmanlike manner. �.07 CONTINUOUS SERVICE A. Cantinuous service shall be maintained on a!I existing circuits and equipment affected by the work showr� an 'the Cantract Dacuments, excepi w�ere the Owner will �ermit outag� for a specific time. Obtain Owner's written permissian be'fore remaving any circuii from continuous service. Where duration of propased outage cannat be tnlerated by the Owner, provide temporary connec#ions or partable generators as ��quireci ta maintain servir.e. B. Remo�e al� existing �I��trical eq�aipment and materials made obsvlete by the work called fo� in the �'lar�s and Specificatiorts �ncluding the Ci�il Drawings}, AI[ obsolete exposed canduit and wiri�tg shall i�e r�mo�sd back to the source or point c�� concealment. ff remo�ed back to point of cancealment, the conduit shall be capped ar�d identi�sed with a permanent tag as ta destFnation. Ubsolete wiririg shall be �ema�ed back to so�rce. Obsolete �reakers in panelboards st�ali be marked as spares in directory and obsolete �nits in motor control centers shaEl be marked as � spare with permanen� engraved nameplates that match existing nameplates. 3.08 CHANG� OR��RS A. In 1�he e�ent change orde�s are prepared, t�ey shall each be itemized as to quantities in addition to labor, mater�a[s, and o�erhead. B. Pricing of c�ange orders shall be done in compliance with the latest edi#inn af °Mear�s Electricaf Cost Da#a" anci pr�cir�g shall not exceed �alues tabulated the�in. 3.U9 CLF�NaUP A. Remove all tempvrary labels, dirt, paint, grease and stai�s from a!I exposed �quipment. Upon compietion o# work, clean equipment and the entire i�stalfa#ian so as to present a �. � City o�F Ft. V1larth Dosier Creek �ift Station� IVIcCreary & Associates, No. 06.046 June, 2Q02 SECTIOR� 7 Ba'f 0 Electrical General Pror►isions Page i of 8 first class jab suita�le for occupancy. �!o loose parts or scraps of equipment shall be feft on the premises. � i, ,r' B. Equipment p�int scars shall be repaired with paint kits supplied by the eq�aipment manufacturer or with an ap�ro�ed paint: C. Clean interiar� of each item of electrical equipmer�t. At campletion of work all equipment interiors sha{I be free fram r�ust, dirt and debris. 3.1 a TESTS A. Test all systems f�mished under Division 16 and repair or replace all �efective work. Make alf necessary adjustments ta t�e syst�ms anci instruct the Owr�er's personnel in , the proper aQ�ration of the system. B. Ma�e al1 ci�cuit breaker and prntective re[ay adjustments and setiings. C. Make the %Elowing minimum tests and CI't�CiL5 prior to energizing the electrical equipment: 1. 2. 3. 4. 6. � �, i � T. 0 Check all wire and cable terminations far tigF�tness. Test all wiring as specified in 1692Q. Test grounding system as speci�ed in 5ection 164aQ. Set all transformer taps as required to ob#ain tF�e proper secondary valtage. Carefully ci�acic al� i�terlocking, con#roi and instrument wiring fo� each system to ascertain that the� system will fur�ction properly as inciicated by schematics, wiring diagrams, or as specified herein. Mechanical inspeci�o� o# all Inw vojtage circeait breakers, disconnect switches, mo#or starters, control eq�ipment, etc. �or pr�per aperation. Provide ail instruments ar�d �q�ipment required fvr the abo�e tesfs. 3.9'[ RECORD DRAWINGS �- � ', � � A. Af the start and during the progress o� th� job, I�eep one separate set of blue-lir�e prints for ma�ing cons#ructian nv#es and mark ups. �. S�ow conduit routing anc� wiring runs as car�structed and ider�tify each. C. Record a!I de�iatians'from the Cantract Documen#s. D. Submit sei of mar�ed-up drawings for re�iew. The fi�al payment will riat be mad� unti! the review �s comptete. �.. � �.12 OP�#"tATIONS AND MAINT�NAP�CE IiAAiVUALS A. Stx (6) wee�s prior to t�e completion of the project, compile an Operations and Mainte�ance [U�anual on each item of �quipment. These manuals shall mclude d�tailed instructians and maintenance as ++vell as spare parts lists. . B. Submit co�ies fvr review as hereinbefore speci�ied. city of Ft_ worth Dos�er Creek Lift Statian McCreary & Associates, No. D6.046 a�r��, Zoa2 SECTIDiV 'f fi010 Efectrical General Pro►risions Page 8 of 8 C. Prelimir�ary Opera#ions and Maintenance Manuals shall b� included with the ini�aZ shipments. �ND OF S�CTION r s� # �^` I Gity of Ft. Wortfi Dosier CreeEc Lift Station McCreary & Associates Na. 08.046 June,20D2 SECTION 16110 Raceways Page 1 of � � '. ,� �r � � PAR�' 1 � GENERAL '� .09 SCOPE A. This section shalf include raceways, enclosur�s, supporting de�ices ancillary fittings ar�d appurtenances. Furnish and insta�l the complete raceway systems as shown on the Drawings and as sp�cifieef herein, B. �taceway is a broad-scope term thai shali i�e defined by the National Electrical Code under Article 100, 1.Q2 APPLICATIONS A. Exc�pt as otherwise shown on #he Drawings, or otherwise specified, eonduit raceways shal! be of the failowing type: '! . All ur�derground cor�dui# runs shall be made ►nrith schadule 40 PVC. Bends to grade shall be made with �lastic caaied r�gid galvanized sieel conduit_ 2. Exposed pawer and cnnirol and instrumentation canduEt shall be rigid aiurriir�um canduit. ' 1.03 SUBAAIiTAI�S AND SHOP DRAWENGS i� _ t7�� I `', � �. �I A. Process catalog submittals far the �ollowir�g: 'f . Rigid Meiallic Aluminum Conduirt 2. Plastic Jacketed Rigid Stee[ Conduit 3. Rigid Non-Nietatlic Conduit 4. Liquid�tight Flexible Canduit 5. Liquid�tight Fittings � 6. Conduit �ushings 7. Conduit Badies 8. Conduit Sealing �ittmgs 9. Cast Metal Boxes 10. iape Praducts � 11. Wiring Dev�ces 12. Supporting Devices '! 3. �Labels �4. Crnunding Devices �5. Foam Sealant RART 2 - PRODUCiS 2.09 RACEWAYS A. Rigid metaliic aluminum ca�duit shalf b� manufacfe�red of 6063 alloy, T�1 t�mper. w►ith no more than 0.�2% capper content. All cond�it couplings shal[ be threaded aluminum. Ali such canduit shal� be listed with U� and comply wiih UL-fi and ANSI C80.�. Aluminum conduit shali be Easco AlumEnum, or equal. � �. � , City af Ft. Warth Dasier Creek l.ift Statian NicCreary & Assaci�tes No. 06.446 June,2�Q2 SECTION '161 'i D Raceways Page 2 of � B. Rigid metallic steel canduit shall be h�t-dip galvanized �nside anc! autside and ovee threads. All such cond�it sha�l comply with U.ti� Standard UL-6, Federal Speci�catian VVWG-581-D, ANSI C90.'l, and NEN�A RN't-9980. Furnish Wheatland, Allied or equaf. C. Plastic coated rigid steel cond�it shall cansist af rigici steel �ody that compli�s with above specifica#ions for rigid metallic steel conduit, plus conduit s�all ha�e �4Q mil thick hea#-#used PVC av�er outsic#e and 2 mil coat of ivily catalyzed phenolic inside. The inside coat shall have the chemical resistance of khe outer coating and shall no# disso��e in lacauer thinner. All couplings shali be equip�ed with PVC sleeves that extend one pipe diameter ar 2", wnichew�r is tess, beyand the ertd af the cou�ling. A{I plastic coated conduit shail conform io iVEMA Standard #RN1-9974 (Type A} ar�d such conduit s�all t�e Robroy "P�astib�nd Red", or equai. D. Non-metallic rigid conduit shal� be Schedufe 4D PVC. Such cor�d�ait shall be U� iist�d for 90 clegrees C and shail conform #o NEMA TC�-2 and UL-051 standards. Furnish Carlon, Cantex, ar equa#. Furnish manufactu�er's aPpro�ed saluent #ar jaining �ouplings. E. Liquid-tight flexible cand�ait shall consis# of hat-dip�ed gai�anized, flexible 9nterlocking steel core with thermoplasiic cover, integral capper ground wtre (through '1y114" trade size} ar�d shail be Anacnnda Sealtite ar' equal. 2.02 CQNDUIT FiTTtNGS A. NEiIl�A �F locknuts far rigid metal�ic conduit shal� cansist of gal�a�ized stee� bady with neoprene sealir�g ring. Furr�Fsh Crouse-Hinds, T&B, �r equal. �. MEMA 1 Ioclviuts for rigid metallic � conduits s�all be galvanized steel for use with gal�anized steel cor�d�ait and hardened aiuminum for use with aluminc�m canciuit. . C. Cand�i# fielci�applied I�ubs #or she�t m�tal enciasures shall be aluminum body with recessed neopr�ene sealing ring, threadeci NPY insert, and shall be, T&B 370 AE� se�ies, or equ�l products by OZlGedney. D: Conduit hubs fnr non-me�allic enclosures shall bs �iberglass polyes�er reir�orced with galvanized s#ee� core, compfete with locknut and grounding bu5hing. All suci� h�bs shall be Crouse-Hir�ds �'ype NHU, ar equa�. , �. Rigid metallic conduit chase �ipples, split cauplings, sli� fittings, unions, reduc�rs, and e�largers, shall be hot-dip or mecharrically ga�van�z�d malEeab�e iron. h. Rigid me#allic cor�duii short els and lang els shall be hot dip gal�anized rrsa�l�abl� iron ' with h1Pi threaded hubs and male ends. Throais shall be smooth and free fram burrs. Ail such fittings shall be 07JGee�ney Typ� "9"' Series, Appleton, or eq�al. G. Rig�d metall9c conduit split couplings sha[I have threaded body with split tighter�ing shelves ►+vith n�oprene sandwich. Fumish ma�ieable iran mechanically ga�vanized body. Such fittings shall be OZ type "SSP", ar equal, �- �-y, CEty of Ft, Worfh Dosier Creek Lift 5tation McCr�ary & Associates No. 06.Q46 .�-� June,20D2 SECTIOPI 16110 Raceways Page 3 of 8 H. Rigid metal�ic conduit graunding bushings shall be aluminurri bady with threaded hub, ,�� bakefte insufa#ed ihroat, and #in-plated copper ground iug. Furnish OZlGedney=type ABLG, ar ec�ual. I. Liquid-tight ilexible canduit fittings shall be hot-di� ga[vanizsd stee! body with internal �`� focking ring and ground cane plus external ground wire fiktiRg. Fumish straighi ar angle connectars as required. Ail such cannectors shall be D7JG�dney 4Q series, or equal. �` J. Rigid metalCic canduit expansionldeflection fittings shall consist of gal�anized maileable iron hubs with heat fused epaxy coatir�g, #lexible neoprene joining sleeva banded t� � hubs with stain[ess stee[ bandss and wi#h internal bonciing jum�er a�d guide cones. ���, Furnish Crouse-Hinds type "XD" ar equal. K. Rigid metalli� conduit expansion �ttings sha31 consist of inetallic barre[ joined to hu�s at each end. One hub shall be threaded to barrel and other hub shalf have slip fit to allow up tfl faur (4"') inches of conduit latera! movement. Prorride external bandi�g jump�r #or e�ch expansion jnint. Furnish Crouse-Hinds iype "XJ", 4Z Ty�B "AX", ar equai. �, L. Canduit wate�stops for seaiir�g �nside of conduit runs shali cansist af alumi�um pressure discs with sandwiched r�eaprene seal and with 396 stainfess steel hardware. Furnish QZJGedney type "C5" series products, as indicated. 2.03 CONDUIT B4DIES AND BOXES A. Conduit bodies such �as "G", "L,B", "T' an� the fike puliing fittings shall be zinc cvated with malleable iron or alUminum �material shall match conduit). Co�ers far damp and/or wet locatian use si�all be gasketed cast metal with "wedge-nut" cfamps. Co�rers. for dry lo�ations shall be cast aluminum and harclwar� shall be 316 stai�less steeL A}1 covers shall be equipped witii clamp type clevises. �umish Cro�ase-Hincfs Form 7, or Appleton Form "FM7" prnducis. �- r _ B. Conduit bodies for use in corrosi�e areas shal{ be as specfied abor►e but shal! harre 40 mil plastic coated PVC jack�� and 2 mil interio� coating as spec�fied for plastic coated � rigid steel ca�duit. Fumish Robroy Plasti-5ond ited fittings ar eq�aal. � ��` C: Conduifi bodies� such as "GUA", "�UAT', "GUA�". and the ti�e pullinglsPlicing �ttings ' ° shaA be cast a�uminum with threaded cas# aluminum cor►ers. All such conduii �adies � shall be ivllark "G�" series, or equal prod��ts by Crouse-Hinds or Appleton. � �� �T D. Cast metal out[et boxes, pullboxes,. and j�anction boxes w�ose �olume i5 smal�er t�ian 1Q0 cu6ic inc�es, and casi m��l de�ice boxes, shall be sa�d-cast, copp�� free aluminum or zinc coated sand-�cast malleable iron. All boxes shall ha�e tF�readed h�abs. l�umish Crouse-Hinds "�D" style condulets, Appleton "FD" style Unilets, or equai. E. Covers for cast metal boxes sha�l be gasketed cast metal covers with 396 stain�ess st�el scre�+cs and sha11 be suitable fo� �se in wet or damp �ocatians. 2.04 PULL�AND JU[�CT10N B4XE5 A. Pullboxes . and junctian boxes whose �otum� is less t�an 10U cubic inehes shall be #umished as specified hereinbefare excepf where sheet metal types are shuwn, ir� +.�rhic� �� � City of Ft. Warth Dasier Creek �.i#i Station SECTION 1fi41� AJIcCreary & Assnc�ates Mo. U6.046 Raceways June,2402 Page 4 of 8 case, fum�sh such she�t ms#al enclas�ares in iVEMA 4X 304 stainiess steel construckion with gasketed cavers o� san-►e material. Ba P�llboxes and ju�ction boxe� whose r�o�ume is '100 cubic inches and greate� shall be NEMA 4X 304 grade stainfess steel typa wit� gas�e#ed stainless steel cove�s. Provide print p�cic�t artd interior �ack panel for mounting of terminal strips whe�e terminal strips are caUed far an the drawings. Sheet metal boxes sha11 be as manufactured by Haffman or equal. C. Covers for sheetmetal pullboxes and junctio.n boxes o�er 'i a0 cubic inches (and far smaller sized where shawn) shal! have hinged doars. All hardware shall be stainfess steeL D. Cast metal junction boxes shall be cast aluminum type with gas�eted, cast metal covers and with stainless steel cover screws. 2.p5 LABELS A. B�ried conduit marking tape for marking path of secandary buried conduits shall be faur (4") inch nominal width s#rip of �olyethylene with highly uisible, repetitive marking "BURIED CONDUIT" ar similar language, repeated aloRg iis length. B. Voltage waming 1abels for cabinets shall be waterproof �inyl s#rips with adnesive back and shall �ave "DANG�R (VO�iAGE) � DISCaNN�CT ALL SQURC�S OF POWER B�FORE ENTERING". Letters shall be highly ��sible red coiar on white bac�ground. 2,Ofi SUPPORTINC DEVIC�S A. i1�auRting hardware, nuts, balts, lockwashers, and washers, shall be Grade 304 stainless steel. B. Unle�ss of�e�►n►ise indicated, chaflnel f�aming . and s�pporti�g dedic�s sk�all b� man�iactu�ed of ASTM 6063, iOB grad� aluminum; 1�v18" wide x 3-1/4" deep (d�ubie aperring ty��). Clamp nuts for use with chanr�els s�all be grade 304 stainless steel. -' C. W�ere ihdicated, furnish grade 304 stainless steel slotted channel memb�rs 'l��1�" wicie x i�5/8" deep or 1�I8" x 3 114" d�ep, doubleafaced type. Alf hardware and canduit clamps shail be grade 316 stainsess steel. Da Conduit clamp sup�ofts far terminafing conduits onto cabfe trays shail be mechanically g�Evanized malleable iron with ad�us#abl� �angle c[amp. �ittings s�all be prar�idecl with 3'i6 staintess steel hardvdare. Furnish �Z/Gedney ty�e �TC products. E. All st�ch channel mem�ers and fittments shafl b� B�Line, Ur�istrut or �qua�. �. Conduit straps, and associated �uts, loc�inrashe�s and bolts for use with channels shall be 3�4 stainless steel with 31B stainless steel hardware. Fumish B-Line products or equal. C, .A#te� se# conerete inserts (drilled expa�sion shields "D.�.S."} shall co�sist of two types_ For anchors to accommodate 5116" diameter boEts and smafle�, prouide H1LTI "HD1" �,� City of Ft. Worth ��' Dosier Creel� Lift Station SECT�ON 161'f� � McCreary & Associat�s No. Qfi.046 Raceways �, June,Z�02 Page 5 0# � I series 304 stainless steel anchors. For ar�chors to accomrnodate 318" diameter and ��.� larger bolts, provide HILT�."HVA" series with 316 stain[ess steeE i�readed inserts. H. �Hanger rod shall be 3!8" min�m�m diameter Type 3U4 stainless steel a!I-#hread. �` l. One hol� conduit clamps shall �e twa pieee nes#-back or clamp-back type constructed �� of cast malleable iron or copper free aluminum. T�e mater�al shall match th� condu�t. Furnish Crause-Hinds series 50U clamp + series CB spacer, OZ1G�dn€�y 14C's clamp Y � l, ser�es 14� G spacer f series '!41 NG nes#-bac� (if required) or 7&� 'I �7011280 series �; clamp +'l350 series spacer, Add s�ffix "AL" to T&B pari number far aCuminum canduit, J. Cand�it beam cfamps shall be hot dip gal�ani�ed malteai�te iron anc� shall be as follows: TYP� MANUFACTURER Right Angle OZIGedney Type "UBCG", ar equal. Para�lel OZ1Gedriey Type "UPCG", nr equaE. ' Edge OZIGedney Type "UECG", or equal, � K. Hange� rod beam clamps snall be clamp type with hardened steel, boit, 5tee1 City "�0�" `' Series, Crouse-Hinds type "MW', or equal. Fumish swiv�[ stud for each rod mak�- up. � L. Conc�ui# "J" hangers shalt cansist of stee[ straddle with detachable boit. �ir�i�h shait be � � electro-galva�ized. Furr�ish fCir�dorF ty�e "C�949", Unistni� ".i-1200" 5eries, or equal. M. Conduit "U" bnits shal� be i�at-dip gal�anixed stee! with 3U4 stainless steel hex head bolts, � N. Equipmenf stands for sup�orting c�e�ices� such as control stations, device boxes and the iike, sf�all consist of a welded strucEura! s#eel o-channe! and plate steel floor plate as detail�d on the drawings. �quipm��t siands sha�l be hot-dipped ga��anized after fabricatian. 2.07 MtSC�LLANEOUS flIIAiERIA�. A. Double bushings for insuiating wir�ng through sheet meta[ panels shat! co�sist of mating male anc! fem�le threaded phenolic bushings. Phenolic i�s�alatian shali be high-impact � thermosetting plastic rated 1�U degrees C. F�mish O� Typ� "A��", or equa[. �� B. Cortduit �ult�cvrds for �ase in �mpty waceways shall � glas��ib�r r�inforced tape vuith � � foot�marked ide�tification a[ong its Eength. Fumish Thamas, ' Creenlee, or equal ,, products. � �-> C. �nnduii thread coating . compound shall be conducti�e, � non-galiing, and carrosion- inhibiting. Fumish Crouse- Hinds iype "ST�.", Appleton Typ� "ST', or equal. D. Plast�c compound for fielc�-coating o# ferrous material praducts shal! be PVC in liquid ��i f�rm that sets �p semi� hard upan curi�g. �umish Rob Roy "Rob lCote",.S�dco "Pa#ch Coat"-, ar eq�al. . City af �t. Worth Dosier Cree� �ift Station N�cCreary & Associates No. 06.046 J une,2l}02 SECTION 'I 6'i 14 Raceways Page 6 of S E, Zinc spray for coating galvanized steel th�eads shafl �s Research Laboratary ,type "LPS", Mobii "Z�nc-Spray"' or equal conductive zmC-rich spray er�amel product. F. Foam sealant far wat�rproafing uses shali be Chase Technologies "C�ase Foam", or equal. PARY 3 � EX�CUTION 3.D1 RACEWAYS A. Install the condt�it system ta provide the facili#y with the utmast clegree of reliability and mainter�ance free operation. The conduik sys#em .shall have the appearance of having been installed t�y compeient warkmen. Kinked aonduit, cortdui# inadequat�ly supported ar carelessly installed, do not gi�e such reliability and ma'tntenance free aperation a�d wifl not be accepted. B. � Raceways shall be installed for all wiring runs, except as otherwise in�icated. C. Conduit sizes, where not inc�icated, shall be N.�.C. cade-sized to accnmmodate the number and diame#er of wires to be puiled into �he conduit. U�less otherwise indicatecl, 3/4" trade-size shall be minimum si�e oonduit. D. Unless atherrNise nnted, conduit rur�s shall be ins#alled expos�d. Such runs shai[ be rnade paralfel ta the lines of t�e structure. Conduit shall be instal�ed such that it does �ot create a iripping hazard nr an o3�structior� for headroam. �. Alt runs of rigic� conduit s�a�l be threaded, and a!I male threads shail b� coated with nan� . galling threaci campound prior to assembly, �; P�as#ic caaied metailic �condr�it ler�gths shall b� jained with threaded metaliic. coupling � tha� shall be �ach equippec� with a 40 rr�il tFiickr�ess sleeve that shall exiend over the . th�eads of the j�ined conduit. �ach joint shall be�watertight. G. �ield�cc�t th�eads in runs o� plastic coated metailic oonduit shall�be cuf with a special die that has rear reamed out oversi�e so as to slip �ver plast�c c�ating. pa not attempt to cut threads an plastic coat�d conduifi with regular dies, whereby plastic caating is skinned back ta allaw the inc:orrecfi die ta be used. Coat alt �ield-cut tf��eads inrith calci� gal�+anizing spray, u�e two coats ta pro�ide '�-mif minimum coating thickness. Hn Canduit nans made in concrete pou�rs or sur�ace�mou�ted runs that are attached ta the st�uctuee, shall b� equipped with an �xpansionldeflectinn fitting v►+here t�ey crass an expansian joint,, or at every 9 00 f�et. L Un[ess ot�erwise shawn, condu�t penetrations thr�ugh �ioors located below enclosures, shall lae macf�: each with couplings set �ush with the autside faces of #he cflnc3ret� paur. Each pair of coupiings sha�l be joined with a threaded spool piece. Use coated a[uminum or galvanized steel couplings. J. Rigid metallic conc�uit runs shall have their coup�ings and connections made with sc�ewed �ittings and shall be made up wrench-tight. - Check all threaded conduit joints City af Ft. War�h � D�sier Creek Lift Sta#ia� S�CiION �fi11Q hlicCreary & Assvciates No. Q6.046 Racew�ys t.. .lune,20a2 Page 7 0# 8 prior to wire pull. Caat all maie threads with Crouse-Hinds "5TL" or eq�af, conductive fubricant prior to joining, i�. All canduit runs shall be wate�tight aver their lengths af run, except where drain fittings are indicated. ln which cases, insta.lf specifed drain fit�ir�gs. � �. Plastic jacl�eted flexibte stee� conc�uit shall �e used to can�ect wiring to motors, limit switches, bearing thermostats, and ather devices that may � ha�e to be remo�ed for �`�. servicing. Unless otherwise indicated, maximum lengths of flex s�all be three (3') feet. M. Where plastic jackeied ilex Es ins#al�ed, mak� up term�nal ends with liquid�tight f[ex �.: connectars. In wet locations, ins#all sealing gas�ets an each threaded male connectar. Each flex conr�ector shaA b� made�up tigl�tly so that the minimum pull-out resista�ce is at leas# 150 Ibs. lnstafl exterr�a! spiraElynwrapped ground wire around each run of liquid- tight ffex a�d bond each end to sp�cified grounding-type .fittings. N. Empty co�duits shall hawa pull-ropes insta4led_ �cientify each terminus as to location of ot�er �r�d and t�ade size of conduii. Use blank plastic waterpraaf write-on label and write informatian on each label with waterproo# iRk. Pull a mandrel through each conduit to checic and clear blockage before �nstalGng pull-rope. Owner's representative shall � witness tesi. Provide docc�mentatia� thai afi candui#s a�e clear ar�d ready for fc�ture use. Cap expased ends of empty conduit with threa�ed plugs. O. Conduit runs inio boxes, cabir�e�s and enclosures s�alC be set in a neai manner. � Vertical runs shalt be set plumb. Canduits set cocked or aui of plumb will nat be � ,. �cr�ptable. P. Cond�it entrances into equipment shall be care#ully planned. Cutting away af enclosure structure, �archirig out sifl or braces, and removal of enc�os�re stru�ural members, will r�ot be acceptable. Q. Use ap{�roved hole cuttin� toa�s far entranc:�s into sheet metal enclasure. Use af �uFting � � toYch or incorrect toals will not be acceptable. Holes sf�all be cleaniy cut and they shall �,� be ftee from burrss jagged edges, anci tom metal. �� R_ All �ac�ways shall be swabbed cl�an after installation. There shall be nQ debris left j inside. All interiar surFaces shall be smooth and. free from burrs and defects that would injure wire insulatian. � 3.02 CDIV�UI�' BODIES AfdD �OXES � A. Canduit� bodies such �s "L.B", "T", "�UAi", etc., shall bs instatled in exposed runs of �� c�nduit wherever indicated and �+rhere required ta overcome obstructior�s ar�d �to pro�ide F putling access ta wi�ing. Govers for sud� fiitings shafl be accessible and unobstructed hy the adjacent cor�struction. GUA series p�lling badies rather than l.B fittings and ti�e �a fik�, shall be �sed �or splicing purposes as weA as pulling access. �� � B. Covers for all conduit bodies shal[ be installed rwith gasf�eted cast me#al type where lar�atecl in c�amp or wet �ocations. � _- City of Ft. Worth Dosier Greek �i�t Statian SECTEON 1611D NfcCreary & Associates No. OG.0�6 Raceways June,2002 Pag� 8 ofr 8 C. All conduit baxes installed whose inside volume is less thar� 100 cubic in�hes s�all be . cast metal type vuith gasketed cast metal cover, �niess otherwise ir�dicafed. D. A!I conduit boxes w�ase inside �olume exceeds 100 ct�b�c inches shall be sF�ee# metal type except where gas�eted cast metal #y�e, stainless steef or fiberglass reinfarced palyester are indicated. 3.03 RACEWAY SUPP�RT A. All raceway systems shall be adeq�ately and safefy supported. �oose, sloppy and i�adequately supported raceways will not be acceptable. S�appar#s shail i�e installed at inteivafs �ot greater than those set forth by #he NEC, ur�less shorter ir�tervals are atherwise ir�dicated, or ur�less canditions require shorte� intervafs of supports. B. Multiple runs af surface maunted conduit on concrete ar masanry stirfaces s�a�l be suppv�ked ofF the surtace by means of aluminum c�annels. Attach each stotted chan�el support to cancrete surface by m�ans of two �2} 1/4" diameter stai�less steel boEts into drilled expansion shields. � C. Single runs of surfaca mounted canduit on concrete oF inaso�try surtaces shall be supported with hot-dipped mal}eable iron conduit c�amps and nest-hac�t spacers. Fumish plastic coated malleabie iron cor�duit clamps and nes4 backs where corrosi�e are�s are called out. � �.� Canduit runs that are instalEed along rnetallic strc�c#ur�s shalE be suppor�ed by means af hat-dipped gat�aRiz�d beam clamps as sp�cified herein, � 3.04 IAB��ING A. In addition to labeling requir�ments as specif�ci throughout this , and ather 5ectians, install wiring and raceway labeling as follows: � 1.. Apply writ��on identification to efnpty conduits to identify �ach conduit as to terminus of other end and also #4 ident�fy trade �size of condui#. 2: V4lhere a�#ive cor�duits terminate int� bat�oms ofi motor coni�ol cent�rs, instali label j� o� each conduit terminus anc! sh�+ number and s�ze of wiring and-func�ion of aircuitry ar�d trade size of conduit. EN� OI� S�CTI�i� �. City of Ft. Wo�t� Dosier Cree� Lift Sation McCreary & Associates Na. 06.D46 June, 2402 PART 'I - GENERAL 9.01 SCOPE SEC�iOf� 16'�2Q Wire and Cable Page "I of 5 T�is section shall include wira anci �able, terminating devices, splice kits, labeli�g, and appu�tenances. . . 1.02 SUBhflITTALS AND SHOP DRAWINf�S Process catalog submittals �or the follbwing: �-� 9. Power and controf cab�e 2. lr�strurnent cabfe , : 3. Conductor Connectors �- 4. Tape Products � �. .Labels PART Z n PRODUCTS 2.Q1 WIR� AND CABLE �- f � A. All conductars shalE be soft-draw� annealed copper, Class B stranding #hat mee#s ASTNi �-8. Copper conductvrs shal! be uncoated, except as oti�erwise specified. B. Single conductor cable for power, control, and branch circuits shall have cross-[in[ced pafyethylen� insula#ioh, raied for 600 �olts. Cable shall 6e. NEC type XHHW. All such � cab�e shall be rated fo� wet ar c!ry c�se. Cable instilation shall be color coded wiih factary pigmer�ted colors b�low size #6 awg. Colar coding shatl be as specified under Part 3 of this section. Cable shall �e as manufacturered by Southwire or equal. G. lr�strument cable for analog carcuits, sF�all be # 16 awg� #wisted shielded �airs or iriads with �'VC �nsulation and overali jacket. Cable assembiy shail be rated for 6QQ volts, wef or dry focati�ns. Fumish D�tanite "O�oseal-N Type P-OS" ar ap�roved ec�uaf. D. Sir�gle conductor cab[e ior 24 volt d� control shal( be minimum size �16. Fumish Mi�N iype insulaiion for panel �uiring and Ti�liil{V insu[ation fo�r feld wi�+ng in coriduits. E. Ground mat and associated u�comers and grounding conductnrs shall be tin-plated s#randed capper_ � �, Cable �ar RS4�5 ap�l�catipns shal! be Belden #9841. �.02 CONNECYQRS A. ��cE�ar�ical connectors �op BOOV class wiriRg shafl be #in�plated copper alloy bolted �ressure type wiih bronze tir�-plat�ed hardware. Fumish cor�nectors as iollows: TYP� � fI�A�U�ACTURER & "fYPI�, . ��f Single conductor C3lackbum LH to flat pla#e connector �,' �' City of Ft. Worth Dosi�r Creek Lift Satior� iVicCreary & Associates No. 06.�46 .lune, 2D02 Mu�tiple conductar Blackburn L.2H, L3H, 1�4H to flat-plate c�nnecior Split-bolt connectpr Biackburn HPS Two-bolt para[lel Blackb�rrn 2BPW connector with spacer Gross Conn�ctar Blackburn XT Splice Connectar B�a��burn S Flush ground connector OZ Type "VG" SEGTIDM 16120 Wire and Cab1e Page2of� B. Ir�sulated spring wire cannec#ors, "wire-n�ts", for sma11 building wire taps and splices shall be plated s�ring steel with thermopiastic jacket and pre-filled sealar�t. Connector shall be rated for fi00 ��Its, 75 degrees C continuous. Fumish King Techno�ogy, or equal. . � C. Connectors for control cand�ctor con�ections ta screw term�nals shall 6e cr�mp-type wit� �inyl ins�lated barrel and #in�p�a�ed aopper ring�tongue style cflr�r�ector. �'urnish T&B "Sta-Kon", 3M "Seatchlok", or equal. � �. Terminal strips for miscel�aneous field terminatior�s of cantrol anc� instrumentatian circuits shalE consist of 12 paiht box lug termir�ats with mar�ing surtace. Terminal assembiy shall accept #� 8 to #1 � awg and shall be rated 600 volts. ��mish AlZena Rradle� #1492-H.�812 terminal blocks. � 2.03 I�SULATING �RODl1CTS A. �ape products shail be furnished as �ereinafte� specified and shal! be Plymouth, OE�pnite, 3Ni, o� eyual. E3. Ge�e�a! purpose electrical tap� shalf be � mil thic� stretchable �inyl plastic, p�ssure adhesive type, "SEip�cnot Grey", 3tU9 Scotr.� 33+, or equal. C. Insulating void�filling tape and high ualtage bedding tape shaE1 b�: stretchable ethyla�e prapylene rubber with high-tacit and fast fusi�g surfaces. 'Tape shail be rated far 9Q degrees C continuous, 130 degrees C o�erload, and.shall be maisture-proofi. Void filling tape shalf be "Ply�safe", 3M Scotch 23, ar eqc�al. � D. High �emperature protecti�e tape shali be �ated 1800� cont�nuous indoor/outdoor, stretchable, s�jf�b��ding silir.or�e rubber. High tempecat�re tap� shalE be Piysil #�4�5, �M Scatc� 7U, or equaR. E. Insulatian putty fl�er-tape shall be Piymouth #320�4, 3flA 5cotchfill, ae equal. � � F. Arc and fireproo�ng tape shal� be Plymauih �33'I 8, 3Ni Scatch #70 or er�ual. �_ �., � City a� Ft. Worth Dosier Cree�t Lift Saiian � SEGTf�N 161�0 McCreary & Associates No. Ofi.046 Wire artd Cable June, 200� Page 3 of 5 2A4 LA�El.S . A. Colored barzding ta�e shali be 5 mil stretchable �inyl with permanent solid cofor. C�lors shal) be as i�ereinafter �peci�ied_ �'ape sl�al[ be Plymouth "Slipl�not 45", 3M Scotch #35, or equal. �. Numbered wire marking fabels shaH be PVC slee�e-type marlce�s, T8�B, Brady or equal. C. Cable ide�ti�eation ties shail be weather resistant -polyester with blank w�ite-or� space, T�B, Brady or equal. 2.45 MISCELlANEOUS fVIATERlAL A. Cab�e grips shall be grip-type wire mesh with machined metal support. Furnish Kellems� Appletnn, or equaE produc#s. B. Nlire pulling compound shali be nan-injurioUs #o insulatron and #o cnr�duit and shall be [ub�icating, nan- crumbling, and non-combustible. Fumish �edney "Wire� Quick", Idea1 ¢ . "Yellow" ar equal. � PART 3 - EXECUTiOM � 3.49 POWER AND CONTROL CABL� A. Power and control conductars sf�all be sized as shown and where r�o size is indicated, the conductar size sE�all be #'! � awg for power circuits #14 awg fior 120 vac eontrol circuits, and #�6 awg for instrum�ntation circuits... �` B. Equipment gra�nding coroductors shall be ir�s#alleci with type XHHW or iHHM insulated stranded copper conductors and the insulation calor shail be g�een m si�es up ia anc� , inciuding �10 awg. ���� C. Coto� coding shall b� as fiollows. hlon-�factory cotor coded cables shall �e marked '. with speci�eei color tape. Use tt�e following colors: � �- GONDiJCiOR 120I20�V 480V . SYST�fViS SYSTEfViS . . � ;, �; �9 Phase A or L'l P�tase B oP �2 Phase C I�ee�tral Grour�d Black Red Blue White Green Brow� prange Yell4w N/A Green .�. D. Branc� circuii� may be spliced fvr receptacle, �ighting and sma11 appliance laad inside �" appropriate j�nction boxes. F'eeders shall be instalfed without splice. �� City of Ft. Worth Dosisr Creek Lift Satian tVlcCreary & Assaciafes No. 0�.046 June, 2UO2 SECTION 1612Q lNire and Cable Page 4 of 5 E. Except as otherwise specified= taps and sp�ices with #10 AWG and smaller, shall be made with insula#ed spring wire connector5. Such connectars in damp ar wet focations shall be waterproo�ed by flling interst�ces arounc� wi�es witi� silicane rubber and further insuiating witti an envelope af stretch�d piece of EPR tape around each wire. Then, apply or�e�half lapped 4ayer of elec#ricat tape over ail. F. � iViotor connections made with #10 AWG and smaller wire shall !�e made up with set� screwed cap�er lugs with thr�aded-on insulatEng jacket. After make-up of each cannecior, install two {2) iayers half-lapped, of high temp�rature tape over conn�cta� barrel and down one ('i") inch a�er wires. G. Taps, spl�ces, anc! cannections in #8 �AWG and targEr wires sf�ail be made w'tt� copper alloy bolted pressure connectors. Each such connector shal! be ir�sula#ed by means of applying insulation pc�tty over sharp edges so as ta present a�mooth bondir�g surt�ce. Next, ap�ly at least four {4) layers, half-lapped eac� layer of EPR tape. Then, make final wrapp�ng af at least three (3) layers, half-lappecf each laysr of electrical tape. H. Can#rol wiring conr�ections to stud type and screw type terminals shall be made with ring-tangue type crimp connectors. Label each te�mina� jackef with wire maricing label at each connection. i. Each �nrire cor�nection sha11 be made up tight�y so tha# resistance af cohnec4ion is as fow as equivalent iength af associated conductar resistance. J. Numbered marking labels shal� be ir�stailed to identify c�rcu€t numbers from panelboards. Ins#all labels on eac� wire in each panelboard, junction, pullbox and dediGe connection. K. Labe! each wiring run }rvith write-on waterproof labels inside mator co�troi center. �nstall write=an label ties aro�nd uv�re group at conduit entrance and write�on label ihe v+r�re si�e, conduit sixe and service. � �. lnstall PVC sleeve type numbered marking on each car�tral wire termination at each terminal strip and at �ach device. Ao this in matar control c�r�ter, terrninal cabinets� sa�Fety switches, remote controllers, pilat operators, and instrumentation equipmer�. �Eumber seiecteci shali correspnnd to number on terminaf strip. {Vl. All wiring insid� equipment enc�osures sf�all be naatly trained and laced with nylan tie-� wfaps. 3.02 INSTRUME��ATION WIRiNG A. All 4�20mA analog pairs sf�all have shields grounded at the ir�strume�ta"t�on pane� a�d insulated on the field end unless otherwise required by instnament suppiier. Single paint grounding sha�l be mainfiained. 3.�3 GROUND WIRING A. E�ch item oi equipment shall be adequately and tharoughly grour�ded. Comp�y with Artic�e 250 of N.E.C., except whesa higher standards af grae�nding ha�e been specif�ed. ln addition ta rec�uirements as specifled unde�' Sectian 'i�SD, ins#alf grounding for general wiring systems as fallaw�. - � � �, � Ciiy af Ft. Wort� posier Creek Lift Sation i�AcCreary & Assaciates Na. 06.046 June, 2002 SECT141� 1fi92D Wre and Cable. Page 5 a� 5 B. Equipment grounding conductars (�GC} shall be ir�stalied in each run af power and �-� control candui#s. These wires shaA be g�een cafored in si�es #6 AWG and smaller and green banded in larger sizes. Ground wires shall be type THHP! or XHHW insulated ' copper wires. � ��, � C. �GC runs inta equipmenf sha[I be grounded to squipment bus w�ere ava�lable, ar to equipment ground I�gs. D. Where grounding type bushings are installed, bond EGC thereto, ar�d f�rthermore, ground eac� b�shing lug ta equipment ground bus or ground lug, or ground rod. �. [�t eaci� mo#or terminal bax, i�stall equipment graund lug and connect EGC ti�ereta. 3.04 LABE�ING A. In addition to labeling requir�ments as specified throughout this Sec#io�, instali wiring and raceway labeling as follaws: 1. Apply numbered wire mar�ing labels to cantrc�l wirin� terminations #or each terminatian in �ach item of equipment. Use PVC slee�e type labels. , 2. Apply numbered wire mari�ing la�els to pawer and contra! v+riring terminations in mator contro) centers, par�eiboards, and at outlsts, io identify circuik numbers. Use °� , PVC sleeve type fabels. 3. Apply numbered wire marking labets io each signal wtre termir�ation in each instrumen# j�snciion box, and in each item of equipment served by instrumenta#ion circuits. Use PVC sleeue fype labels. �. � �; 4. Apply ►dvrite-o� identi�icatio� la�els to wiring sets in each motor contra� center, and in each pullbox and junct�o� box. Show wire si�e, conc�uit s't�e, a�d lins and laad informatiofl. Use waterproof plastic writedon la6els with r�ylon fi� wraps. 3A� TESTINC A. �ach run �# 600V class �aower and control wiring shal{ be iested prior to connection af iine and load. Ma{ce tests with 100DV dc hand-crantc or motor dri�e� ohmm�t�r. Each ru� of wiring shal� be tested phase-to-phase andlar phase to�ne�tral, and phase-ta grot�nd �est results for each test shall be equal tn or greate� than 25,QOQ,000 ohms with 100QV dc applied. All tes#s shall �e made in the presence of the Owners represet�tative or �ngineer. � B. %st all runs of sig�al wiring with 2�flV dc � megg�r. Insulat�o� values shalf ineet or exceed 1 x00D,OQ0 ohms per 10U f�et {cable to snield). C. Sho�atd a�y cabfe or circuit fail io meet th� above tests, repface wire and retest. Ef�D 4F SECTiOR� � I I= �- � �-. c�ty of Ft. w��tn � ' Dosier Creek Lift Sfatian � fiUlcCreary & Associat�s hlo. 06.046 { . June,2�02 �,, �_. � PART 'l � GEiVERAL 9.a3 SCOPE SECTIOfV 'i6191 Dry Type Trahsformer�s Pagg 1 of � � This section refers to dry #ype transfnrmers. Furnis� anci install transformers as shown on the Drawings and as specifed hereinafter. 1.02 STANDARDS Dry-type transformers shall be tisted by UL and shall comply with UL-50�, NEl�fiA S�-20. 7.03 SUBM177ALS Pracess caialag submitkals on dry iype t�ansformers. , �, �' � I PAR7 2 - PRODUCTS 2.01 GENERAL A. Dry type transfnrmers 15 kVA arid below shali be Eotally enclosed non-�en#ilated, 9'{��C rise. Care and coil shali be tptally enca�sulated in sand anci resin nr equiva4ent. Dry typ� transformers above 15 �CVA shall be vent�lated wEth NENfA 3R drip shieIds. B. Each transformer shatl be equipped wi#h finro 2.�% fuli-capacity below normal and two 2.5% fiail capac�ty above nornnal taps. C. Fumisi� transformers in KVA and voltage ratings as st�awn on the Drawings. Transfarmer enclasure shall be suita�le �ar outdoar use. Enclosur� shal! be rated 3R. The errctosure sha41 k�e constr�cted of 3�4 stainles� s#eel. D. Sound level of each transformer shall nat �xceed fiA db at three feet. E. TransfarmeF shall have eleciros#atic shietd. F. �umish General Electric, Square D, Cu#!er-Hammer or equal products. 2.�2 COM�INATIaIV TRANS�OFtfUiERI�'ANElL�OARDS A, Wt�ere aombi�tatian transformer pan�lboards are irtdi+cated, fumE�h cotnbination un�t ►�rith panelbaard below �ransfiarmer. �. Panelbaard enclosure shail be const�ucted of 3Q4 stainless stee� and shaif be rated N�{U�A 3R. C. Fumislj transformer priEnary brea�er, seccmdary breake�, a�d branch circuif breakers as scheduted on the drawi�gs. Panelboards shaA ha�e circuit breakers rated for 18,Qaa amps interrupting capacity on the prim�ry artd 'lD,OOQ amps ir�terr�pting capacity on the secondary. D. Panelbaard bus bars sF�afl be tin platecE copp�r. �I C�ty of Fi. Wo�th ❑asier Cree� �ift Statian McCreary & Assaciates No. 06.D46 .3une,2Dfl2 SECTION '� 5191 Dry Type Transformers Page 2 af 2 E. Panelbaa�ds wher� furnis�ed shal� be General EfeCtrfc, Square D, C��ler-HammeF or equa� • PART 3 - EX�CUTIOh! 3.0� INSTAE.iAT10N A. Install #ransformers wh�re shown. Adequately support wal�-mnunted transformers. Use stainless steel bolt and hardware. B. Bor�d neutral af each iransformer ta its enc�nsure and #o groundin� electrode canductars per N�C article 250. 1�stail graunding electrode cor�ductors firom transformer seeondary neutral to ground mat. END C)F SECTIQN E �, . �' "�, r 1 .� 4 � > City of Ft. Worth Dosi�r Creefc Lift Station f1AcCreary 8� Associates fVo. 06.046 June, �002 PART 1 = GENERAL 1.01 � SCOPE SECTiON '16'E99 Miscellaneous Page 1 of 3 A_ This section sha�l include disconnect swiiches, wiri�ng devices arsd equipmeni stands. B. Fumish and install all such devices and complet��y connect and wire each device. 1.02 SUBMITTALS AND SHOP DRAWINGS A. Process catalog submiitals, and equipment data for the #oNowing: 1. 2. 3. 4. �. 6. 7. 8. � B. Submit shop drawings far the, fight pole, and equipment stands. PART 2 - PRODUCTS 2.01 WIRING D�NIC�S Wiring Devices Wiring Device Co�ers Wiri�g pevice Boxes Disconnect switches N�anual transfer switch Termir�a! strips Wireways Light fxtures A. Ail wiring devices shall be specifcation grade and shall meet NEti�A WD-1 requirements. Color shall be brown, �rnfess oth�rwise indicated. B. Cover p!a#es for wiri�g de�ices s�all be Appletan FSF� series unless otherwise noted an the drawings. Baxes shall be A�pfeton � type �D, cas# metai, raised-lici type. F�rnish integral moun#ing feet where called #or on the draw�r�gs. �umish multi-gang units for two ar mnre switches. � � C. Fumish the fallowing mfsc�llaneous wiring de�ic�s: ���, i � _��� i �; �`' z i i�,� I' 9. 5ingle-pale, s9ngle-throw, 2AA #oggle switci� sha11 be Ar�ow Hart #�1221 r or equal. 2. Sing[e-�pole, double-#hrow (th�ee-way) 20A toggle switch shall. be Arrow Hart #k'1223, or equal. � � D. Weather proof C�CI receptacles shall each consist of the fflllowing: 1. 9-gang casfi me#al i�ox wiih maunt�ng feet. �. �ryani #GFR�2FT GRY haspital graci�, 20 amp C��CI receptacle. 3. Bryan# #R��7i�1-0 weather�rQof flip 1id deep co�+ee meeting REC article 41D�5Tb - (suit�ble. for v�et lacations "while in usep). C�ty of Ft. Warth Dosier Creek Lift Station McCreary � Associates Na. Q6,fl46 Ju�e, 2042 SECTION 16199 Miscellaneous Page 2 of 3 D. Receptacles for sump p�mps shail be Crouse-Hinds type ENR cop�er free aluminum wi#� proper rating far sump pump. E. Plugs for sump pumps shail be changed to Crouse-H9nds #ype ENP upon installation for proper connection ta sum�a pump pawer cord. 2.02 TEF�MINAL STRIPS A� Terminal strips fiar instajlatior� in junction baxes and the like shall be 60D �alt, rated for 25 amps with tin� plaied copper box lugs. B. Furnish Aller�-Bradley type 1492-HJ8'12 or equal in qua�tities as required. 2.Q3 EQUIPMENT STANDS Ao Equipment stands for rr�o�nting contro! stations {if required) shall be constructed of structural members welded together as cal�ed for on the drawings. B. Each eq�ipment s#and shall be installed with anchor ba�ts or 3/8N ancl�ors_ Furnish graut and mastic botkom coating as indicated an the drawings. �.04 SA��TY SWITCHES Ao Safety switc�es shall be hea►ry duty, rated 600 �olts ac arid shall have class R fuses iri sizes as indica#eri on the drawirtgs. lnterru�ting ra#ing of all fuseai switch�s s�all be 10D,OD0 amps rms symmetrical. B. 5afety switches shall be as manufactu�ed by Ger►eral Electric, Square D, Cutler- Harnmer or equal. � 2.Q� LIGHT'iNG A. F�rmish and instafl light �xtures, pal�s, bases a�d acoessoriss as called for ar� the dravvings. � . . �. Lighi fixtures shal� be fumished with lamps. �.DB MAIN ClRCUIT �R�AK�R A. IUlai� circui# br�afc�r shaEl be rated 480 volts, 3 pole, 60 H�, ac and shall be a 160� Amp Frame, 1600 Amp trip, wi#h electronic trip. Trip �hall incl�ding Lnng iime, 5hork Time, fnstanianeous and Ground fa€�It adjustable �rith Ampere and Trip indicators. Interrupting rating af the brea�er shal( k� 6�,Ofl� amps rms symmetrical at 48D ►rolts. Circuit brea�cer sk�a�l b� Ya��led foe s�nrice �nt�ance. B. Main circuit brea�Cer enc�osure shal! be NEiV�A 4X constructed of 3Q4 or 316 stainless steel and shall be UL labeled for servic� �ntrance and shall have solid neutral. d ,. ;� � �. � City of Ft. Wor�h � �� Dosier Creek Lift Station � McCreary & Associates No. 06.046 u __ June, 2002 �`�' � � �� � ; E, �-„ ' �; €� ;: , >, SECTION 16199 - fl�isceila�leous Page 3 of 3 C. Main Circui# brea�er sha[E be as manufactured by Sq�are D, General Electrici Cutler- Hammer or equal. D. Main circuit breaker �nclasure sha{I include the n�cessary bus bars for incoming underground service entrance as shown an the one-fine ciiagram. Outgoing feeder circuifi to the automatic transfer switch shall be designed for side entrar�ce for the cables as shawn. Encfosure with the UIL Serrnce Entrar�ce Labeled main circuit breaker and bus bars shown is available to b� manufactured by Electri� Control & Switch, 12D00 Tappan Circle, Carralton, Texas 75QD6, Phone: 9T2�242-472'�. PART 3 - EXECUTION 3.41 WIRING DEVICES A. Install wiring deVices where showr� and support each box ta wall with stainless steeE hardwar� into fypical drilled expansion sh�elds. B. Set each rruiring rievice with axis plumb and instali with yoke sc�'ews so as to adequateiy sUppa�t each device. 3.02 TERMINA� STRlPS A. �n�talt tarminal strips as hereinbefo�'e spec9fied. Mount ta enc�asures pr backpans with stainl�ss stee! hardware. B. Label each t�rmina{ directory wit� numbers carrespondin� fo wire numbers �anded. END OF SECTIO �R! Y� '� f �a � �- �� ��r Ci#y o€ Ft. Worth Dosier Creeic Lift Station hflcCr�ary & Associa#�s No. D6.046 June, 2002 PART '� � G�N�RAL �.U1 SC�PE SECT�QIV 45210 Electrical Utility Service Page 1 of 2 A. The exist9ng iift statio� is served by ONCOR. The serv�ce voltage is �84Y1277 volts, 3 phase, solidly grounded. �� B. The n�w lift statian..requires tf�a� existing lacal power li�es be modifed.-The Contractor � shaA allow in bid fcir�furnis�ing a�d install�ng all wa�k associated with the modificatians for the �ew service as specified herein and. as required �y ONCUR. ,� - � C. The Con#r�ctor's work shall incl�ad� furnishing and installing a new #ransfarmer pad at .�. the new Dasier Creek fift statian to match the size r�quired by ONCOR as shown on the drawings. lnstaliation of the new transformar pad shall be verifed by the Contractor to '' meet the requirements of ONCOR. D. The Cor�tractor shall fumish and install new un�erground conduit duck #rom a new '' ONC�R �rimary line and pnles ta the n�w transformer pad as shown-an ti�e electrical � site ptan. The work shall include furn�shing and i�stailir�g necessary efbows, conduits, sleeves, graunding, extra cabEe lengths and other misceifaneous harc�ware fo�- ONC�R :` ; to terminate #he underground Primary service to the ONCOR new serriice terminal pole �� ta be furnished and i�stalled by ONC�R. Scheduling the s�quencing af wor� �including �� iransformer instailatian), inc�uding inspection by ONCOR shafl be dane by the � Contra�tor in ca-arciinatian with ONCOR. ���' s � ���� ,� E. Th� Contrac#ar shall fumish and install new underground conduit d�ct and serdice entrance wiring from the transformer pad to a new circuit breaf�er enclv�ure as sY�o�,+n on the electrical site plan ar�d electrical detai[s. The worf� shall inc[ude fum�shing and installing necessary �elbows, conduits. sieeves, grounding, extra cable lengths and other miscellaneous harciware tor ONCOR to terminate #he under�gro�and service ta the O�lG�R pad-mounted #ransformers. Scf�eduling, seRuencing work (includirtg trans#ormer change-out), and inspec�ian by O�VCOR a�d the Owner shali be done by the Contracior in caordina#i4n with Of�COR. F. 'ifie Contractar shal! install a�� undergro�nd PVC empty telephone condu�t and. risers ;� �` from the QNCOR po�rer �aale #o the telephone cabinet in the outdoor er�closed area with ; the generatar as shawn on ti�e drawings. The cnnd�ait shalf 6e instal[ed a minimum of '�2" from the underground �ower Sines in the OA]C�R easement: t� � � � �� , G. ONC�R wi�! fumtsh and install #he n�w pawer lines, poles, and pad mounted � transformer wit� meier. ONCOR will cnnneci the electrical service in co-ordinaiion with the Contractar at thei� pale for ihe Lift Station. Cantac# �R1COR, Ralp� Schroeder, P.E., 3500 Ei Cam�o, FT. VVorth, '�C, Y6107, Phane: 8"l7�569A7988, iU�obile: 817�569- 7972, FAX: 817-569-797�. �� ; �. Ciiy of Ft. Worth Dosier Cree� Lift Station iVicGreary & Associates Na. 06.0�6 June, �002 SECT�ON 1fi21Q Electricai Utility Service Pag� 2 of 2 H. The Contractor shall coordinate a schedule with Of�COR tv �rovide power to me�t prajeet schedule requireme��s. PART 2 - PRODUCTS 2�D1 RACEWAYS Fiaceways shalf be as speci�ed under Section 1811 �, or as required by 4(VCoR. 2.02 WiRE AND CABLE Service wire and cabfe {480 r�olt} shall be as specified under 5ectian '[6120. 2.fl3 UNDERGROUND Underground shall be as s�ec�fied unc#er Sect�on 16�4�4 and as spec�fied h�rein. PART 3 - EXECL1T�01� 3A1 GENERAL A. Unde�ground c�nduit shall be installed per Section 1641�. B. Coorciir�ate with eleckric utiliiy (ONCOR} i�spector for inspection nf trar�sfarmer pad anci underground work priar ta trenching and backfi�ling anc! as ath�rwise requieec� by utility. C. Pull a mandrei thra�ag� each conduit to checFr and clear bloc�cage. �nstaA service � conductors with cable as spec�ed under Section 16'! 2U. � D. Ti�e new service shall operate in parallei w�th the existing service until the new lift station is in service. Rerr�ove the existing service after tY�e n�w service and lift statin�t is ir� . seroice. ENp OF SECifON r � r City of Ft. Worth fi � S�CTI�IV 9fi220 � Dosier Creek Lift Siatian � �� NlcCreary & Associates Na. Ofi.046 S#andby Generator June, 2002 Page 1� of 9 ��� PART 1 - GENERAL 1.D1 SCOP� A. Furnish to the City a s#artdby generatar as specffied he�ein. Work shal� include all necessary� materiais, equipment, iabnr, and services. B. Auxiliary and accessary devices necessary for system nperation or performance, suci� ' as relays or termina{s ta interface w�th other Sections of these Specifications, shaq be � 'rncluded. � �. :, �. � a C. Generator shall be 277/48D volt th�ee phase four wire. 1 _Q2. D�SCRIPTION OF SYST�Ni Provide a Standby dieset fueled power system to s�pply electr�cal power in ev�nt of faiCure of normal su�ply, consisting of a liquid coafed engine, an AC altemator and system controls with al) necessary ac�essaries for a comp[ete operating system, includin� but not timited ta the items as speci�ed hereinafter. 'l.D3 REQUIREMENTS OF REGULATORY AGENCIES . A A� electric generati�� 5ystem� cansisting of .a prime mover, ger�eratnr, govemor, coupling ar�d all con#rals, must � hawe been tested, as a campiete unit, on a representatirre engineering pro#otype made! of the equipmen# to be sold. B. The generator sei must co�form to applicable National E�ectr�cal Code and appiicabla inspection authorities: C. The ge�erator set must be adailable , with the Underwriters �aborataries listing as a statiar�ary engine g�r�erator assembly.. � : �° 1.D4 SU�M1�i�IL AAID SHOP �FtAWtiVGS A. Process cata�og data subm'rttals �or ihe following: '1. E�gine :� �. Generatar ; 3. Confrol panel 4. Battery charger �..._ 5. Jacket water heater : B. EncEosure 7. Ni4ffler � 8. Day ian� � �' 9. Accessories � B. Process shop d�awirigs far the ger�erator skid shawing sub base fuel tan�, encbsure, a�d location of accessories. �: f, City of Ft. Worth � Dasier Creek Ltft Station McCreary & Assvciates Na 06.046 June, 2002 PART 2 - F'RODUCTS 2.01 MANUFACTURERS QUALIFICATIQNS SECTiON 98220 Standby Generator Page 2 of 9 A. This system shall ��. G�nerac supplied by Stewar# & Ste�ensan or a� approved equal #rom Caterpilfar who has been regularly engaged in tne production of engin�a6terr�aior s�ts, autamatic i�ar�sfer switches, and assaciated controls for a minimum of fifteen years, thereby iden#ifyir�g one source �f supPly and res�onsibikity. T�e suppiier must be the par#s and service supplier and warranty administrator af a11 equipment on the unit including t�e engine. B. Ta be classified as a manufact�rer, the builder of the generator set must ma�ufacture, at minimum, er�gines or alt�r�ators. C. The manufacturer shall ha�e printed 1it�rature and brochures describing the standard series spacified. It shafi nQt be a or�e af a�ind fabricated mac�ine.. 2A2 ENGINE-GENERATOR SET A. The prime mover sha�l be a liquid caoled, dies�l fueled, turbo charged engine of 4-cycle design_ li wi11 have a 6 eylinder block with a minimum dispfacement of 12.7 liters (778 cubrc irtc�es), with a minimum rating of 455 BHP. The unit requires a mir�imum rated output of 27�.QkW at an aperafing speed of 180t} RPM. �a The engine is to be coaled with a unit maunted radiat�r, fan, wate� �aurrip, and closed caolant recoWery system pro�iding �visual diagnostic means to determine ii the system is aperating with a narmai engine cooEant level. The radiator shall be designed for the high ambFent o�erat�on . in 1�0 degrees- �ahrenheit, 48 degrees Celsius high ambient temperature. C. The intake air filter(s) with replaceab�e elemer�t must. #ae maunted on t�e unii, Ful1 � pr�ssure lubricafion shall be supplied by a positive displacem�nt lube oil pUmp. '�he engine shall ha�e a replacea6le oil flter with intemal bypass and r�placeable elements. Engine coalant and oi� drain extensions must be provided to outs�de of t�� mcaunting base for cleaner and more cnrtvenier�t engtne servicing. A fan guard must !�e installed ior persflnnel safety. �. Remote 2 wire starting shall be by a sofenoid shlft, electric stari�r. . �. Er�gine speecf shall be gouemed by electrani� go�emar to mafntain altemator� frequency within .5°fo from no load #o �u�l.load alternator output. Steady state regu�ation is ta be U.2�°/a. • � � �.., > �. City of Ft. Warth Dosier Creek Lift 5tation McCreary & Associates No. 06.A46 June, 20D2 S�CTiON 16220 Standby Generator Page 3 af 9 F. The engi�e fuel system sliaA be designed for aperation on No. 2�iesel fcrel. A ?� t: secandary fuel fi#t�r, watar separator, manua) fu�l priming pump, f�ael shutoff solenoid � anc! all fuel lines must be installed at the point of manufact�re. � -. G. Se�sing elements to be locat�d on the engi�e for low ail pressute shu#down, high coolant temperature shutdawn, low coolant lede! shuidow�, over-speed sh�tdawn and o�er-crank shutdowr�. These sensars are to be cannected to the control panel using a w�ring harness witl� the follawing features: 1Ntre number labeling on each �nd of #he wire run for easy identificatian, a molded rubber hoot to cn�er the electrical cannection on each sensor to pre�ent GORosion anr! a�l wiring to be run in flexible con�uit for protection fram the environment and any moving objects. H. T�e manufacturer shafl s�pply its recommended stainl�ss steel, flexibt� connector to couple the engine exhaust mani#osd to the exha�st system. I. The engine s�all have a unit mountec�, thermQstatically contrailed water jac�cei heater #a � aid i� c�uic� sta�ing. It will be of adequate wattag� as reeommended by the engine �- manufac#urer. The con#ractar s�all provids proper branch circuit from normaf utility power source. J. The fue! system shall include a 165.a gatlon dauble wafled �with tan� ruptUre atarm), UL 142 appro�ed, stub up, base mounted fuel tan�. It shall ha�e the structural integr�ty tu s�pport th� engine-genera#or set. [►ilinimum features shall incfude all weEded construction, a locicable fu�i filler cap, fuel ga�ge, iow fuel level alarm, fuel ti�e chec{c vatve and fiitings �or fuel s�apply, r�ium, fil! and vent. This tani� must be supplied by the engine-generatar set manufacture� and be installed before shipment. ' K. The manufac#urer will suppky its recommended flexible fuel line to connect the er�gine to ti�e extemal fuel saurce: �n statianary applica#ions the fue! fine shall match the fc�el fitting on th� u�it base rail and hava braided stain�ess stee! covering with brass fittings. x, Y. � -r + I �i ,�;: } �; � i_ , '_ 2.U3 ALT�Ri�IATOR A. if�e altemator shaq be a 4-pole revolving feld type, 1� lead. wired for 2771480 VAC, three ph�se, 60 Hx upsized to a rating o� 350 �l�V ta suppor# th� required SkCVA with a 6rushless� PNiC� exciter. P�otasensitive components wilt not be permitted in #he rota#ing exciter. The stator shall be direct cannected to fhe engin� to insure permaneni al�gnment. The generator shals meet temperature r�s� star�dards for Ciass "H" insulation, operate wi#hin C1ass "�" 5tandards far exiend�d life, All leads must be extended into ar� AC connectiort par�el. T�e al#ernaio� shall be protected by intemal thermal averload protection and an automa�iG reset field ci�cuit breaizer. � B. One step load accep#anc� shall be '100% of e�gine-generator sei r�amepfat� �ating and meet the requirements af NFPA 9'I Q paragraph ��'I3.2.6. �he generaior set and regUlator me�st sus#ain at 1eas� 9fl°� o# rated vottage for 'i0 secor�ds with 2��% of rated load at �ear zero pavrrer factor connected to its #ermina[s when equipped with direct or ��-. �: City of Ft. Worth Dosier Cr�ek L.ift Station McCreary & Associates No. 06.046 Jurze, 2002 SECTlON 'f 622D Standby Generator Page 4 of 9 brushless excitatiart. 300% short circuit cunent mus# be selectable o� unifs equipped with permanent magnet exci#ers. Generators equ�pped with permanent magnet exciters nat alEowing the seEection of t�e short circuit current ratir�gs are not allowed. C. A solid state voltage regulator cfesigr�eci and built by the engine-generator set manufacturer� mus# ��: used ta cantrol ou#put voltage by varying the exciter magnetic �ield to provide + flr � 1% regufation during stabEe load co�ditions. S�a�ald an extremely heavy load drflp the output frequeney, the regulatar sha11 have a �altage droop of 4 VoItslHertz to maximize mator startir�g cap�bility. The frequency at which this droop operatiot� begins must be adjustable, allawing the g�nerator set ta be �roperiy matched to the load eharacteristics insuring optimum system pertarmance. Additional �'heostats for matching generator voltage, droap, and stability c�aracte�istics to the specific load . condi�ians must be a�aifable. D. The uoltage regulator must contain a I�miting circui# ta preven# output �oltage surges in excess of 125°/a of rated voltage during generator set operation. �n lass ar near loss of the vottage sensing signal, the voltage regu�ator must i�e capable of shutting -dowr� #a pre�ent an avervoltage can�ition from occurr}ng. It must have a secortd mode of operation allowir�g 3�0% of rated current to f�aw through the electr�cal distributian circuit(s) far ten ('IO) secands ur�der the same conditiar�s. Voltag� regulaiors not ca�able of selecting ei#her mode of aperation are not acce�tabfe. LED i�dication wi11 be �rravided an #he regulator ta monitor the sensing (yeilaw}, excftation (green), and output circuit (reci). E. A NE�JIA 1 panel that is an integra! part of t�e generatar sef must be provided ta allow the installer a con�enient locatio� in which to make el�ctrical o�tput cannecti�ns. An isolated neutral 1ug must be includeci by t�e generator se# manufacturer t4 insure proper sizing. . �. 3'he elecf�ic plar�t shalt be mounteai w�th vibration isolators on a welded st�el base #hat shall permit suitable mour�tir�g to any le�el surFace. G. A therma! magnetic U� listed main li�e circuit breaker rated at 300 amps must be mnunted in the AC connection panel. TF�e �ine sid� connections are to be made at the facton,+: A system utiti�ing a manual reset �eld circuit brea{�er and� cu�rent twans�ormers is unacceptable. 2.04 lN�ATHER E�CL4SURE A. Weather �rotecti�e snund attenuating er�clasure: `The engir�e-generator set shall be fiactory enclased 'm a'i2 gauge steel ehclas�re cons#ructed with com�r posts, uprights and t�eaders. ihe roof shall aid in the runoff of water and include a c�rip edge. The enciosure sha�l be coated . wit� electros#atically . app�ied powder paini; bak�d and finished to the manu�acturers specifcations. The enclasure shall be completely lined e+vith 9" thicic, U� 94 HF�i listed, sound-deadening �' ; �` city ot Ft. wort� Dosier Creek Lift 5tation MeCreary & AssocFates No. 06.046 .fune, �002 SECTION 162�0 Standby Gen�rato� Pag� 5 of 9 material. Saund atte�uatian shalt be 75 dbA at 7 met�rs. This materiai must be of a �--�, self-extir�guishi�g design. The enclosure is to have large, hinged; r�ma�able doors to allaw access to the engine, a�ternator and conirot par�el. Hinges anci all exposed - fasteners will be stai�less steel. Each �oor wrilt have lockable hardware with identical fi keys. Padiocks do not meet this spec�fication. The critical sitericer shall be mounted � witF�in the enclasure to further redUce the unit saund 1e�el and provide a ciean, smooth exteriar design. Enclosure shall have a radiator air discharge scoop so that a!I exhaust �.. air from the unii is directed upwards. B, lnteriar lights shall be DC and shall be incandescent type. l�ights shall have 1 hour timer, and sha[I be wired #o engine cranking batteries. . 2.05 C�NTROLS ' A_ A!I engine alter�ator contrvls anci instrumentation shail �e designed, built, wired, tested and shoc� mounted in a NEMA 1�ncEaseare to the engine-geRerator set hy the man�facturer. It shali contain panel Nghti�tg, a fused. �C circuit ta }�rotect the cantrols - and a+1-�°/a voltage adjusting cor�trol. This panel must. b� able io be roiated 90 j degrees in ei#her direction fnr correct instaltation. �. � B. The engine-generator set shalE contain a camplete 2 wire automatic engine stark stop controf which starts #i�e engine on closing contacts and stop the engine on opening contacts. A cyclic cran�ing fim[te� shall be provided to apen the starting circuit after �� eig�t attempts if the angine has not started within that time. Engine r.ontrol mociu�es �� mus# be s�lid sta#e plug-in type for high reEia�Oili#y and easy service. ��� � C. � The panel shail incl�de; analog meters to moniia� AC �oltage, AC curreni and AC ?; f�eque�cy with a phase selector switch, an emergency stop sw�tch, an audible alarm, .battery charger fuse, and a programm�bfe engine control and monitorir�g module. � a � �". . F D. The pragrammable-modufe shatl include: a manuat, off, auto switch; four L€Ds to indicate 9) Not In Auto, �) A1arm Actir�e, 3) Generatvr Running, 4)..Cenerato� Ready; a �ia#a e�try keypad and" a digital displa� panel. � E. The m�iule will display aIl perti�ent untt parameters including: '[ . Gen�eratar Staius Current unit stat�s in real tim� 2. tns#rumer�tation . Real time �eado�ts of the engine and altemaior analog values * Oi! pressure � * Coalant temperat�re � * Fuel level (where applicable) * �� baf�ery �o[tag� * Run tim� hoe�rs 3. Ger�erator Commands - Current e�gine startlstop status �� ° I: c�ty Qf Ft. wQrt� Dn�ier Creek �.ift Station McCreary & Associates R�o. 06.0�6 June, 2Q02 �ECT10N 16220 Sta�dby Generator Pa�e 6 0€ 9 4. Alarm Status Curr�nt atarm(s) condition * High or low AC vaftage * High or !ow battery �altage * High or Iow.frequency * Low or pre-�ow oil pressure * l,aw water level � �` Low water temperature �' High anci pre-high engine temperature * Hig#�, low and crit�cal taw fu�l le�els (where apptica�le) * Ove�cra��c �' O�erspeed "' Ur�it not in "Automatic Made" �"8 user programmable digiia� channels *4 user pragrammable anafog chan�els 5. Alarm L.og Niemory of last fifty alar� events 6, Operating parameters Access to and mar�ipulation of the current operating parameters and alarm limits 7. Sofkware lnformation Ve�sion i�formation and module display test functio� �o The panel must be accessible by PC based software via either standard RS232, RS485 or modem. ihe software m[�st dispfay the modt�le face, be updatec� in real time and allow for complete access fo alt madule functions. Gommunicatian autpui and its software must � be. fully compatible and allow far incorparation into an exis#ing cor�rol prag�am. F�][�I:� ACCE�SORI�S A. ih� generatar set(s) must be manufactured to the applicable specificatians on file with Underwriters Laboratories and the U� �200 mark must be affixed. B. Provide an automatic, cfual rate, �att�ry charger man�factured by tH� engin�-generatoF set supplier. The automatic equalizer system shali moni�or and limit the c�erge currer�t to 10 amps. The autput �oltage is to be determined by the charge c�rrent rate. The charger must ha�ve a maximum open circuit voltage of 3� votts and be �rotected against a r�verse`polarity connec�ion. ihe hattery charger is to be �a�#ary install�d on the generator set. Due to line voftage drop conc�rnss a batiery charger mounied in the transfer switch wil! k�e unacceptable C. A heavy duty, iea� acid battery set shat� be provicied by the generator set manufaciureP of adequate voltage and amperage capac}ty to start and operate the engine. Pro�ide all ir�terceli and cor�necting battery cabies as required. r, , � City of Ft. wortn � Dasier Creek Lift Statian SECTIOiV 16�20 � f�cCreary & Assaciates No. 06.046 Standby Generator -- June, 2002 Page 7 of 9 D_ Spring type vibration iso4aiars to support the engine generator set to reduca transmitted vi�ration artd provide zone-4 earthqua�e protection. ; E. Exhaust sil�ncer(s) sha�l be pro�ided of the size as recammen�ed by the manufacturer and shall be flf critical grade. It shall be cor�nected ta the� engine wiih �a i�exible, seamless, stainless sieel exhaust conr�ection. A rain cap will terminate the exhaust pipe. Ali components rnust be properly sized ta assure aperation witha�t excessi�e back-pressure wi�en instafled. G. Pra�ide a 2500Watt 24Q valt engine jacket water heater anci thermostatic con�rol. �, .� � ;� � � � 3� � � �� �i' �� 2.07 MANU�AGTURERS QUALIFICATIONS A. This system shall be Ganerac su�plied by 5tewark & Steve�son or an approved eq�aai from Caterpillar who has been regularly engaged in tha praduction of engine-alternator sets, automatic tra�sfer switches, and associateci controls for a mi�imum of ffteen years, thereby �dentifiying one source of supply anc� respnnsi�ility. The suppEie�- must be t�e parts and service supplser and warranfy administrator vf all equipment an the unit including the engine. B. Ta ba classified as a maneaf�ct�re�, the builder of the generatar set mus# manufacture, at minim�m, er�gtnes or alte�natnrs. C. The man�afactur�r siial[ have prin#�d fiterature and brochures descr�bing the specifted standard series, no# a�ne of a kind fahricatian. PART 3 - EXECUTI�N 3.�1 FACTORY T�SiING ��-, Before shipment af fhe equipment, the engine-gen�rator set shall be tesfed under rated �E Eoad fo� perFarmance and prvper functioning of control and interFacing circ�its. %sts shall include: ;��_ � � ��-' � � �� - 1. Verifying afl safety shutdowns are functianing properly. 2. Single step load pick-up pe� N�PA't'1Q�i996, Paragraph 5-13.2.6. 3. Transie�t and _ �oitage dEp . responses and steady state woltage � and speed (�requenc�) checks . 4. Tes# completed ��it ur�der fuil load for 4 haurs before shipmen#.. Owner shal! witness testirig. ��, t c�ty of Ft. wortn Dos�er Creek Lift Statian f1�cCreary & Associates I�oo 06.046 June, 2002 3.D2 OVVN�R'S MANUALS SECTIOR� 16220 Standby G�nerator Page 8 of 9 Three (3� sets of owner's manuals specific to the praduct supplied must accompa�y delivery oi the equipment. General aperating instruction, pr�venti�e mainte�ar�ce, wiring diagrams, schematics and parts ex�loded �i�ws specific ta #his model must be inc�uded 3.U3 TRAINING AND TESTING A. Allow in bid for a factory-authorized s�rvice representati�e to train Owner's maintenance personne! to adjust, operate, and maintain packaged engine generatars. B. Ailow in bid #ar a faciary-authorized�service representative to train �wner's maintenance persannel on procedures and schedules far starting and stopping, troubleshooting, seruicing, and maintaining equip�nent. 3.04 1N5TALiATIO.N Contractor shall instafl the comp�ete eleCtrical ger�era#ing system including all fuef cont�ectiar�s ir��accordance with the ma�ufacturer's recammendatians as reviewed by the Engineer. � 3.D5 SERVICE 5upplser of the electric plant and associated items s�all ha�e permanent service facilities in this trade ar�a. These faciliiies shall comprise a permanent force of factory trair�ed serrrice persanrtel on 24 hour call,�experienced in servicing this �ype af equipm�nt, pro�iding warran#y ar�d routine maintenance servir.e to afford the awne� maxtmurn pratection, Delegation of this service res�ons�bility #or any of the equipment listed her�ir� wili not b� considered fuliillment o# these specifications. Service contracts shall a�so be available. 3.�6 WARRANiY The s#andby electric generating system componenfs, complete engine�enerator and � instrumenta#ion paneD sl�atl be vwarra�ted by the manufacturer against defecti�e materials and #actory �ori�manship for a pe�iod of ��4 mo�ths. Such defecti�e parts shal� be repaired or �eplaced at the manufacturer's option,. fr�:e of charge �or travei and labar. The warranty �eriod shall commence when the standby powe�. system is �rsi placed into service. NYuliipfe warranties for individuaE components (engine, alternatoY, contrals, e#c.) will not be acceptaf�Ce. Satisfactory warranty documents m�ast be provided. Afso, in !he jud�rr3ent nf the specifj�ing aut�arity, the manufactur�r supplying t�e warranty f�r t�e cvmplete syst�m rri�st ha�e the necessary'�nancial strengti� and technical expertise with a!I companents supp�ied to provicie adequate warranty suppQrt � � �: �-:. c�ty af Ft. worth �osier Creek Lift Sta#ion �iAcCreary & Assac`tates No. 08.046 June, 2002 3.07 STARTUP AND CHECKUUT SECTION 1622Q Standby Generator Page 9 of 9 A. The supplier af the electric generating plan� a�d associated iterns ca�ered �erein si�all provide faetory trained technicians to checkout the cnmpleted installatian and ta �e�Fo�m �n initial sfartup inspection to i�clude: 'f. Ens�ring the engine sta�ks tboth hot and cald) withi� the specifred time. 2. Veri�catian t�at aZl engine, attematar and cantral parameters are wit�i� the specifications. 3. 4 Set r�a load frequency and voltage. Test al! automatic s�utdowns af the engine-ger�era#or. 8. Pertorm a l+oaci test af the electr�c plant, ensuring full Icsad #requ�ncy and valtage are within speci#icaiion by e�sir�g building laad. � 3.a8 SUBMI77Al,S P�avide se�en complete sets of �ngi�eering Submittal for approvaE, prier to production release, showing a!1 components, in addition to the engine and genera#ar, S�bmitta�s shall include compliance with #hese speciiications. 3.D9 SUBSTITUT�ONS The emergency �ower system has been designed to the specified manufachar�r's elecirical� and �hysica[ characteristics. `i�te equipmer�t sizing, spacing, amoun#s, efect�ca� wirir�g� venfilation equipment, fuel and exhaus# companents E�ave all been si��d and cEesig�ed around (�E�I�RAC equipment. Shautd any suhstitutions be made. the contractar shal� bear Eespon�ibitity for th� installation� coordination and aperation af the system as well as any engineering and redesign cos�s ihat may r�esuit from such substitu�ions, Aitemaie equipm�nt suppfie�s shalf furnish equipment submittals 14 days prior ta bid date for appro�+al to bid, As part of the submittals, the subst�tu#e ma�ufacfiursr shal� supply as a minimum engi�e, ati�mator and cariirot pa�el wiring diagrams and schematics_ A separate iis# af a11 pr�nted circuit baarrls with part �umbers and current pricing must a�so be included � �f �%. � : � `" 1 f Eh�D O� S�CTIDi� ��� l City of Ft. Wo�th Dosier Gree� Lift St�tion SECTIOAI '1fi3�0 ' McCreary & Associates Na 06.Q46 Low Voltage 5aft Starter Moto� Cantrollers .lune� 2002 Page 2 of 6 B. The solid state starter sha�l t�e designed, manu#actured and tested ta confarm� where applicable, with the fallowing industry standards and specifications: 1. ANSI 2. CSA 3. IEEE 4. UL 5. NEC 6. �EMAC 7, NEMA S. OSHA C. The solid state starter and enc�asc�re sha�l i�clude a L1L 508A (UL Industriaf Conirol Panel) Label representing that the equipment was assem�led by and meets the reguirements o# a U1.508A shop. 1.04 DE�IVERY, STORAGE AND HANDLING A. Handli�g and shipment of the eq�ipment shall be in such a mannsr to pre�en# inter�al compo�ent damage or breaking af the equipment or breakage or denting and scoring of th� enclosure finish. 1.Q5 i�ANUFACTURERS A. Benshaw, fnc. PART 2 - PR��IUCTS 2.D1 C�NERAL A. Motar solid sta#e soft sta�ker shall be 250 Mp rated 302 full load amps at �48a valts, �0 Hz, 3 phase. Ti�e starter shall be applied.for red�ced va�tage non�re��rsing starting at 9�5% coritsn�ausly rated duty and for 50C�% heavy du�y applicaiian �ar 3D seconds. g. Circuit brea�Cer shafl ha�e a minimum faul# cu�rent ini�r�upting rating of �SkA rms symmetrical at 480v, 6DHz AC C. The integrated interrupti�g rat�ng o# each starter shall be at least �5,000 amps rms symmetrical at 480 rrolts. D. Class 5,1U,15,2(}, 25, or 30 o�erloads shaq be availabie for motar protectian. Cfass 20 o�erloads s�all be �rovided with s#arter. r� , E r. �. . }_, � E. The bypass contactor shaN be ftally ra#ed for across-the-line �tarting duiy should this t�e desireci with "5/S — Off — AiL" seleetor switch. �- � �. ��: �� c�ty �f Ft. w�rtn Dosier Creek Lift Station M�Creary & Assoc�at�s No. 06.046 June, 2002 SEC710fd 16310 �ow Voltage So�t Starter [V�vtor Controlle�s � Page3of6 F. Configur�t�or� �fi grau�d fault, aw�rload relayir�g, and additional control equipment shall be as shown on the co�trol schematic drawings. G. Contrai relays adr�ed for customizatia� as shown an tY�e cantrol schema�ic drawings sh�ll be 3 pale da�able throw witFr pin base a�d matching stic{�e#. �urnish Potter & Brumfield model RR3P wit� 12U voit cail. � 2.a2 ENC�.OSIJRES A. Enclasures shall be sized to accommodat� .additionai r�lays, etc, as s�avun on the drawings and as s�eeif�ed hereir�. The enclosure shall be rai�ed NEfVIA �4X an� shall be const�-eacted of 3D4 or 3'# G stainless .steel. Startef shali h�ve circuit break�r d9scbnnect with rotary extemal handle. Provide bottom and s�de available canduit entrance location drawir�gs. Provisions for a gask�ted, removabie, bottom condust entrance plate is des�rable. - 2.03 CDMP(�NENTS A. Start�rs shall incarporate specified leak detection and over-tempexature madules supp4ied with pump as part of #he �ump corttrol protection. B. Co�trol panel �oltage shall be 120 vac. Control power transformer shatl be rated 15D VA rninime�m and shall ha�e primary and secondary fuses. C. Satid state soft siarter shall l�e microprocessor based 12DVAC control w�th the folfowing generaE ca�trol features: 1. �Cd A�D L,�D STR�"US AN6� C7fAGNOSTICS 2. PROG�IVIA�LE U�� 2 RlIQ, 2 AIIC FC?RNI C wlH�LP i�XY . 3• CURR��67 R�CULATEt� CLOSf�D LO�P CONTROL Q� START�R RAlUi '" 4. �ROG�'tAf1ANiA�L� DEC�L. RAI'�P PRQ�ILE �. GEN�RAL k�AU�i COh�iACT 'I NIO, NIC �ORM C 6. ACCUiVIULAi�D TIfl�E Si'A1U�P�D {Piairt Englishj "�VV�N� F��GORDEFt {99 �V�NYS} �. BATTEi�Y BACW-U� Aii�i�U PARAfllIET�RS 8. ADJUSiABLE �R11TIAkJiV�AX. CURR�NT' 9. SYARTIST�P PUSF�BU�'Ol� �OCAi�D O�V iCD DISPLAY 90. AD�U�TA�l.� �tiCK CUR��iVi & TIIU7� � 11. BAGKSPtN TIM�R � 'I2. I]UAI. FiAi�P , '!3. �AI�RGY SAV�R 14. POWER 0�'F LOCK�OUT l��i�NTION wlENCERGENCY RESYARi 1�. SEQU�li6YlA� PROGRAMIViP�ILfTY VIA IVES`�D Ni�NUS 'Ifi. QUICK S�ART UP M�RlU 17. TR11� SELECTABLE �'ORQUE RAMP ��;� City of Ft. Worth Dosier Cree� Lift Station SECTION �631U fVicCreary & Associates No. �6.a46 �ow Voltage Saft Starter IVlator Cnntrallers June, 2002 Page 4 of 6 18_ PROGRAAA{II�ABI.E IU�AINTENANCE JOG 19. EMBEDDED DEVICE NET COMMUNICATIONS D. Solid state soft starter shal) be include the following electrical metering capabilities: 1. PROGRAMMABLE fl11ETERING w/HELP TEXT 2. ELAPSED TIME MET�R 3. KILOWATT ME7ER 4. POWER FACTOR METER 5. REAL TIME Gl.QCK �, IND#VIf�UAL ar SCROLLING PHASE CURRENTS 7. INDiVIDUAL ar SCROLLjNG PHASE VOLTAGE 8. FREC,�U�NCY iVIETERING 9. VAR METER 10. WH METER 1 �. MOTOR STARTS COUNTER 12_ % CURR�NT iMBALANCE 13. INDiVIDIJAL ME7ERlNG PAGES w/SELECTABLE SCROLL OPTION E. Solid state soft starter shall �e ir�ci�de the fallowing electrical protection capabilities: 1. "MACHINE" GROUND FAUi.Y PROTEC`fiON-d 2. INS7ANTANEDUS ELECTRQNIC �VERCURRENT TRIP-- 3. SING�E RHASE & PHAS� R�TATION PROTECTI�N � 4. -OV�R, UN�ER. & SIOV TRRNSI�iVT VOLTAGE PROT�CTI4N 5_ �INE TO LIN� CURRENT IMBALA�iC� 6. SHORTED SCR DETECTION DURIMG RU[V & STUP 7. TRU� 111�OTOR STALL DETECTI�N VlA EXiERNAL INPUT 8.� k�U�� �AU�i ANNUNCIAi'IDN � 9. S�L�C`CABL� S�RVIC� �ACTOR �OR �HE AflUTOR 1U. PASSCOD� PR�TECTIOi� 11. PROGRAN1iViABLE 50L�� STATE OV�R�OAD 1�..OVERlUND�� �R�QU�IVCY TRI� 13. SiARTS P�R HOUR LINiIT�R '14. Tt�� ��TW��I� S�'ARiS � 15. CLASS 5,10,95,2Q, z� o� �o o���r�o�s Z6. LOCK�UT TIfiI�ES �"C. ON "CONTROL POINER �.OSS" 97, lJidQ�ft CURRENT TRiP 9 �. OV�R CURR�PlT TRI�' 't9. OV�R 1 UNDER �REQU�NCY 20. PROGRAfUINiABL� TRIP T�iViE D�LAYS 21. R�/ERSE PHASE PRO�CiIDN 22. PHASE LOSS PROTECTlON 23. US�R SELECTABL� FAU�7 PRI(�RITI�S s � : CEty af �t. W�rth ' Dosier Cree[� Lift 5tat�o� � hAcCreary & Associates No. Ofi.046 �-: June, 20D� �-, PART 3 — �XECUTION 3.01 SEC7IQN 1631Q Low Voitage Soft Starter Matar Coniroflers Page 5 af 6 �" A. The follawing standard factory tests shall he performed on the equipme�t provided under #his section. All tests shail be in accordance wEth fh� iatest rrersion of UL and NEMA standards. �� 9. All printed circuit boards shall be functionally fested via fault finder b�ncF� equlpment priar to unit installation. 2. AA finai assemblies shali be load tested. � ,�'`_ �� :� � B. The manufacturer shasl pr.ovide certifiecf copies of factary test reports. 3.02 IR�STALLATION A: AII equ�pm�r�t shall be careful[y ir�sp�cted a#ter assembly and all wiring shall �e checked to ensure correctness af connections and operation. B. Prior to energization, keep enclasures p�vt�cted with plas#ic sheets and mainiain specifed space heaters energized ta prevent infernat condensatian, use'150W lamp in bottom af each section. � C. Each canduit entry into bottom of cabinets shall be equipped with grounding b�shing. Bond �ach raceway equipmer�t gro�nding cvnducior to its bus€�i�g grot�nd 1ug, ar�d thence to equipme�t grour�d bus. where bonding jumper shal! be connected v�eith specified flat bus cor�nector, Where empt}� canduits #erminate, install blank disc in grounding bushing. Bring speGified fvo#-mar�ed puil tape through the blanf� penny �nd [abei with plastic write-on labet �nd show the si�� a� canduit �nd tl�e terminus a� the ot[�er end. �ar each a�tive conduit� insfall plast�c wriie-on fahel and identify cabi� number, size, conduit s�ze, and identify load servec{. ��� D. lnstall al! power and cantrol wiring and make a1{ co�nections. lnstall w�rir�g b��tnreen - units. Phase band each pvwer cable at each connectipn. �]eatly train arfd lar.e al! gutter wiring with nylon kie �vraps. Do not obstr�ci relays a�d other pan-mounted �� devices witF� Ioad cahles. InstaEl wire rna�cers #o id�nfify each controi wire a� e�ch =' #ermination. a .r$'Yc. rj �� �- i � � ��z= :, � � �. Install ali deWices, fuses, brea�ers, and ma�te insialla#ion ready. Set all adjustable and programmable de�ices incfuding breaker magnetic trips. � 3.03 SPARI� PA�TS A. Fumish the foflowing spare parts with th� equipment i� canformance with the specif�cations. _ �� , �` City of Ft. V1lorth Dosier CreeEt Lift Staiiar� fU�cCreary & Associates No. fl6.04B June, 2�02 SECTION 1631 p Low Vo�tage Saft 5tarter Motor Cantroflers Page 8 of 6 1. One tim�ng relay far e�ery t�ree or less o# each range and type instal�ed complete with mounting so�icet. 2. Qne eontro! relay for every three or less of each rang� and type instailed complete with mounfing sacket. 3. Twenty pitot light bufbs and 10% spare lenses. . 4. One extra overloac� relay far eact� #ype �tsed. -5. Two starter co�ls for every three or less starters af eac#� NEMA size �nstalled. 6. One set af starter contacts for every thrae. or less sta��rs of each NEMA size � installed. 7. One spare pY�ase failure refay. END OF SECTIC?N � r .,_; d � G_ ` �.. � �-:. �F �_. Ciiy af Ft. Worth �osier Cree� Lift Station lVicC�eary & Associates No. 06.046 June, �002 PART 9 - GENERAL 1.U'I SCOPE SECTIQT�! 16320 Automatic Transfer Sw�tch Page 1 of 8 A. Furnish and install automatic transfer switch as shown on the drawing� and specified herein. Work shall inc{ude all necessary materials, equipment, labor, and serv'sc�s. B. Auxiliary and accessory devices necessary f�r system nperat�on or pertormance, s�ch as eelays or #erminals to interface with other Sections of fhese 5pecifcations, sha[l be included. C. Tf�e switch �nust be a self-contained deuice with all feat�res described herein. � 1.Q2 SUBM�TTAL AN� SHOP DRAWINGS A. Process catalog data submittals for the automatic transfer switch B. Process shop drawings far the automatic transfer switch. � • D. The autornatic trans€er switches covered I�y these specificatians shal[ iae designed, tested, anc� assem�led in strict accordance with al1 applicable standards of ANSI, U.L.f � � IEEE and NEMA. �� E. The solid state starter and enclvsure shal{ include a UL 508A (UL lndustriai Cohtrol �= Panel} �abel rep�esenting that the equipment r+�ras assembled 6y ar�d m�ets the requirements of a UL508A shop. PART 2 - PRDDUCTS �� 2.01 AUl'OMA�'IC TRANSFER SIMTCH A. A�tomatic transf�r switch shall be raied fot 48D vac, '160Q amp. 3 pole with soEid neutra� and with mscroprocessor controls. . �. 'TF�e enclasure shall be NENfA 4X, construc#�i� of 3D4 stainless s#eel. C. Th� autamatic transfer sw�tch shall be shall be fumis�ed by th� rnanuiacturer of th� engine-generaiar s�# so as to maintain sys#em . campatibility and iocal serr�ice responsibikity for the complet� standby pvwer system. The contrat, transfer switch and b�as for cabfes shap be complete in a�4E�A-4X free sfanding enctosure. �e enclosure shall be s�zed to exceed minimum wire be�ding space required by l!L 1DQ8. ' �, The autamatic �ransfer switch shall be rateci for fi�,00Q amps. rms syrnmetrical when used in cor�junctior� with any upstrearn circuii breaker a�' fuse with eq�al rating. ��. �� 2.02 CO[VSTRUCTiON A. Generai s�- City of Ft. Warth Aosier Creek Lif� Station fUlcCreary & Associates iVa. 06.046 J�ane, 2�Q2 SECTiON '[6320 Autamatic Transfer Swit� Pag� 2 of 8 1. The automatic transf�r switch shalC be furnished as shown on t#�e drawings. Valtage and co�tinUous c�rrent ratings �nd number of poles shall be �s s�owr�. 2. The transfer switch shali be top and bottom accessible. 3. The main contacts shal� be Ga�abie of beir�g replaced witt�out rerno�ing the main pawer cables. 4. The main contacts shall be visible for inspection withoUt any major disassembly of the transfer switch. 5. �All bolted bus connections 'shall ha�e Belle�ille compression type wash�rs. 6. A solid neutra� is required, provide a fully �ated bus bar with requir�d AL-CU neutral lugs. 7. The switc� shail be eauipp�d with 90 degrees C ra#ed copper/alum9num solderless mechanical type lugs. S. The camptete transfer switc� assemialy shall be factory tested to ensure proper �peration and campliattce wit�t the speciiication requirements. A copy of the factory iest report shall be avaifable upon req�est. B. Automatic Transfer 5wiich 1. The transfer switch shal! �e double thraw constrcaction, positively eiectrically anci rr�echanica�ly ir�terlocked to pr��e�t simultaneous closin� and mechanically held i� �aoth nvrmal and emerger�cy pasitians. Indep�nden# breal� �efore make acti�n shall be used to positirre[y prev�nt dangerous source to soures connectians. When switching the neuiral, t#�is actian pre�ents the abjectionable groUnd � cu�nts a�d nuisance g�aund �ault tripping that can �esult from oderlapping designs. The transfer switch shatl be approved for man�ra� operation. Th� electrical apecating means shall be.by efectric saienoid.,��ery portian of the can#acta� is to be positiveiy mechanically connected. No clutch or frictio� drive mechanism is allawed, and parts are tn be i�ept to a minimum. 'This transfer � switch shall not contain int�gral overcurrent devices i� ihe main power Gircuit, including moided ease circui� breakers ar fuses. 2. The transfer switch electr'tcal actua#ar shail have an independent disconr�ec# means to disable the ele�trical o�eratio� during manual switching. 11�aximum electrical transfer time ir� eithe�- direction shall be '� 60 Imilli�econds; exc�usi�e of time delays. il�air� switc� contacts shalt be high pressure silver alf4y with arc chutes and seperate arcing cantacts to resist burning and pitting foF long life operatian. City of Ft. Worth � Dosier Greek �ift Station SECTION 163�D McGreary & Associates No. 06,046 Automatic Trans�r Switch _ Jur�e, 2002 Page 3 of 8 E v 1 3, There shall be a SPDT(form C), 40 ampere, 2�0 volt auxiliary cantact operated �' by the switch mechanism for monitaring switch position. �ull rated neutra! bar (or contacts an switched neutral applications) with le�gs for nvrmal, emergency and Eoad conductors shap be provided inside the cabinet. � � C. A�tomatic Transfer 5witch Controls � r 1. All eontrol equipment s�a�l be mounted on the inside of the cabinet daar in a + metai lockable enclasure with transparent safety shield to �rotect aq sol�d state circuit boards. This wilt aflow for ease of service access when mair� cabine# �•� laclzable dvar is open, but ta prevent access by una�fhorized personnel. Control , 4�oards shall have insta�l�d cover plates to av�id shock hazard w�iie malcing contral adjusiments. The solid state �aitage senaars and time delay modules � sha�l be plug•in circui# boards with s�lver or gold cantacts for ease of service. 2. A svlid s#ate undervoltage sensor shalt manitor all phases of the normal saurce and �rovide adjusiable ranges for fiefd adjustments far specific ap�ica#ian needs. Pick-up a�d drop-out settings shall be adjt�stable from a minimum of 70% to a maximum oi 85% of nominaE valtage, A uiility sensing in#erFace shaA be used, stepping down system valtage of 277148D vac 3 phase t4 24VAC, helping to protect the printed circuit board from uoitage spikes and increasing personnel safety wi�en tro�bleshoatiRg. �� ; �. �" �' '� �, 3. Signal the engine-generator set to start in the ever�t o�' a power interrup#ion. A set of contacts sha�l clase to start the engine and open for engine shutdawn. A solid state time delay start, adjustable, .1 ta 1U seconds shall delay this signal ta avoid nuisanoe start�ups an momentary �oltage dips or power outages. 4. Ytansfe� the load to the engine-generator set �fter it reached proper valtage, adjustable fr�orin 70-90°fo.of sysiem vnitage, and frequency, adjustabEe from 80p 9D°� of system frequency. A solid s#ate time delay, adjustable fram � seconds to 3 minutes, shal! d�lay ihis transfer to ailow the engine-yenerator. ta warm�up before ap�licatian nf [oad. There shall be a switch to bypass this warm-up timer wf�en irnmediate transfer is required. 5. Rettansf�r the loaci to the line after normal power restor�fion. A re#um to utElity timer, adjustabfe from 1�3Q min�tes, sF�a1l delay ti�is transfer to a�void short #erm normal power restoration. � fi, ihe operating pawer for transfer and retransfer shatl be obtai�ed frnm the source ta which_the laad is being transferced. Cantrofs shall pro�ide an aufiamatic rstrar�sfier of the Ivad f�om emergency to normal it the eme�gency source fails with the normal source available. � �� . 7. Sigr�al tFte engi�e�eReratvr #o st�p after tt�e load retransfers to normat. A saticf ;-: state engine cooldown timer, �djustahle fram 1 30 minutes, sha{! permit the �" � City af Ft. Worth Dasier Cree�C Lift Station SECTIDN 16320 flAcCre�ry & Assaciates No. 06.[l46 � /�utomatic Transfer Switch .lune, 2002 Page 4 of 8 engine to run unlaaded to co�ldown before shutdown. Shoufd the utiiity po►rver fail during thts time, the switch will immediately transfer back to tfte generator. 8. Pravide an engine mir�imum run #imer, acfjustable from 5�-30 minutes, to ensure an adequate engi�e run periad. 9_ Pro�ide a sol�d state plant exercise clock ta set the day af the week and the time af day for the ger�erator set exercise periad, Cloc� shali have a one w�ek cycle and be pawered by the load side of the transfer switch. A battery must 6e supplied #o maintain the circuit board clocfc operation when the �oad side af ti�e transfer switch is de-energized. Include a switch to select if the foad will transfer to the engine-gen�rata� set during the e�ercise period. �IO. The transfer switch shall have a time deiay neutral feature ta provide a time defay, adjustable from :1-�0 seconds, duri�g the transfer in either direct�on, during wY��ch time the load is isolaied from both power sources. This all�ws residual voltage Comporients of mt�tors or other inductive loads (such as transformers) to decay �efore compfeting t�e switching cycle. A switch will be pro�ided to bypass ail transition #eat�res when immediate transfer is reqUired. 19.1'he transfer switch shal� ha�e an inphase monitor which allows the switc� ta '� transfer between iive sources if their voltage waueforms became synchronous � within 2D electrical degrees wit�in 10 secands of transfer initiation signa[. A , switch must be prn��ded to bypass this feat�are if not requi�ed. 92. If the inphase manitor wiEl �ot allow se�ch a transfe�, the control must defau�# to time delay�neut�af operation. SwitcF�es with inphas� monitars which do not default to time delay neutra# operatfon are not acceptable. 13. �'ran# mounteci contrals shall inciude a selectar�switch tn provici� fo� a NOR�AL i�ST mode with full use of time defays, FAST T�S� mod� w�i�h laypasses all time delays to a11ow for testing the en#ire system in less than one minute, or AUiO{U�A�IC made #a set the sys4em fo� normal vperation. 14. Prc�vide hright lam�s to indicate the transfer switch position in either UTILlTY �white) o� ��1iERG�PlCY {red}. R third lamp is needed to indicate STAi���Y OP�RATtMC (amber). Yhese lights must be energized from utility ar the engin� generator sef. - 15. Pro�ide marival uperating handle fo aklorav fa� rnar�ual transfer. This handle mu�t be mounted insid� the �oc4tia61e enclosure so accessible or�ly by autharized personnel. 16. Provide a safety c#isconnect switch fo prevent laad trans#er and atrtomatic engine siart �uhile pertorrning mainte�ance. This switch wil) also be used for ma�ual . transfer switch operation. �. , Ctty of Ft. worth Dosier Creek Lift Station McCreary � �ssociates No. 06.Q46 ,�. r Ju�e, 2D02 SECTIOIV 16320 Autom�tic Transfer Switch Page 5 of 8 ;�'� 'i7. Pravide.LED status lights to give a visual readout of tne operating sequence. This shaq include utili�y Qn, engine warm-up, startdhy ready, transfer ta standby, inphase monitor, #ime de2ay neutral, return to uti�sty, engine caoldawn �� and er�gine minimum run, A"signal befare trar�sfer" Iamp shall be supplied fio � operate fram optional circ�aitry. �:� D. Autamatic Transfer Switch Accessories 1. Prflgrammabte tt�ree phase sensing of the normal source se# to pickup at 90% and dropou# at 80% af rated �oltage and overvvliage to pic�up at 120% and dropaut out at 91U% of rated valtage. Pragrammable frequency pickup at 95°/n and drupout at 90p�o and o�er frequency to pickup at 110% and dropout at 1 t}5% of rated frequency. Pragrammable voftage differe�t�al between pi�ases, set at 20%, and phase seque�ce monitoring. ;� � I_ ;. � � � �' �� : L 2. Programmable three pf�ase s�nsing of t�e emergency so�rce set #o pickup at 90°!o and dropout at 80°/a af rated voltage and overvoltage to pielcup at 12a% and drapout o�i at 19 U°/a of rated voltage programma�le frequency pickup at 95% and dro�out at 90°/Q and o�er frequency to pickup a# 190°10 and dropout at 105°� o� raied frequency. Programmable voltage differential between phases set ai 24°%, a�d phase sequence manitoring. 3, Time delay far override of momerttary no�mal so�rce power outages (delays engine start signal and transfer swi#ch vperation). Pragrammable 0�9993 seconds: Factory set at 3 seco�ds, if no# otherwise specifred. 4. Trme delay to co�trai cantact trans�ion time on transfer #o either source. Programmable 0-9999 �econds, factary set at 3�econds. �� : � �, 1� j 1 I � �� .I F � I �� �� �. 'firne delay on retransfer to normaf, programmable Q-9999 seconds, facfory s�4 at 3afl seconds if noi otherwise specified, with averrun to pravide prog�ammable U-9999 second time delay� faciory set at 300 secands, unloadeci engine operation after reiransfe� to nofmal. 6. Tima delay on transfer fo emergency, programmable 0�9999 seconds, factary set a� 3 seconds, 7. A maintained type load test switch shalf be incl�ded to simulate a noEmal power failure, keypad initiated. 8. A remote type laad test switch shal[ b� inctuded to simu�ate a r�ormal powe� failure, rerriote switch iniiiated. 9. � A t�me delay bypass on retransfer to nvrmal shall be included. Keypad initiated. ��� �" cify of Ft. wortn Dosier Creek L.ift 5tation iVlcCreary & Associates No. 06.046 June, 20Q2 SECTION 16320 Automatic Transfer S�uitch Page 6 of 8 �D. Co�tact, rated 10 Amps 30 volts DC, ta clase on failure of normal source to initiate engine starting. 11. Contact, fated 1Q Arnps 30 volts DC, to oper� on fail�are af norma� source for customer functians. 12. Light emitti�g d9odes shall be maunted on the mic�-oprocessor panel to indicate_ switch €s in nnrmal position, switch is in emergency �osition ar�d controper is running. � '!3. A plant exerciser shail be �rovided with (1 D) 7 day even�s, programmable for any day of th�: wee� and (24) cal�ndar events, programmable for any monthlday, ta a�tamaticaily �xercise generating plant �arogrammable in one mint�te increm�nts. Also include s�lectian of either "no laad" (switch wils not �ra�sfer) or "load" {switch wilE transfer} ex�rcise period. f�eypad i�titiated. 'f4. Pravision to seleet either "no cammit" or "commi�° ta transfer operation ir� the event af a normal power failure shall be included. In the "na commi# position," t�e Inad will trans#er to the emergency position unle�s norma� power returns before the emergency sourca f�as reach 90% of it's ratsd values (switch wili remain in normai). In the "commit posstian" the Eaad will transfer to the emergency p�sitian after a�y normal power failure. iCeypad in�tiated. 15. Two �uxiEiary contacts rated 'i� Amp, 1�0 volts AC (for switches 'i0U to 8U0 � amps) �15 amp, 1�Q va�ts AC (for switches 9000.td 400D amps}, shall be mounted on the main shaft, or�e closed on normal, t�e otl�er closed on emergency. Both cantacts will be wired to a terminaE strip far ease af custgme� connectio�s. � 16. A three phase� digital �CD voltage readnut, with 1% accuracy shal[ display al� three separate phase to phase �oltages simultaneously, for both the normal and emergency source. 97. A ciigital �CD frequency readat�t with 1�o accuracy shall display frequency fi�r I�nth normai artd emergency sou�ce. 18. An LCD readout shall disp�ay normal source ar�d emergency soe�rc� availability. �. ihe falEowing accessaries shall b� a�ailable by simple act�►atian, via the key pad, if rec}uired. 'i. Includ� (2) tim� delay contacts iha# open simultan�aus�y just (mi�liseconds) prior to trartsfer in eiiher direction. These conEacts close aiter a time c�Blay upon trar�sfer. Programmable 0�9999 s�conds afEer trar�sfer. � �- : � �- City af Ft. Worth ' ° Dosier Cree� Lift Station � McCreary & AsSocia#es No. 06.046 a-- Jun�, 2002 SECTION '16320 Automatic Transfel' Switc� Page 7 of 8 2. ►4 block transfer function shall be included, en�rgizeci from a 24VDG signal fram the generator control switchgear, #a ailow transfer to emergency. 3. � A load shed #unctior� shall be included, energized from a 24VDG signal from the ���� generator control switchgear, #o disconnect the load from the emergency source when an orrerload condition occurs. 4. A pea� shave function shal! be included, energized from a 24VDC sigrtal fram the generator control switchgear. This functior� wilf start the eme�gency generatar and trans#er t�e ATS tn the emergen�y saurce reducing the utility supply to the building. After tF� peak shave signal is removed, the trar�sfer switch wi[I retransfer to the normal supply, bypasstng t�e retransfer time delay. F. Appraval 1. Manufacturer shal! pravide copies of tesi reparts upon requesi PART 3 - EKECUTkON 3.01 SUB�VIITTALS — FOR REVIEW A. Tfie following infarmativn s�all be submi�ted to the Engineer: 1. Dime�s�oRed outline drawi�gs 2. Schematic diagram 3. Component Eist �. Assembly Rat�ngs :�� 4 �` ;2 ��, �� � , '� �"" � B. -Submit ien (70) copies af #he abo�e information 3A2 Sl1�MIYTAl�S -� FOR CONTRACT C�OSE4UT A. The follawing ir�formation shall be submitted to the �ngineer: �1., Wrir�g diag�ams 2. �Certified productian and �ield test resuits 3. lnstallation information B. 5ubmit ten �'10) copies oi the above in#orma#ion 3.03 OPERATIQN A�1D IIflAIIVi�NAIVCE iVIANUALS A. Ten (10) copies o# the equipment and maintenance ma�uals shall be providsd prior to final payment. _ . ��� �.� . City vf �t. Worth Dasier Craek Lift Stat9on McCreary & Assoctates Na. D�.046 June, 2002 SECTIOfd 16320 Autamatic Transfer Switch Page 8 �f 8 B. Operations and maintenance manuals shal� include the following �nformation: 1. Instruct�on books and leaflets 2. Recorr�mended renewal parts lists 3, Drawings and information 4. Prever�tive and rautine maintenance requirernents 5. Copies af field testing results 3.04 FACTORY TEST1fVG A. The follawing standard factary tesfs shal[ be performed on tF�e �quipme�t provided under th�s section. Ail tests shall be ir� acca�dance with #he latest version of UL and NEMA standards. "} . 2. 3. 4. Insulation check to ensure the integrity of i�s�lation and cantinuity o#thB entire system. Visual inspection to �nsure that the switch rnatches th� specification requirements. Mechanical tests to �erify the switch's pnwer sectinns are free of inechanicaf hindrances. Electrical tests to �erify the complete operation of t�e sv�ritch and to set the time delays and �oltaga sensing settings of the �agic. B. The manufacturer sF�a11 provide t�ree (3) cert��ied copies of the factary test reports. 3.05 INSTALLATION A. Au#omat;c Transfer Switches shall be p�ovided with adequate lif�ing means fo� ease af installation af wa�l a� floor mounted enclosures. � B. Provide access and warking spac� as �ndicated ar as requir�c�. G. The Contractors sha�l instal� equipment per manufacturer's recammendations and t�e Con�ract Drawings: ' 3.06 FIE�D ADJUSTiiII�f�TS A. Tighien assembled bolted cnnnections with app�apriate toois to manufacf�rer's torque xecommend�tians priar to frs� energization. B. The iNanufac�urer's repres�ntati�e shall field adjusi ail timi�g and valtage setting of the trar�sfer switch as n�cessary for prc�per operation af the uni#. z EIVQ OF SECTIOA! � ° City of Ft. Wo�th Dasier Creek LS McCreary & Associaies Na a6.Q46 ', �� June, �4fl2 �-� , �_ PART 'I � GENERp►L SECTIOt� 16410 Underground Page 't of 3 1,01 SCOPE �� WOR�C Fumist� and install a system of undergraund raceways and wiring as �hown on the drawings. 'l.fl2 APPLICATf�1VS �ccept as otherwise shown on the Drawings, or atherwise specified, al1 underground �; and in-slab cond�it raceways shal! be o# the following type: ' 1. Except as otherwise specified, alt power ar�d cor�tral underground conduit runs shall g be made with sc�edule 4Q PVC. Bends to grade shalE be made with plastic coated rigid galvanized steel conduii. . „ 2. All instrumentation undergrc��nd conduit runs $hall be made wit� plasiic caated rigid galvanized steel canduit. � 1.03 SUBMITTALS Pracess submittals for the follaw�ng: I �r � 1. Nan Metallic conduit �, MetaUic conduit 3. Gro�nding Bus#�i�gs 4. Buried cor�duit marke� tap� 5. Conduit supparting sadd�es 1,04 � R�LAi�D I�VORiC SP�CIFI�D UNDER OTHER S�CTIOiVS A. Refer to Section 1619 Q far raceways. �. Ftefer to Sectian '16120 far wiri�g. '� C. Ftefer tn 5ection 16450 far grounding. ;�" ;s � �� �,�. i: �� �5� �{ D. Refer to Section D33Q0 for concrei�. PART � � PR�DUCTS 2.01 R�C�WAYS Raceways sF�all be a� specified in Se�io� 161 �10. � city of F't. wo�th Dnsier Creek LS AflcCr�ary & Associates No. Ofi.046 June, 20�2 2A2 MISCEL,LANEOUS A. Gravel for underb�dding of canduits shal� 6e washed ty�e pea gravel. SECT[ON 164'ID U�rderground Page2of3 B. Plastic saddles for spacing and supporting co�duits s�all be interloc�Cing types as man�factured by Gant�x. C. Plast�c mark�r (abe! tape for buried condUits shall be yelbw backgraund wi#h b�ac� letters with repetiti�e marking "EL�CTRIC LIRE" on yellaw background, continuous afong its iength. Furnish T&B #NA-Q608, or equal tape. PARi 3 - EXECUTION 3.09 EXCAVATION AND BACKFILLIN� A. Do ait excavating anct backfilling necessary tor the ihstallation of t�e work. This shall include shoring and pumping in c�itches to �eep ti��m dry until the work �tas been instalFed. B. All excarratiar�s shaN �e made to praper depth, with aflnwances made far floors, forms, beams, piping� �If1iSF1SC� �faCi$5� etc. Graunci u�der conduits shall be e�ndistur�ed earth or ii disturhed, m�chanically campacted to a density ratio �f 95% �efore conduits are instal�ec#. C. All bac�tfilGng shall be mac�e with se�ected soil, free of roclts and debris, and shall be pneuma#ically tamped in s€x �6") inch lay�rs to secure a feld density ratia of 9�°/a. p. Field check and �erify the locatians of all undergroe��d utilities prior to any excavating. Avoid disturbing these as �ar as possible: In the event existing utilities are broken into o� damaged, they shall i�e repaired so as to make their o�eration equal to that befare the trenching was started. . �. Fumish concrete errcased duc#ban�C far conduits where indicated on the drawings. 3.02 RACEWAYS A. All uncier�ra�nd conduits shatl be PVC sc�edule 40 unless otherwise noted. All bends to grade shall f� mad� with plastic coat�d rigid steel cond�rits anci shat! extend to 6" above grade. Conduits shall be watertight o�ver ti�e er�t�re leng#i� of the underground ruri. B. [nstail all power, control, and signal wiring. �a�et each single conciuctor wire at each r- con�ectio� with PVC sleeve type wire fabels. Label each signal cable at each end with pEastic waterproaf write-an #ype label ta icfentify terminal cannectian a�d function and device served. �- �. �._ City ofi Ft. Wortlt Dosier Cree� l.S �IcCreary & Assaciates No. 06.Q46 .�une, �OD2 SECTION 16410 Underground Page 3 of 3 C. �ere emphr canduits term�nate into equipment install blank "disc" under grounding �? b�ashing and bring specifieci foat marked p�ll tape through disa Label each end of each pull tape with waterproo# plastic labef to iderttify t�rminus o# othee �nd and also shou►,+ �-: conduit siz�. 3.03 1NIRI[�!G . �' All undergrnund wiring runs shall be installed fram line to load without splice. �_, EiVD DF SECTION > I �. h .� � ,: I � �; � �'-'_ � I � ;. city ot Ft. worth Dosier Cree�C �ift station AlleCreary & Associates No. a6.046 June, 2002 SECTION 164�0 Grn�ndi�g Systems Page '! of 3 _� �� �.. � 1 PART '� - G�NERAL 1.01 SCOPE A. � Furnish and install compfete grounding systems in accordance w�th Article 250 of the National �lectrical Code as shown on the Drawings and as specifiied nerein. . B. Pror►ide ground mat graunding elec#rode system as shown on the drawings and as - s�ecified herein. 1.02 SU6MITTAf�S Submit manufacturers' cata�og sheets with caialog num�ers marked far the items furnished, whic� shali include: 1. Ground well casings '. 2. Graund rads ; 3. Terminai lugs and clamps 4. Exotherma� w�lding materia[s 5. Gr�und cable 6. Ground car�nection hardwar� 9 � PART 2 - PR�DUCTS 2.p1 GROUNDING ELECTROD�S � A. A!I ground mat gro�tnding electrodes and graunding electrade car�de�ctors shall consist of #in plated stranded coppe�. B. AII ground rods shalt be rApper clad s#ee1 products� 3/4" diameter x 10 foot Ivng, unless a�herw�se i�dicated_ Grour�d rods shafl be .�IacFtbum #6�5�, or equal. Pror►id� heavy ��#y ground roc� damps equal to �iackbum �G56 w[�ere �erticak connectiarts are instal[ed and #GUV whe�e U�boit can�ec�ars are installed . ta serve. har�antat connections. �.02 G�ouNo�NG D�1nc�s A. Conr�ectors shall be fumish�d as specified under S�ction '16'12Q. B. Conduit grounding bushings shall be fumished as specifted und�r Sectian 16'f 'I 0. C. Eguipment grounding conductors shalf be'f�rnished as specified uncier Section 1fi120. City of �t. Warth Dosier Cre�k Lift station McGreary & Associates No. 06.046 June, 20fl2 SECTIDN 9fi450 Grounding Systems Page 2 c�f 3 D. Flush cast me#al grounding plat�s shall c�nsist a# �ronz� body wiih f�at pla#e on tap anc3 balt�d clam�a canr�ec#or an battom. Furnish OZ type "VG", or equa! �f�sh connectors. Each such connec�or shaif be furnished witi� sil�con bronze canr�ector balts for installation of top-maunted grounding co�nectors. E. Exo#hermal welding kits shall be "Cadweld" products as manufaciured by Erico. Molds, cartridges, powder, a�d accessories shal� be as recommended by the manufact�rer. 2.43 GR�UND TEST WELLS Ao Graund test wells shali be fumished each ground rad for the purpose of field testing the graunci mat system. B. Graund test wefls sha11 each consist of ground rod with connector attached to a#4 upcamar from the gro�tnd mat and contained within an access well with IabeEed to}a. C. Ground test well enclosures shall be Brflaks-Oldcas#ie product #3RT series, or equal. Enc�osures shall be '�0 't!4" diameter and sha�l incfud� cast iron cover with integrally cui "GROUND TEST W�LL" in top af cover. PART 3 - EX�CUTION 3.p� GRQUND AAATS AND GROUND WELLS A. Install ground mat araund the perimeter and u�der the new foundations as shaw�_ Use tin�plated copper strand�d conductars in si�es as indicated for ihe ground mat. Insta4l u�r.omer with indicated wire sizes of tin plated copper canductors. �xothermally w��� al! cnnnections. The ground mai wire sFtall have a minim�am co�er of 2�". B. U�less other farger s��s are indicated an the drawings, install #2 u�camers fr�m ground mat to FtTU, and other equipment indicated on the drawings: Install "V�" flush flaar cor�nectar to serv� each upaomers and run #2 stis�g�:rs from tap side of eac� "VC" to graund bus ir� equipment. Bond VG to rebar in cancrete. C. Insiall graund rods in t�st wells where ir�dicated or� the drawings. 3.U� TRAhESFORNfER A. Band transformer neutral to cabir�et, B. lnstall grounding electrode cQnductor from each transformer neu#ral ta system g�ound and ta loc�l electrodes as shown. Run #2 ground wire ta ground mat. � � City of Ft. Worth Dosier Creek Lift statior� fVfcC�eary & Associafes No. 06.046 .lu�e, 2002 SECTION 16450 Grounding Systems Page 3 of 3 3.�3 WiRING SYSTEMS GROUNDING A. AI� equipment enclosures, motor and transformer fram�s, metallic canc�uit systems and expased structural stee! systems shall b� grounded. B. Equi�ment groundir�g conduc#ors shall be run with al� wirir�g. Sizes of equiprnent � g�-oundi�g canductors shalL� be based on Articte 2�0 ot the N.E.C. except whe;e I�rg�r ��� sizes may be shawn. Bond each equipment gra�unding conciuctor to the equipm�nt graunds at each end of �ach run. � ��; C. Liquid tight flexible metal conduit in sizes 1" and larger shal! be equipped wiih external banding jumpe�s. Use liquid tight co�nectors integrally eq�ipped with suiiable grounding lugs. �. . ��. p. Where cond�its enier infia equipme�t free of the metal enclosure, install graunding bushing on each conduit ancf bond bushing lug to equipment gro�nd hus. E. Wl�ere conduits er�ter equipment enc[osures, equip eacri penetratio� inside with graunding bush�ng. Instalf bondir�g jump�r from eac� groundir�g bus�ir�g ta ground bus. F. Equipment enclosures t�at do r�ot come fumished with a ground bus, install ground iug in eac� enclosure that shall be bonded to the meta! cabinet or backpan of the er�closure. G. Separately deri�ed systems shall be each �raunded as shown and shaq camp{y with Article 250 of the NEC except where higher standards are shown. �I 3.04 TESTING �,, A. ,All exottiermic weld conr�ectians shall successfully resist moderat� hammer bfows. Any ' cannection which fails such test oP ii upon inspection, weld indicates a porous or �` deformed conneGfivn, the weld st�a�l be remade. �-r - gs All exothermic wefds shall encampass 100.percent of the ertds of the materiais being �� welded. Vilelds which do nat meet this requiremertt shall be remade. �� `�� C, iest #he gro�and resistance of the system. All test equipment shall be furerish�d by eontractor and be approved by Engineer. Test �quipment shall be as manufactured by Biddle o� �ppror�ed equal. flry season resisianr,e of t�e sys#em shal! not exceed fi�e �F ahms. Ef such resistance c�annot be obtained with the sysiem as shown, provide �� ', ` additional grounding as directed by �ngineer. �ND OF S�CTiQN �� i ,� �, � ! �:• �, '� k City of Ft. Worth Dosier Creek E,ift S#aiion f1�cCreary & Associates No. 06.046 June, 2002 S�CTiON 16910 lnstrumentation Page 1 of 4 7. . � �,, Sl ,� �'ART 1 - GENERAL 1.01 SCOPE A. '['his sectian covers the genefal requirements #or the ins#rumen#ation. 6. Auxiliary ar�d accessory dewices hecessary for system operation or perFormance, such as relays, d�n cor�nectors, or term�na�s ta interface witE� ather Sectians of these Specifications, shall be included. 1.02 QUALITY /•1SSURAfVCE A. iVlanuFacturers: Firms regulariy engaged in manufacture af products of this type, and whase products have been in satisfactory use En similar service for not less than 5 }�ears. B. )nstaller: Qualified with at least 5 years �f successful ir�stallation experience on prnjects with work similar to that required for this praject. C_ NEC Compliance: Compty with the National Electrical Code, NFPA 70, as applicabte to wiring and other electrical canstruction of the �nit. � ��� f� � � i,� { � �� � �. l� D. UL CompEiance; Provide companents with UL. listing and labeli�g for a�plicable UL categories. Custom panels, control panels, �nd ins#rument panels and the Gke shalt b� mar�ufactured by a fabricator approved as a UL508A shop anc� shail bear a U� �08A (U� Industria! Cvntro� Pane!) fabel. E. P�o�ids cample#e unit and installation to conform with NFPA-90A. 1.03 5UBM1TfALS As S�tbmit catalag �ite�ature, specificaiion material and installation and �operation manuaf far each instrumen# and device specified herein. B. Submit aut€ine and dimensio�al d�awings a�d wiring diagrams to �ngineer far �evievv. �C. Submit shop drawin�s for ir�c[uding w�ring and clim�nsianal outlines. Shop drawings shall include tSA loop drawings. I.aop draw�ngs shall include afl der�ice termina! numbers and wire numbers. 1.p4 SY�TEM RESPONSIBt�l�lf �� Th� contractor shall assume complete "SYST�A►1 RESPOfVSIBILIT1f" for ihe �� ins#rumentation system. °Sysiem Respo�sibilFty" shaq mean that the Contractor is responsible for the o��rall operation, saiis�ac#ory �e�Formanca, and in#egrafiaon of the ��� indi�idua! componenfs into the whole system sa that the entir� system functions i� �� whole ar�d ir� its par�s as intended by the Contract Documents. �_� � ,�r � � �- � �: City o# Ft. Warth ' Dosier Cree�C �ift Statian SECTION 16990 fV�cCreary & Assoeiates No. 06.046 Instrumentation June, 2002 Page 4 af 4 shall sequer�tially rot�te through the se#point settings each time the lead pump is turned off. The Eead pump will have the lowest setpoint set�ing. Configure start and stop seipoints as shown on the drawings. 3.Q2 QPERATI�NS AND MAINTENANCE MANUALS A. Six (6) weeks prior to the carnpletion of the projeci, com�ife an Operations and t►llaintenance I�anual an the insi�umentaiion �quipment. These manuals shaq include detailed instructio�s, periodic cali�ratian requirements and maint�nance, as wel� as recommended spare parts lists. B. Svbmii for review �er Sectian U1300. END OF SECTIOM e a �_, � .r � , ��� � � �� ����� �.�iC� I��� �� TABLE OF CONTENTS Certificate of Insurance 0 Pe�rforma�a.ce Bond ,< •3 . i Payment Bond i. � , 1ll�au��enance Bond i � Cont�actor Complianee with Worl�ers Compensat�on Law,s JL�'����i� �L.JL�'�lGJL� ��.s.� 1. ��� JL �Ili ��LJC` Y S�� 1 l�i�i- ����1�'Ii ��� JL JC ���� JL FWWD Project No. P17I--0741710280010 JUNE, 2002 Chris P. Harder, P.E. Fort Worth Water Departmen� 1000 Throckmorton Street Fort Worth, Texas 76102 Jo�eph 3�. Kotrla, P.E. McCreary & Associates 631U LBJ Freeway, Suite 217 Dallas, Texas 75244 ;._,- :� � �������� ����o��� ���.���neee�.y��• �� ' : �d ��m� ;� � e�soease�esas�a oe•w �.P�e.. �.: �.� CF�RlS P HAR��R � �0i`PBOCRP6���@�q6��a�>i��¢aroa�e� � � � �5�7� � � 0 ��������s o '� s, •••• ��� ` o�� Qa- «�:� �, t�' � r�p_ Zov� � �`; �� �`-_ , � S'I'A'�7E CDF iEX�S PAYMEAI7[' B�h� �, � Bond ,��PRF08623031 �DiJA1`]f� O� "A'.4.'k�R�I�TT � �; � KI�CD� A][.1� 1'�dEI� $Y 7�5� PR]ES��'S: 7Chatr w� {�.� Com�pa Yer���nstructiou �: Coionial American Lasuaitp anci Suretp . - ��2� Corporation p� TeXas ,}����� ���d ���� �� (3� Company ard Fidelity and Deposit Compazsy o� 1�laryland , a car��tat�oss organized ais� e�sting undex� t�e ia�s of t3�e S2ate o� � ar:d fi,a�y au�oxiz.ed tm tra�sacl � � �; � � business im the State of Te�as, as� S�ixe#y, a�e I�ld an��i ��y bou�d vn��o the C�r o#' k'ort �i�rtii, � ffi�ieig�.Q caxporation organize� an� earisting ursder �he Iavd+s of the SEat� of �'exas, Y�ereinafte� caIfled �v�nex, and u�►fio aD� -person, f�s, and cflrpora��s w�m z�ay �furais�a mate;�als, %g oY p�'o� Yab�a upc�n the bu�c�i�ng oa img�xove�sents here�n�fte�rzeferiedta�ithep�asalsut�aof: One million four hund.x�d,�i�h.�� n;,,P 1-F�rn�can�_ eigh� hundred fiftv dol_7a�G an� �n �Q„r� �$ '� i�ollars in Iavv%'� znaney �f tiie iJnited States, to be paid i� Fari �7o�4h, '�'aziraz►t �o�nty, Tear�s, fo� the payme�t of which su� �+vell and tru�y be made, we �eraby bi�nd otus�lves, q� he�rsr exeCuY�rs, adm%z�Rstr3�ors and . � . srzccessors, jointly and severally, £'�Iy to these presents. � �iE CQ�I�I�TQ3�T �9F TH][S OBY..]C�A�'ION( is such t�a� Whereas, th� �incipal entered intv a certain conira c� dv�ith the �ity �i�'�rt �oxtI�, the ��er, date� tii� �� day of �l'��, �_, 2DU�, a ct�p�r c�f wfaic� is �ereto attac�aed �c� made a pax$ the�eo;� for tbe c��vs4n�cta�sx �f: DO�I� ��lE�� ]G]�II' S�AT][�I�T II�iTll2��1�1[' 1�]RO�CT P1�i—a�oi7� designaie� as �zoject�No.(s} 02$OO I D , a copy o�dvlaic�a cv�iraci �s he�� attac��ed, ref�ed to and �ade a pazt_here�� as fiilly an� San i.�e same e��te�ri as if cvpi�d. a� Ie�gt� �ae�eno; sgch pro3eat a�cl co�c��z� �Se�ng heaea�a��r �erte�fl 2� as tAae "�r�' : . N��i TI�'��R]�, �: cond�io�._ og �nis ot��igali�� ss s►�cla tl�a�, � tlx� �cigsal � px�t�#ly �ake payr�zen4 ta all' claixna�nts as defim�i i� �icle 5164?, Atevisedl Ci�+�l Sirat�bes c�f'�'e�cas, suF�l3ria�g Yabo� aaa r�#exSa.Is i�n the prasect��io� of Y7xe wr�c �r��idec� f�i in saic3 Co�trac4, �e� t�as obliga2ion a�a3� be�ei�lfi � v��c�, ot�a�rvs� it s't�ll rea�� a� fia1Y f�rce a� e�ec�. �'7[IIS B�I� AS �,IDE AIVD �V'1�E� in&� saYe4y fo$ t1Ee pgutection of ag1 c�aixnants su�lyi�xg 3��� ar�d� � materaa� i�s #Fse pmsecution v�f t�ne wazk pr�wideaT 1iv� ixa said �nte�c� as cYai�nauts a� def�ed i�a said .�rtic1� 5�60, amd �i s�uc� cla�iraan4s shall have ��.irec4 xigl�t of acti�� vuide� t�� b�nc� a� �roaic�ed i� �ele SIl 6�9 0� the Iiedsse� Givx� �t�taAtes. �3 � / �RO'6%dDEID ��i3R",�]HEk2, �at if a�y Ieg�Y acrion be �led upor� this �onc�, venue sbatl lie im'I'arrant Connty, State of Texas, th�at the sai� Surety, fo� da�ue rec�ived, �ere�r stipulates an� agrees that ncn chamge, exiealsian o� ti4ne, alteratio�n or ac�dlitiom to the te� m� the c�sitract or to tfie wor➢c to be pe�for�ed the�eunc�e� az �e s�ecifica4ions aecompanying the sa�ne sha�Il iun a�ny wise affect its olbingaiion nn �ns bond, an� nt does here%y �aive nai�ce �f any such change, ex4e�asioz� af tiane, alterafion vs addiiion to kt�e $er�s a£ �e c�ntract ar to tb�e vvmrk or to t¢�e specaficai�ons. �1�OVgD�7 k`iTgt7[i�]EI�, tlaat no �mal s�it4eme�t be8�eeu t�.e Owa�er and the �antrac�mr sba�fl �3iradge 4he rig�vt of any bene�iciarSi fiereunder va�hose c3�im �say be uns�tis£ecfl. IN �VTTiV�SS �]ER]B�F, tiais ins�ume�t Zs ecuted in 8 counter�s� each one of w�ch siiall be dee�ed an originaI, t�is �� r�i o� da�r o� ��°� �.7�., 2Q02. ited River Comstructi:on Company, �'Inc, ATI'ES�'• �R3I�1CT��C, (4) ,� ��: • � �,F—� _ — ` �� . [�'ri�cipal�l Secretary i506 Capital Ave o��2 0 Vicki Fortiex P1a�o, TX 7507._4 __ �� � (.�iddress� Colonial Amer�can asualty and Surety Company and �'idelity an.d Deposit Company of iKarv�land / �Eiii�ess as to p " cipa3 � �� � J .- 5heryl Cathey �- � 150b Capi�al Ave . 4f 200 s�].ano fl TX 75074 Trac�V er - ct� �5� ' {Acldress) � P 0 Box 2285 �'t Worth. Tg 76l 7 3- . A'i["][�EB�': (Addxessj �_ N07C�? �]�at� of ]Bo�d v�us� avt fl�e �siar 4o date �f � . �ntrac� � � ���� �� �s�.� �� �Vibness as tm Ss�re2y P 0 Box 2285 = ���) F�: Tn�ortll, TX 76113 ei� co��x�� ��e���oY . (2j A�orporatiop, a Par4�eas�i crr a�n Indivx�ua�, as case �ay be (3) C�ect n�me af S�nrety - (Gj If ��tra�to� as P�nez'sieap all Pa�isse,rs sh�� e�er«te �ond . (�i ,� 8�ae c�py off �o�er of A�¢oxney sha�fl be atYached � �ornd b� Attoau�ey-in-��c�. � , 6 � I F-� Powep af AttoPney �lb��„17Y APlD D��OSIT COfV�PANY O� iiAARYLAIV� COL�NIAL /�fi���IC,�Id CASUAL7Y A1Pl� SU��iY COi91➢�'I�PIY HOM� �FFIGES: P.O. 60X 7227, BALTIMORE, MU 21203-722T Knaw ALL MEN SY THESE PRE5ENT5: That Ehe FI17E�.ITY AND DEPOSIT CpMPANY QF MARYLA3VD, and the CQLQNIAL AMERICAN CA5UAL'I'Y AND SilitETY COIVCPANY, corporations nf the State of MaryEsnd, by W. �. WALBitECHER, Vice-Fresident, and T. E. SMITH, Assistant Senretary, in pursuance of authority granted by Articie Vl, 5ecfiion 2, of the By-Laws af said Companies, which are set forth on the reverse side hereaf and are hereby certified to be in full force and effect on the date hereof, does hereby narziinate, constitute and appoint 'I'raey Tucker, Tabin Tucker and W. Lawrence Brown, al� of Ft, Warth, Texas, EACH its tr�e and lawful agent and Attomey-in-Fact, to make, execute, seal and deiiver, for, and on its behalf as surety, and as its act and deed: any aad all honds and undertakings �XCEPT honds on 6ehalf of dndependent Executors, Communiry Survivors ard Commumity Guardians; and the execution of such bo ds or undertakin in pursuance of thesa presents, shall be as binding upon said Companies, as fully and arnply, to all intents and purpases, as if they had uly execut acknowledged by the regularly elected officers of the respectivc Companies at their offices in �aitirr�ore, bvld., in their own proper . This po e ortey revokes that issued on behalF of Delbert Tucker, etal, dated ]anuary 4, 1995. The said Assistant Secretary does hereby certify that the extract set f e revers�reof is a true copy of Article VI, Section 2, of the respectir�e By-Laws of said Companies, and is now in force. � �' . 1]V WIT[�[ESS WHEREOF, the said Vice-President and Assistant have �Se �subscribed the'rr names and aftixed the Corporate Seals of the said FIDELITY ANI] DEPOSIT COMPANY OF HIARYLAND and TIIAL Ae��A1V CASUAL7'Y AND SURETY COMPANY, this lst day of 7ulY, A.D. 1997. n ... _ A'iTEST: FIDELTfY A��OSI'�' CQ�IY OF MARYLAIYD O `� �v /' �S�AJ. � .�. . .,�_ . BY� �Q/rft�e�t[� 4w..�� T. E. Smith O sist�nt Se � W. B. Walbrecher Vice-President �� COI,O�IIAL :�MERIC�UALTY �fYD SURETY COMi'A1VY ��., ���j� � � �,��� _s�a,� �. By. �;•�1�e' T. E. Smith � ant Secretary 6Y, B, i3�alhrecher Yice-President 5tate ofMaryland � ss: � Counry oiBaitimore � On this lst day of I�ly, .4..D. I997, before Ehe subscriber, a Notary Public of the State of Maryland, duiy commissinned and qualified, came W_ B. WALBRECHER, Vice-President and T. B. SMITH, Assistant Secretary of the FIDELITY AND DEP05IT COMFANY OF MARYLAT+ID and the COLOiVIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personalEy known ta be the individuals and o�cers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being 6y me doty sworn, severally and each for himself deposeth and saith, that they aze the said officers of the Companies aforesaid, a�ed that Yhe seals af'fixed to the }�reoeding instrument ara the Corporate 5ea15 of said Companies, and that the said Corporate Seals and their signatwes as such officers were duly affixed and subscr9becE to the said instnmient by the authority and directian of the said Corporations. IN'I'ES'�CMOIVY W}3EREOF,1 have hereunto set my hand and affixed my O�cial 5ea[ Ehe day and yeaz frst above written. �� � ��� arC ol J. F er � Norary Public M Com sion Expires: August 1, 20D0 CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPQSIT COMPAI�Y OF MARYLA�]D and tha COLONIAL AMERICAN CASUALTY AND SURETY COMFANY, do hereby certiiy that the nriginal Power of Attomey of which the foregoing is a fu�l, true and correct wpy, is in full force and effect on the date af this eeztificake; and i do further certify that the Vice-PresicEent who executed the said Power of Attorney was one af the additiana! Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the respecti�e By-Laws of the FIDELITY AND Y3EPOSIT COMPANY OF Iv�ARYLAND and the COLONIAI, AMERICAN CASUAL'f'1' ANI� 5URE7'Y COMPANY. 'i'his Power of Attorney and Certificaie may be signed by facsimile under and by authority af the foilowing resolution of the Board of Directors nf the FID�LTTY AND DEP05IT COMPANY pF MA.RYLAND at a meeting duly called ar�d }ield on the LOth day oF May, 1990 and of the Board of Directors af the COLONIAL AMERICAN CASUALi'Y AND SUREi'Y COMPANY at a meeting duly cafled and held pn the 5th day of iviay, 1994. RESOLVED: "That ti�e facsimile or mechanically reproduced seal of the company and facsimile or meahanicapy reproduced signaEure of any Vice-Aresident, 5ecretary, or Assistant Secretary of the Company, whether made heretofore or hereafier, wherever appearing upon a certified copy Qf any power of attamey issued hy the Company, shall be valid and bie�ding upon the Company wiEh the same force and effect as though manually affixed." IN TESTIMONY WE�REOF, I have hereunto su6scribed my name and aiiixed the corporate seais of the said Companies, this �� day of � . �� ��...! ���� Assistant Secretary L142S-168-2829 E�TRACT FROM BY-I,AWS OF FiDELI'FY AND DEP05I'I' COMPANS� UF MARYLAND "Article'VI, 5ection 2. The Chairman af the Bo�rd, or the President, Qr am• E�ecutive ti"ice-President. or anv of the 5enior Vice-Presidents or Vice-Presidents speciall}� authorized so ta do �y� the Board of Directors ar b�� the Executive Commmittee, shal� have power, by and weth the concurrence af the Secretary or any one o# the A.ssistant Secretaries. to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorner�s-in-Fact as the business of the Company rr�ar require, or to authozize any person or persons to execute on behalf of the Compan� any bonds, .undertaking, recognizances, stipulativns, policies, contracts, agreements, deeds, and releases and assi�nments of jud�ements, decrees, mart�a�es and instrumen#s i� the nature of mortga�es,...and to affix the seal of th� Company thereto.�� EXTRACT F1�OM BY-LAWS OF F'IDELI'F'Y AND DEYOSIT COMPANY "Article VT, 5ection 2. The Chairman oF the Board, or the President� or any Executive Vice-President, or any of the Senior Vice-Presidents ar Viee-Preside�ts speceal]y authorized so to do by the Board of Directors or by the Executive Cornrnittee, shaIl have power, h�� and with the concurrence af the Searetary or any one o# the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant V ice-Presidents and Attorneys-in-Fact as the business of the Company mau require, or tn anthorize any person or persons to eaecute on behalf nf the Company any bonds, underta}cings, recogni.zances, sLipulations, po�licies, contracts, a�reements, deeds, and reieases and assignments of jndgements, decrees, mortgages and instruments in the nature of martgages,.._and to affi.� the sea] of the Company thereto." � . CONTRACTOR C4MPLiANCE WITH WO�KER'S COMPENSATION LAW Pursuaztt to Article 8308-3.23 of Vernon's Annotated Civil Statutes, CQntiractor cert�ifies that it p�rovides worker's compensatian �insurance coverage for a.�l of xt's employees employed on City of Fort Worth Project Number P171-0701710280010 _. _ Red River Construction Co. - C�NTRA �.�-.� �-�:�-�--� � By: Dean�'Porter, Chairman . Txt�e � .. _� � ���,� �_ - - . /c�-���(7�1. Date STATE OF TEXAS COUNTY OF TARRANT �i � BEF4RE ME, the �xndersigned au#1�ority, on this day personally appeared _Dean Porter , known to me to be the pearsan whos$ name is subscribed to the foregoing instru.ment, and acknowledged to me that heJshe executed the same as the ac# and deed of Red River Construetion Co. __ for tbe pwrposes and consideration therein e�ressed and in th� capacity thereYn stated. _ � GNEN i]�DER MY HAND AND SEAL OF OFFICE this �� f����t,r , 2�02. ��, day o� r I�'L.l. ,��,��I ���,,.' �� ' � �, ' i� �. ��. �- •��- r =��i'�� `''; ���RYLFLOYD CATH�`f a _*; *r MY COPAMkSuION EXPIRES a du�a 14, 290A� �� ��4��ti�'�` , . ,. � �� .,�,,.�.�=.Q,�.=� PERFORMANC� BOND - THE STATE O� TEXAS COUNTY OF TARRAIVT � 0 Band ��PRF08623d31 ' - Red River Cpnstxuction • ,KNOW .A.LL MEN BY T�iESE �RESENTS: Tizat we (1) . Company, Inc.. . C��1�oni�al �e � a asua2t and Suret 'g {2� Coxpo7�ation o� Texas bereinafiercalleciPrincipal, 8ud (3) p ar lan ���e�i�y and �ieposit Com�any a corporation argamze� and existing 'undex ihe laws af the �tate � and fvlly authorized to transact bnsiness in the State of Texas, as S�u�ety, are held aaad fim�Iy bound unto the Ciiy of Fort Worth,� a irnznicipaZ coiparation oxganized and existing cuxdez the Iaws of the State of Texas, hereinafte�r called Ovvner, Tcnn the penal sum o� One mi .�ozz four hundred eighty nine �housand � ��.�h�°�u�dred ���ty�,dol3�a�s and No cents,� . . .. {$1,489,850,0�1 Dollars in lawf�al money of fhe United Stafes, to be paid in Fort Wnrth, Tazxant Cou�ty, Texas, for �he payment of which snm weIl and �trtriy be made, we hereby bind ourselves, aur heirs, execntors, adrr�inistratars and successors, jointly and severally, firn�ly by #bese presents. THE CONDITXON O� THI5 OBLIGATT�N is such Shat Wl�ereas, the Princ�ip�F �ered init� a certain contract with the City of Fort Worth, the Owner, dated the� c�ay of �C.�h h A.D. 2002 ,� capy oi which is ' hereto a#tached anct rniade. a part hereof, for the construc�on of - Dvsae.r CreekLift Stallon unnravement Proieci � ' P17I-07QI7I ' ` " � designxted as Project No.(s}' 0�$OOlQ , a copy of whic�x contract is hereby attached, refeaed to, az�d madE a part he�reo� as fulIp and tu the same extent as �f copied at Ieng�h herein, snch pxojcct and constructian being hereinaft�r refe�red to as �e "wvrI�'_ NOW TI3EREFORE, if the�Principal sha� well, truly, and faithfi�lly per.E'orm the woxk in aceo�dance with the plans, specificaEions, and. con�ract doeuxnents d�ing ih� original �e� thereQ� and any e�#ensions fhezeo�w�i.ch may be granted by.t�e O'i�+�er, with or withont notice to the S�ety, and if he s�a1l sa�isfy all cIa�s and demands incurred under such ooxrtrac� and shall fi�liy indemuif�r a�d save harmtess fhe Chxmer from all eosts and ��mages which it may stt�er by reasan of �inre to do sd, and shall. reimbuzse anc� repay the Qwner ali outlay and expezasc �a�rhich the Owp.e�r x�ay ancur in making good aay defavli, the� tluis obligation shall be voirl; ottse�wis� to r�rnain in full for.ce and effect � ' � ' � � . � F1 � PROVIDED FL]RTHER, t}iat if any Iegal action filed upon this bond, venue shaII lie in TaTrant County, S#ate of Texas. AND PROV�DED FUR'�HER, tl�at the said Surety, %r vaIue received, �e�reby stiputates anad a�rees ►hat no change, extensiozz of time, alteration or addi�on to t�ie ierms of #he co�tract or to the work to be perfarme� thereuzfder or the specifications accom�aanying the sa�ze shall in any wise �ffect z#s ob�igatio� on thi"s band, and it daes hereby waive notice of an.y_sucb, change, extensian a� iime, altexa#ion ox additioxt to the terms of the contract or to tlze vvorlc oz to the specificatians. IN WITNES� WHEREp�, this instrument is executed in � counterparts each on� of which shalI be deemed au o�rzginal, this t�►e OC � day of lXU .�'�i. A.D., 2402. ' TTE : C�';��, ,,�_ --.- (Principal) Secr�tary Vi�ki Porter (SEAL) . � 1 . x_ Sher C the iiness as to P' ci.pal . 150b Capital Ava. ��200, Plano, TX 75Q74 . (Address)' -- � 'ATIEST: ' � (SEAL) {Surety) 5ecretary . � l���� � Wiiness as to �rety � P 0 Bax 22$5 Ft Worth, 'FX 751I3 (Acldress) ' (1) CozrectName ofContractor (2) A Carporatioxt, a ParinersIvip or an Tnr�ividuaI, as case ma.ybe � -� E3} cp�t� o�es�ey . E�4) If Cantractar is ParkQexsh�g aIl Pariners � sho�d execute Bond . � A tiuc copy of �'ower of Attorney. shaIl be � attached to Bond by Attozney in F�c�. • F-2 ��Red River Construct�on_Companv, Tnc., �,-, ��' �.� .� BY: _� ���-- f . -� 1506 Capital Ave. ��'2Q0 Plano, TX 7507G� . (Adclress) . Golonia� American Casua.lty and Surety Comp anq and Fidelity and Deposit Gampa�.y af I�arv�anci _ d s�re�y s� �� ( orney m-fact) (S} Tracy Tucker P 0 Bax' �285 �`t Worti�, TX 76113 -- _ {A;ddress} . NOTE: Da#e of Bond must not be prior ia dafe nf _ Contzact ,. (S} ;� � i � d i i! � � 4 i i F• , ^k � 4 f� 4�� F f.`J k{`. _.�. i � l_ Power� of Attarney FIDELITY ANC? ���OSi� CO�lYPAWY OF 1VVA�YLAN[l CO�OPIIA�. AM��iIC�4N CR5UALiY �1V� SUf��TY COi'��14PlY � HOME OFFICES: P.D. BOX'1227, BALTIMORE, Mb 2 7 2 03-1227 Know ALL MEi�i BY THESE PRES�tVTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAr[D, and the COLOiVIAL AMERICAN CASUALT'Y AND SURE"1'Y COIvfPANY, corporations of the 5tate of Maryland, by W. B. WAI.BR�CHER, Vice-President: and T. �. SMITH, Assistant 5ecretary, in pursuance of authority granted by Articic Vl, Section 2, af the By-Laws of said Companies, which are set fo� on ihe reverse side hereof and are hereby certified to 6e in full force and effect on the date hereof, does hereby nominate, constitute and appoint Tracy '1"ucker, 'I'abin Tucker and W. Lawrence Brown, al! of F� Worth, Texas, EACH its true and lawful agent and Attomey-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings EXCEPT bonds on behalf of Independent �xecutars, Commusity Se�rvivors ar�d Commumiry Guardians; and the execution of such bo ds or undertakir� in pursuance oF these presents, shal] be as binding upon said Companies, as fulty and amply, to al! intents and purposes, as if they had uEy execut acknowledged by the reg�larly elected officers of the respeetive Companies at their offices in Baftimore, Md., in their own proper . This po e omey revokes that issued on behalf af Delbert Tucker, etal, dsied 7a�uary 4, 1995. The said Assistant Secretary cfoes hereby certify that the extract set f e reversefs'�zeof is a We copy of Article VI, Section 2, of the respective � �� By-Laws of said Companies, and is now in faxce. . IN W1TNE5S WHEREOF, the said Vice-President and Assistant havc he �subscribed their names and affixed the Corporate Seals of the said FIDL�I.I7'X AND DEPOSIT COMPANY QF MA�YI.AND and MAL AC�AN CASUAI,TY AND 5U12E"TY COMPANY, fhis Ist day of JuIY, A.D. 1997. n � , ATTES�T�. FIDELITY ANDQ��SIT CO�y�iY OF 1NA,RYLAND � �,�.. ;��� �, . --_ � -. �� Sx: � ��,���-- �-'' T. �.Smirh O° sistarrrSe� W. B. Wefbrecher Yice-Presiderrt D COLONIAL�M�IiIC �" UAL.TY AND SYlRETX COMPAiVY , F�S�� EAG� � �. ,,,.,.,� � By: l �E,�(�Q/Q[s�1,11 ��� T. � Smi1h �arrt Secretary N! B. Walbrecher Yice-Presidenl StateofMaryfand � ss: � Gounry of Baltimore On this lst day of Ju[y, A.D. I997, before the suhscriber, a Natary Public of the State of Maryiand, duly commissioned and qualified, came W. B. WAI.BI�CHER, Vice-President and T. E. SMITH, Assistant Secretary of the FII7�LITY AND DEPOSIT COMPANY OF MARYI..AND and the COLONIAI. AMERIC�IN CASUALT'Y API� SURETY COMPANY, to me personallp known to be the individuals and of�icers described in and who executed Ehe preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severa�ly and each fiar himself deposeth and saith, that they are the said officers of the Compainies aforesaid, a�td that the seals affixed to the preceding instrumant are the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such off�cers were duly affixed ar�d subscribed to the said instrument by the authority and direcuon of the said Corporations. IN'I"ESTIMONY WHEREOP, � have hcreunto set my hand and affixed my Offcial Sea� the day and year first ahove written. ��� �� , �,��? �'arol.l. F er Notary Aublic M Corn ion Expires; August 3, 2000 CERTTFICA'1'E I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSI'F CONiPANY QF MARYLAND and the CQLQNIA.L AMEILICAN CASUAL'�"Y AND 5[JItETY COMPAAEY, do hereby certify that �he ariginal Power of Attorney of which the foregoing is a iull, true and carrect copy, is in ful[ force and effect on the date of this certifcate; and I do further certify that the Vice-President wha executed the said Pawer of Attomey was one of the additional Vice-Preside�ts specially authorized by the �oard of Directors to appoint any Attorney-in-Fact as prouided in Arlicle Vi, Sectio� 2, of the respective B3�-Laws of the FIDELITY ATI� DEk'OS1T COMPANY OF MARYLAI�ED and the COLONIAI. AMERICAN CASUALTY AND SLTIiETY COMPANY. This Pnwer vf Attarr►ey and Certificate may be signed by facsimile under and by authority of the following reso�ution of the Board of Uirectors of the FIDELITY AND DEPOSI"f GOMPANY OF MARYLAND at a mee#ing duly ca�fed and held on the 1Qth day of iVlay, 1994 ar�d oFthe Baard of Directors of the CQLONIAL AM�RICAN CASUI�LTY AND SURETY COMPAt3Y at a meeting duly called and held on the SYh day of May, 1994. RESOLVED: "That the facsimile or mechanically reprod�ced seal of the company and facsimile or mechanicaily reproduced signature af any Vice-Pres9dent, Secretary, ar Assistant Secretary ofthe Company, whether made heretnfore or herexRer, wherer+er appearing upon a certified copy ofany power oFattomey issued by the Gompany, shall 6e valid and binding upon the Cnmpany with ti�e same force and effect as thou�h manually affixed." IN TESTIMONY WFIE1tEOF, I have hereunto subscribed my name and affixad tha corporaEe seals of the said Companies, this � day of� �1.li . �C� �� ��r _�J - .4ssrstan! Secre�ary L1428-I68-2$29 EXTRACT FRDM BY-LAWS OF FiDELITY AND DEPOSIT COMPANY OF P�3ARYLAND "Article VI, Section `?. The Chairman of the Bnar�', or the President, or anr� Etecutive �%ice-Yresident, or an�• of the Senivr Vice-Presidents or Vice-Presidents s�ecialls authorixed so to do b�• the Board of Directors or b�� the Executive Commmittee, shall have power, by and with the concurrence of the Secretary pr any one of the Assistant Secretaries. ta appoint Resident Vine-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as ihe business of the Company mas- require, or to authorize any person or persons to execute on behalf of the Companr� any bonds, undertaking, recognizances, stipulations, policies, cantracts, a�reerrzents, deeds, and releases and assionments of jud ;ements, decrees, mortgages and instrumenfs in the nature of mortgages,...and to affix the seal of the Company thereto." EXTRACT F'ROM BY-LAWS OF F'IDEL.ITY AND DEP05IT COMPANY "Article VI, Section ?. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Seniar Viee-Presidents or Viee-Pr�sidents specially autharzzed so to do by the $oard af Directors or by the Executive CQmmittee, shall have power, by and with the concurrence ni the Secretary ar any one of the Assistant Secretaries, to appoint Resident Vice-President5, Assistant Vice-Presidents and A.ttorneys-in-Fact as the business of the Company may rec;uire, or to authoreze any person or persons to execute on behalf of the Company any bonds, undertakings, recagnizances„ atipvIations, poIicies, cantracts, a�reements, deeds, gnd releases and assignments of judgements, decrees, mort�ages and instruments ixa the nature of mort�ages,...and to affi� the sea] of the Company ihereto." � Bond #PRF086Z3031 THE STAT� OF TEXAS COUN7.'Y OF TARRAI�1`i" MAINTENANCE BOND 0 � - Red River Construatiou KNOW ALL MEN BY THESE PRESENTS: That (1) Company, Tnc. �5 Princspal, aciingi herein by ' and through (2} _ its dut� authonized and (3) Colonial American Casua tp and 5urety Co a Fidelity �n� na�,�; �- r,,.`„a,��,.x r�a,�, ��"� ��'�tion arganized under tlae laws o�' the 5tate of � _, as sureiy, da hereby acknawleclge th�mselves to be held and bound to pay unto the City of Fort Warf�, a Municipal Corporation, chartered by virtue of Constit�ition and laws of the 5tate of T�as, at Fort Worth, in Tantant Gounfy, Texas the sYun af One mi1l�.on faur hundre.d ei�hry ni nP r�r,,,��,,,� eight hundre� fifty dollars and No cents ' '� ($1, 4 8 9, 85 Q. p 0} in lawful m:oriey of the United 5tates, for the payment nf wluch sum well and truly be made unto said Gity of Fort Worttx and its successars, said Contractor and surety do hereby b�d thems�lves, theit Taeiis, exec�tto�, adn�v'nistrators, assigns azzd successors, join#ty and sevezally. This obligaiion is comdi#�amed, hovveve�; tiia� ��;_ - I : � �� iN�IEREAS, t�ae Principal has antered into a certain cantract with the City of �ort Worth, dated � o�-day ui � C��i. 2002 for the pexformance of the folIowing described pub�ic work and the co�truckiora of the fol�owiug descrihed public irnpxovem�nt�: CONSTRUCTION OF DDSIFR ['REEK L1FT STATTON FM�R�OVEMENT PROJECT alI of same being referred t.� herei� and in •said contract as the Work and being desagnated as Pro,}ect Na.(s)�17I-07017IO2$001.0 ; and sa�id canixact, including all of the specificaiions, conci�iii�s and 'nvri�t�n ix�strumen#sreferred to t�erein.as contract documents being hereby incozpoxated hexein bp refersnce �� all ptupQses and xnade a part hereof, t�ie saase as if set out verbatim herein; zuid, ' W�IERF,AS, in said Contract, Contractox binds itseaf to use suc� �nateriais and to so construct the twork that it will remain in good repair and, conditioz� for aud during �he p�riod Two (21 Years after #he date of the fsnal _ acceptance af tke wor� by the G�ty; and - W�iEREAS, said Contractor binds i.tsel£ta maintairi said work in good re�ai� and conditio�i�far said term of TWO (2} XFATtS ; a�d, . . , yVHERF..A,S, said Cnniractnr binds itsel€ ia repair or reeonstruct thc vvork i� w�oIe o� iz� �ark at any tune within said period, if in the opi�niob of the Dixectar of the Water Department af the City of FarPi • Wortl�, it l�� necessary; and, - WFIEREAS, said Contra.ctoT binds itself, upon receaving notice af tl�e need therefore to xepair or reaonstruct said work as hezei�t provided. � NOW "1'FiRRF.FOR,E, if said Contractor shall keep an� perfoma its said agreement to inaintain, xepaiur or recons#ruct said work sn accordance witT� all i�e te�ps and comditions of said Cnntrac� these presents shall be null �-5 � I � f ;' i � � 1 and void, and have no force or effec� Othenvise this Band sha11 be and remain i�n ft�ll foxce and effec�, and said eity shall have and recover fram the said Contractor an� iis surety damages in the prerrrises prescn'lsed by said Contrac� This ob�igatian shalI be contivuing onc and successive recorreries may be had hereon for successive breaches un#il the fu11 amount hezeaf is ext�austed. 'WHEREAS, aEl parties covenant and agir�e that ii any legai. action be iiled upon this bond, venue shall lie in Tanrant County, Texas; and, � . IN WITNL�SS WIiE OF, �s instruffiertt is executcd in � eotxnterparts, each one of which shall be deemed an original, dated � t���• ��; . Z��2. ATFEST: � JL— ,.� (PrineipaI) 5ecretary Vicki Poxter (SLAL) Wi s as rincipal Shery�l Cat ey 15Q6 Gap:Ctal Ave. ��200, Piano, T� 75D7 .(Address) ATTE�T: ' (Surety) Secretary (3EAL) �, 1�� !�. �� . Witness as ta Surety P 4 Box. 2285 F't Worth, TX � 76113 . (Address) . Red River Construc��.q�,: C�mepany, Inc L, _ PRINCRP __ ��� ��_ BY: ��—.. � `'- 1506 Capital Ave. ��200 , P1ano, T2� 7507� Cal.oniaJ. Ame��c an SCasualt and Suretq Company and Fide].i�y and �eposit Company o� Maryland � � � s��� . Tracy . ucker �Attorney in-�} P 0 Box�2285 Ft Worth. TK 76113 4 � . (.Address) NOTE: Date of Bond m�si not be px�ivr to date af � Contract (1) Coxrect Name of �antractor ' (2) A Corp�rataon, a� Par�ersIup or � � Individ�, as case may be (3) Correct name of Surety (4) � Contraetor is Partnership al1 Partuers should execute Band _ � (5) A true copy af �'oweac af Attorney shall he. attached tn Band by Attorney-in Fact �. - . . - F-5 � _, F i r r . , �I ' - t Power of Rttorney FID��,IiY poND �@�051T COh��RA�Y O� IU�A�YLAN� COLOPlIAL AR!➢�I�ICAhI CASUA� f Y ARlD SUR�TY COIVY��PlY HOME OFFICES: P.p. BOX 1Z27, BALTiMORE, MD 24203-4227 Know ALL MEt*1 BY THES� PKESENTS: That the FIDELITY AND DEPOSIT CdMPANY OF MARYL.AND, and the COLONIAL AMERICA3V CASi7ALTY ANp SURETY COMPAt1Y, corporadans of the State of Maryiand, hy W, B. WAI,BRECHEI� Viee-President, and T. E. SMITFi, Assistant 5ecretary, in pursuance of auEhority granted by Article VL 5ection 2, of the By-Laws of xaid Companies, which are set €orth on the reverse side hereoF and are hereby certified to he in full force and ef%et on the date hereof, does hereby nominate, constitute and appoint Traey �'ue[cer, '['qbin Tucker and W. Lawrence Brown, all of Ft Worth, Texas, EACH its true.and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalF as surety, arnd as i#s act and deed: any a�d a{I bonds and undertakings EXCEPT bonds on behalf of Independen# Executars, Communitp Survivors and Commumity Guardians; and the executian of such bo ds or undertakin in pursuance nf thesc presenu, sha11 be as 6inding upon said Companies, as fully and amply, Eo alI intents and purposes, as if they [tad uly execut acknowledged by the regularly elected officers of the respective Companies at their affices in Baltimore, Md., in their own proper . This po omey revofses that issued on behalf of Dalbert Tacker, etal, dated ]anuary 4, 1995. � 7'he said Assistant Secretary does hereby certify that the exuact set fg �e revers o reof is a true copy of Article VI, Section 2, of thc respective 8y-Larvs of said Companies, and is now in force. `�� �� - IN WIT[�[E5S W�IEREOF, the said Vice-President and Assistant have he �subscribed their names and affixed the Carporate Seals of the said FIDELITY AND DEP05FI' COMPANY OF MARYLAIVD and iVIAL AC�`\`� .e1N CASUALTY AND SUR�TY COMPANY, Shis 1 st day of 7uly, A.D. 1997. (o� � � ATi�S�T�. FIDEY�ITY A,r�SIT CO`�Y OF MARYLAND �3�HL � �. - " - O — � By: i ,G►a�(,lJGt/�tsa�ul Q�-•� T. E S�ni[h O srstant Se H! B, Walbrecher Yiee-President �b� � COLDN�AL�11�,ER�C UALTY AND S�IRETY C01VI�ANY � � �� �s�Ar,� _ �. � C�q� sy: ( �,�e�Q1��.t,er� �;-� T. E. Smith 7'ant Secret�rry FY, B, f�Yul6recher Yice-President StateofMaryiand ss: � CountyofSaltinwre � � On this ]st day of Jnly, A.p. 1997, before the subscriber, a Notazy P�blic of the Ssate of Maryland, duly commissioned and yaalified, came W. S. VV�ILBRECHER, Vice-Presiden# and T. E. SMITH, Assistant Secretary of the FITaEL1TY AiVD DEPOSIT COMPANY O� MARYLAND and the CpL07VIAL ANiERTCAI�i CA5lIALTY AND SURETY COh�iPANY, to me personalfy known to be the individuals and officers described in and wha executad the preceding instrument, and they each ackeawledged the execution of tf�e same, and being hy me duly sworn, se�erally and each for himself depaseth and saith, that they aze the said officers of the Coinpanies aforesaid, and that the seals affbced to-the pr�ceding instrument are the Corporate Seals of said CoEnpanies, and that the said Corporate SeaEs and their signawres as such afficers were duly affixed and subscri6ed to the said instrument by the auihority and direction of the said Corporations. IIV TESTIiV1pNY WHEREQF, I have hereunto set my hand and affixed my Official SeaE fhe day and yeaz first above written. �LdF,� � �1' ���,�' arol J. F�r Notary Pu61rc M Com sion Expires: Augast 1, 2000 CERT�'ICATE I, the undersigned, Assistant Secratary of the FII3�L7TY AND DEP03IT COMPANY OF MARYLAI�I[) and the COLpWAL AA�IERICAt�! CASUALTY AND SURETY COMPANY, do here6y certify that the original Power p#'.4ttorney of which t3�e foregorng is a full, true and correct copy, is in Full force and e£fect on the date of this certiEicate; and I do furthex cerEify that the Vice-President who executed the said Power of Attomey was one of the additional V1ce-Presidents specially authorized by the Board of Direciors to appoint any Attomey-in Fact as provided in Arficle VI, 5ection 2, of the respeotive By-Laws of the FIDELi7`Y A1VD DEP05IT COMPANY OF NIARYLAIJD and the COLONIAL AMERICAAI CASUALTY AND SURETY COMPANY. This Power of Attorney and CertificaSe may be signed by facsimile nncfer and by authority of the fqElnwing resolution uf the Board of Directors of the FIDELITY A,AID DEPDSIT COI�IPA]VY OF MARYLAND at a meeting duly called and held on the 1 oth day of May, 1990 ar�d of the Board of Directors oithc COLOI�IAL EIMERICAN CASUALTY ANl] SURETY CDMPAIVY at a meeting duly called and held on the Sth day a€May, I994. RE50i,VFD: "T'hat the facsimile or mechanicalty reproduced seat of the company and facsimile or mechanicafly reproduced signature of xny 'Vice-President, Secretary, or Assistant 5ecretary oithe Company, whether made heretofpre or hereafter, wherever appearing upon a certif ed wpy of ar�y power ofattorney issued by the Company, shall be valid and binding �poe the Company with the same force and effect as though mannally affixed," IN TESTTMONY WHEREO�, I have hereunto subsoribed Eny name and affixed the corporaFe seals of the said Companies, this tJ�r.� day af , /�( � �� �s,��' -'.q-*� Assislarzt Secretary L14�8-168-2829 EXTRACT EROM SY-LAWS OF FiDELITY ,AND DEPOStT GQMPANY OF MARYLAND "Article VI, 5ection 2. The Chairman of the Bnard, or the President, ar ens� ExeCutive Vice-Yresident, or an�- of the 5enior Vice-Presidents or Vice-�residents specially authorized so to c�o b}- the Board o� Directors or by the Executive Commmittee, shall have power, by and wiih the concurrence of the 5ecretary ar an�� one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-FacL as the business of the Company inay require, or to authorize any person or persons to ezecute on behalf of the Compam- any bonds, undertaking, recogniaances, stipulations, po�icies, contracts, agreements, deeds, and re]eases and assi�nments of jud�ements, decrees, mnrtgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." EXT�2ACT FROM BY-LAWS OF FiDELiTY AND i�EPOSIT COMPANY ",4.�rticle VI, Section 2. 'I'he Chairman of the Board, rsr the President, or any Executive Vice-President, or any of the Senior Viee-Presidents or Viee-Presidents specially autharized so ta do by the Board of Directors ar by the Execntive Cammittee, shall have power, by and with the coneurrence of the Secretary or any one nf the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business ni the Cnrnpany may require, or to authorize any person or persons to e�ecute on 6ehaIf of the Company any bonds, undertakings, recognizances, stipulxtions, policies, contracts, a�reements, deeds, and releases and assignments nf judeements, decrees, mortgages and instruments in the nature of martgages,...and to affih thz seal of the Company thereta." � _ I�� � '� �,, F�de�ity and Deposit Company of Maryland Home Offica: P.O. Bpx I227, Baltimore, MD 2I203-1227 IMPORTAI�TT l�T4T�CE To abtain information or ma�e a complaint: You rnay call the Fidelity and D�posit Company of Ma.ryland, Colonial American Casualty and �urety Company, anc�/o�' Zurich American Insurance Company's toll-free ielephone number �or information or to make a complaint at: 1-8U0-6�4-�1�� Yau may con#act the Texas Depart�n�n� of Insurance ta obtain information an compatues, cove�rages, rights, oz compiaints at: i-S00-2���3439 You may vvxite the Texas Deparfiment of Insurance: P.O. Sox ].49104 Austin, TX 78714�9� 04 FAx # (���} 4'��-1.'�91. �� PRENIIUM OR CLAIlV� DISPUTES: Shauld you ha�e a dispute concerning the premium or about a ciaim, you sho�xld firs� contact Fidelity and Dc�osit Company of Maryland ar Calonial American Casua.lty and Surety Company. Tf the dispute is not resolvecl, you may contact the Texas Depar�m.ent oi �nsurance. ATTACH THIS NOTICE TO YQUR POLICY: This natice i5 for information only and does not become a part ox condition of the attached docur�ent. 58543f(TX) (08/0I) i� , �� ��! �O�St�11Ct��� ������.Gt � �� � ,r� ; PART G - CONTRACI' T�iE STATE OF TEXAS § �, COUNTY OF TARRANT � ' ���� ��, �fl Do2, �� THIS CDNTR.+�.CF, made and entered imto ��" by and beiween the City a��ort Worth, a hona�xule municipal corporation located in TaFrant Caunty', Texas, acting � thro�gh, its City Manager therewnto duly authorized so to do, Party of the �ixst Part, bexeinafter termed "DWNER", ���� ��' �ed River Construction Co. , of� e��y o�e � O.iL�`" �tl�, , co��y fl�� � �na State of����, � , Paity of the Second. Paxi, hereinafler tazmed F � ' "CONTRACTOR". ` WITNESS�,TH: Tha# fvr and in consideration of the payrn.ents and agree�.n�n#s hereinafter mentioned, to � be made aud perFarmed by the Party of tl�e Fi�xst �art (Owner}, said Party of tha Seeond Patt (Contractoz} hereby agrees wit�► the said �'arty af the First Part (Ov�mer) to connmence and compleie certain improvements descri�ed as I fo�lows: G�TY OF �'ORT WORTH, TEXAS DQSIER CREEK LIF'�' STATION IMPROVEM�NT PROJECT `� ` PROJEGT NO. P171-070171028Q010 �,. . t= e� and all extra work coxmected tfiexcwitl�, unde= the terms as siated ia t]�e Cantrac# Docwnents, and at ]�is (tlaeir) own ��s .proper cost and e�cpense to fux�sh all the mate�Is, supplies, mac]zinery, equipment, tools, superintendence, labor, u. boncls, ir�surance, and other accesso�es and services. necassary to complete the said eonsiruction, in accordance wit� �� � all the requireme�s of t�e Contract Documents, which include all maps, plats, bineprints anci atlxer drawings and : �� printed or vvritten e�lanatory matte�c tlse�reof, and the sgecifications tUerenf, as prepared by the Enginears ena�p�a�d '� . by the Owner, eaeii af �vhxcla has 3�eesi iden 't�f'ied hy �t$� e�dorseartxent of the Cotttractor and the E�ngineers thereon, .�� tagether wx#h thh� Cantractoz's Written �'roposal ane� the other parts of the Coniract Docnments hereta attach�d, � inc�uding the Fart Worth Water Degarhnent Genex�l Cantract Dacuments and General Specifscatians, all of wl�ich �� axe xmade a part isereof and col�ectiveIy evidence and cozis�itute t�e entire contract. �. ��� �� � ��l • _ _._ _ �� , � .r �"�'�t� ,� � .::����� I The Contractar hereby agrees to comtnence work within te�a (10) days after th� date written netice to dp so sltall have heen given to him, and to substantially compleie same within the time stated in the propasal. The Owner agrees to pay the Contractox in curxent funds foz the performanc� af the conlxact in accordance with t�a Proposal submitted therefor, subject to addit�c�ns and deductions, as pravided in ttze Cantract Docwnents and all appzaved rr►odifications thexeof, and to make payment on accoutai the�reof as pravided therein. IN WITNESS WHF1tEOF, t%e Part'ses to these presents have executed this Cantract in sextuplicate iu the year and day iust above written. Citv of Fort Worth. Texas fOwnerl __ �arty nf the First Pa gy;_ .�]'�.�t- Marc Ott,�Assiatant City Mana�er Party of the Second Part Rr�d River Canstruction Co. ATI'EST: � �- _—_ �" r , � ���' � - �� � ' - - y� � ` ..�...�._�_- ._-►, - - Gloria Pearso�, City Secretaz,y (�) ��-1�310 Cont:c ��t ��utho�iz�tion t� ��o� _ . -_.. bs�� � CdI1�iaCtO�' � fil , .�/�L� - -- ter � UA1 � AP�ROVED: Dala A, �isseler, P.E., I7"�tor � Water Depar�nent � � �- - - ' $)7; \ r^ 1 �+ Dean. Porter, Chairman ` ,�� t0 O � LC :�r�l�.j�':.. _-- As tan�City Attorney -- _ � , � ."��:, G-2 ;� s+ `�� , i1 � �► , ����� � r i\ . � Pr���rt� Exh�bn� ��A"_ I)���10� P��p�r�y E������ ����� � �as��e�t �o ����r � - . 1 �=� � =� �, �.� . , =� � �' � � . `� � STATE OF TEXAS �_ ��° ,-' � . covrrrY oF T�T � � �� �'` '� THAT, L�1KE COUNTRY REAL'T'i', INC., a Texa� corporation ("Grantvr"), for aud, i.n considera�ian of the suFn 4f Ten and No/1D0 Dollars ($IQ.00) cash and other goad and valuable consideraiion to Grantor paid by the CTI`Y OF FDRT �ORTH, TEXAS, a mur�cipal corporation, whQse rnailing address is 1000 Throckmarton, Fort Worth, �`arrant Couz�ty, Texas 76102 ("Grantee"}, the rece�pt at�d sufficiency af which are hereby acknowledged and confessed, has GRAN'TED, B.ARGAIl�tED, S(]LD and CONVEYEn azxd . by these presents does GR��', BARGAIN, SELL and CONV�Y un�o Grantee, th�� certain tract of land in Ta�ant County, T�xas, deseribed xn Ex�ibit "A 1" atiached hereto and ancorporated by reference, tobether with �ll improvemen#s therean and all rigl�ts and appt�rtenances appertaining thereto, any righ�, tztle and anterest a� Grantar in and td any easemen�s, rigl�ts-of wa.y, licenses, interests, ri�hts and app�xrtenances appertaining ro th� aforementianecl tract and any land lying in any alleys or strips or gores of Iand adjoiz�.g ox abutting the a€oz�said tract oz an any to any land lying in the bed of raads or stre�ts, open or proposed, ad3oanin� or abutting the aforesaid tract, if any (herein col�ective�y call�d the "Property"). � � ' • ' ' ���, �' � � � :� �� �; P� �. � �i � GENERAL WARRANT�Y DEED � , . KNQW ALL MEN BY THESE PR�fiENTS: 0 TO HAVE �ND TO HOLD the Pt'operry, tag�tl�er with a11 anc� singular�the rights and appu�enances thereunto in any wise beXonging unto Graufee, its 1e�a1 repxesentatives, successors and asszgns to WARR_A�T AND FOREVF.R DEFEND all and singular ihe Property un�a Grantee, its legal repres�ntatives, �uccessors and assign�, agair3st e�vsry person whomsoever lawfully claimin� oz' to cl�.�e.s�me=or �ii� ��;�her�o�• ; '':- :.. . . � ..- . • - , . . . , _. _ .. __ . . �.�. '; :.r•� _ : -� . � • . • •'..i `. ' E' �• '• � , : • T '•'UVJ.T`NESS Z� �CUTION HERE�F on the �� day Qf �� �,�001, but ta b�:e�f�ti�e as �yt�i�e - � �"`- . day,�o� �%�'�.�- � - , 2002. - u� ' q _ . e . .� .i � . . :-�.�: 'y' � r �?r �.it� �� : �'�s� . . � . -tJ�, • ' � -. .-. .��.� r . . -.,a n=•:� .�l._ .. •'!'7tt r . �'.'s ��}-n.� • .. • - • 'r� . ��' ' . ' i'�'_ a:.� :t3�� •.} �-.�. % f r i� i��s: F^:�3•, � ' � � - F = . . ..:�- _;^s�:La � : �sr ;c:j- : s - LAKE COUNT'RY RE.AAT..1"Y, IN�., a Texas _ ` � . + . >: :s: ' � Ir�. ti ' ' - • COIPOTc1i10I1 � - � ' . -� . •�.�:it• ':f7ti.^�'�:ii•rf',''7. . �s_:{i': . •:: = t r. . .�S.;4Li1�.. -.iys'�rt�:�cF[� ' • , . • � � . '1 ••y •:. • • '� .:�•.���c:aG� .� �:; . <'_ .";. j�'�j _ - ,�TN' � . � � ' � _ .. .t y�'� •.�d . it� w_ _ i11s _ . . �. . :.� � r� _ , w ~: NAN�EEE: - : x •��i. . �- ..- �: � -,• - TiTLE' � " - . ' " i t ;__ {.� G DATED �E�FC�J'���• _�'a�;� �'� , ., , . � � 1�;�'" !� �s • • . �y ` ' . . . - . _ , y: a Y. E � � � F �� ��� F � r � � � _� �� � �C F �� � � �TATE OF TEXA.S § COUNTX OF TARRANT � BE�ORE ME,. THE UND�RSYGNED ALiT'HORI'�'Y, oz� th,zs day personall.y appeared Patricia Cratxs, P�resid�nt v� Lake Country�R�alty, inc., a�Texas corpora�ion, vn be�alf af saa�l carporat�on, �rno�vn to me to �ae th� pe�son and officer whose name is subscribed to th� faregoing instrument, and ackno�c�+ledg�d ta m� that he executed the same foz the purpases and consideration therein expressed, in the �apacity th�rein stated, and as t�e act a.�d. �eed o� said corparat�on. GNEN UNDER MY HAND A�TD SEAL �F aFFZCE, this the �.�ay of�.� ) 2Q01., - . - -, � ,Il_ `� � Notary P�blic, State af Texas - L`J�i i.S f�[ •�.l � rM r Notary`s Typed ox Printed Nax�,e .�f'i •f• fo � _ _.: �_;: �, �� My Comr�issian expxres: � ��osla3 .�" f;.•�` .T � , , • �'a'�; . , _.��•� _ . • . . _ • . _�w � �- , - � .:, co�M�Re� �..�r�o �rn.� s048 JAC€�SBORO �Hii�VY. -.. �o��wo�r� ��xAs 7s��s �8� �} �37 � oo� 0 , , Tract 1: HE�7Q a txaet a£ land ou� of tk�e S. N. REEb SURVEy�, A85TRACT Na. 3.3Z4, Tarrant Ccxuity, Texas, and be3.ng more particuiarly describe3 as iolYows: C4NII�NCI3+iG from a 5/S �.nch iron rod found in the South line o£ eoat C�uh Road. said iron being the Noxthwest corner ot T,ot A, Block 1, SECRBT HAR9tlR, an additian to Tarrant County, Te�ras, accord'�ng ta plat recozdeci isi Valume .. 388-118, Page 2i, Piat Records, Tarrant Coub,ty, Texasf THE[SCS NoxCh 37 degrees 38 minutes EasC, 6.08 PeeC to a 5J8 inch ixon faund on the. South line of said Hoati Club roa� 'for the PO�T OF SgGZBTNTN(3; THENCS South 84 degrees 13 mi�n�uLes 44 secor�ds East, wftkt Che Sauti� l.ine a� said 8oat C1ub itoad, 195.b6 feet to a Z 3�nch iron foundF TFIENeE South DO �egrees 57 �ninutes 45 secwnds West, 182.DQ iest to a 1 inch iron pipe fotznds � ' � TE3ENG6 South fl� degrees 45 minutes 00 seConds East, 17.80 feet to elevatiort 649. DO Inorn�ai ppal elevation of Eagla Mountai:t I.akej ; � 7'HHNCB with saa_d elevation the �ollpwing cal.ls: '- DIOR�H 70 degFees 28 minutes 52 second� West, 84.18 feat to a point; 30U1`H �7 degxees 4� minutes 45 seconcls West, 57.29 £eet to a point� N4RTH 73 degaaes 13 minutes D7 seconds West, 7R.82 f.eet ta a point; SOiY1Ri b9 degrees 18 mfnutes i7 secon85 west, 55.34 feet to a pcs3nC; SOUTH 95 degrees 3�, mitnutes 3U secands �est, 3p_20 feeC to a point; SbUTt[ 51 degrees 19 miavtes 4i seconds West, 24.D9 feet to a pointf S�U't'H 89 degrees• p9 miatites 45 secott8s West, 23.18 feet to a poiat= NORTH S6 degrees 48 mintttes 52 secouds �fest, T9.93 feet to a point, NORTH 32 clegrees ].0 minutes 4D secpz�cl.s WeeC, 1�.35 feet to a paintj NO&TH 82 degrees I8 minutes 3Q seconds FTest, 3.34 feet to a poiink: . 14SORTH 60 degreea 57 minutes DD seponds �iast. 22.84 feat to a point; THSNCE Nort& 7b degrees 43 mfuutes 00 seconcls Sast, 4.07 feet tn a 5/B inch iren found �or ti�e Southerly cozner oE said Lot 13. �lock 1: i�NCB Nort�x 55 degrees iD minutes 3A secands �ast, nritih the East iine of sa.id Tct A, B�ock a. IOp,3fi feet to a 5/8 inctt iron #ound� THBNCE Notth 3T degrees 30 minutes pD seeonds Hast, cvntiauiag with Cise 8ast �.ina of saic� 7Lat A„ Siock a, aud ae 157.90 feak� passiug a 5!e inclt ircm found for tIie Northeast corner of sai$ Lot A., 81ock 1, and c�tintiis�q, in t�.tl, 1fi3.98 feet Co tlsc� ppiHT pp �EG�AA+IIE�� and montairiang i.A57 acres nf Iand, more or �es�. � . . 1V07B: COMPANY i3083 �TOT Gi7ARA14TEE Ti� SAIA SQEiARB 84U2"AGS At�laR ACREAGE CALCULATTONS ARE CORItECR'. 'tRRL'R' 2 ; ' BEING LOT A� Bt,DC& �, T.RICE COUNTRY ES3'ATES SLCNET iIARBDR Ab}]SfiIOl�T, an addition ta Tarrant.CoUnty, Texas, accor8ing ta plac recorded iR Volume 38B-12o, Page 35, PJ.at Records, Tarrant �ounty, TexasF SAVE A1VD IIXC&PT A 0:.276 ACR� p0�T2DAj OF SAID LOT A, HL6Cli 1. beir►g mate � _ � p�rt�cukarly described as �ollowse - � COMT��Et�CiNG fram a�/a inch irnn fvund in CYca South Ii.xie of BottC Club Roacl� � s�i,d i.ron being fo� the Northeast cozner of L�t 6, B�.ock 1 an& the most ,� Northerly Narthwest carner oE said Lot A, Slock ]., thence South 39 degrees 33 i �minutes 09 seconds West. 1�14.37 �eet to a 5�J8 inch iron �oUnd Eox khe FDTiST DP ,,� $L�GINNIAiG; - . � 't1iENC8 South $4 degrees 13 mi.trutes 37 seconds E�st, 8�_04 feet to a lla a.nc'h iron set; . � . � mHENCB South Q5 degrees 53�minutiea 42 saconds WesC, 84,54 feeti to elevation � 649.00, nosmal poo2 for Eagie Moeu3tafn i,ake; � � . � TRF13C� South 69 degrees OD minutes 00 seconds i�est, cantinuing with said . � elev�tion 649.00, �13.25 Peet; , ' � � � Tti�1C� 3outh 67 degraes 0� minuCes �� secox�ds Flest, eontinuing wz�h sai.d . elevation 649.00, 60.00 feet; � . THENCE North 21 deg�[ess 0� m�zlutes 21 seconds WesC, tvith the common line oP' said Lot A, Slock x anrl Lot 1, SZpck 1, , 34.72 feet �o an •7[� cuk �oun$ th� � Che Southeasterly line of a Cul-de-saa at the end of Timber �aks Dr�ve; THENCB with said CL11-de-58C hHi.Iig wiLti a curve to tt�e 2efY. whose radius is �45,OU and whose centsal angle is 52 deg�rees 40 minuCes 04 8acrnids and whose ck�ord bears North �5 deg,raes 43 minutes 24 seconds East, 39.92 feet being a� . src Sex�gth of 4�.37 � feet to a 5/8 inch zrati fawud; . � TE[ENCE SauLk► 84 degxaes 13' minutes 3i secands East, with the Soutiaer2y li.»e af -^ said Lot 6, Hlock 1, 42.92 feet to the POTNT OI� BEGII+INING and coataining Q.276 �� acxes a� ].and or 1Z,028.91 square feet, more or lesa. NDTE: COMPANY i]p�s5 NOT GCIACtP,N3.'Sfi 3iip,T S,1szD 5QUAR13 FODTAGE ANDfOR AC$E11GE CALC[FI�ATEONS .ARB CDRREC�'. 0 0 0 �� � • �e� � I � 3 = �Z �R � " G� . - � �4 � . � Sx - � x " ' , . � :.� nzozo�9iio � COMMERCE LAND TITL� . � 4�� 6048 JACKSBORO HWY • - . ' FT WOR�'H ' TX 7 6�.35 � , _� : � � �� �=- � �`—W A R N I N G—THIS IS PART OF TF3E OFFTCIAT, RECORD---D' O N O T D E S T�i O Y ,�. s � N D E X E D-- T A R R A N T C a U N T Y 'F E X A S �r . B U Z A N N E H E N D E R S 4 N --- COUNTY CLERK O E' F� C I A I� R E C E= P T , � , . T �: LAKE WORTH COMMERCE LAND�TITLE �; . RECEIPT NO REGISTER RECD—BY PR�NTED �.ATE T�AQE � ' 20Z1fi4046 DR2A LW 03/2d/20d1 14;07 �r= f . ' � xNSTRUMENT FEECD IN]]EXED TIME' 1. D2Q�059�10 WD 20010320 14=07 CG �� �. a�- ^ ' �. ,;: , ,�'� �� ,�;� �: I� �� � �F , � , �`� i �-�` I� • ��r 1� T O T A L: DDCUMENTS: 0�. F E E S_ ].5.�0 B Y: ANY PROVISZOl� i+G'HICH RESTRICTS THE 5�E RENTAL 4R U5L OF THE DESCR2BED REAL PROPERTY.BECAUSE OF COLOR aR RACE IS 2�T�iAL=D P�1�+lIl L3NE1�7FORCEABLE UNDER FEDERAL LAW _ 0 � �� ��, �� � i• �:�. �� �. � � � � �'iiy of .�`oa� VVo�t1�, �'e�as - - � �y�� o��� � �u����[ ����r�����t��� � � � ]�ATE R�FER�NCE NUMBER LC�G NAME PAGE fi125l02 ' �_� ��3� I 3�DOSIER I 1 of 1 s��J�cT AUTH4R�Z� TNE C�NVEYANCE OF ONE PERMANENT EASEM�NT TQ ONCOR ELECTRIC DELIVERY GdMPANY TO SERV� SANITARY SEVV�R LIFT STATION Na, _. _ 9 AT D(OSIER CREEK (DOE 3075) R�GQMME�lDATION. ' It is reeammended, that the City Council: 1. Auihorize the con�eyance vf one permanent easement to Oncor Efectric Delivery Company fQr a cast of $1.Q0; ar�d 2: ARxthorize the City Nfanager to exec�#e the apprapr.iate instruments. DlSCUSSiON: - � A flDil-�XCILJSEVB �erman�nt eiectrica� distrib�tion e�semeni is need�d by O�ncor Efectrical Oeli�ery. _.Company in order ia insialf a�d maintaih a pad-mounted transformer and �ndergraund e(ectricai Ein�s ta pro�ide senrice ta� the praposed sanitary sewer iift sta�ion No. 9 to �be constructed withir� i�e €3osier Creek lifk stat�on iriiprovement projec� loca�ed at tF�e Dasi�r Creek erossing o� Baat Cfub Road (FM12�0) at Esgie Mo�ntain Lake. Maintenance o� the transformer and senrice line up to �he meter located on the transformer will be the respor�si�ility of �ncor E�ec�ric Defi�ery Compar�y. The easemer�� is c�e�in�d as fativws: - G�antor Type Leaal Descriotion S�uare Feet Amounf City► ot Fort INorth PE Part of J. N. Fieed Survey, Abstract 2,2q4 Nv. 1314� Volume 14782� Page 34�, Deed Records, Ta�rar�t Counfy, Texas The property is located in COUNGIL D�1STRf CT 7, Mapsco 3�E. , FISGAL I1�[F{3RMATIONfCERT[FICAtI(�l�i: - � The �inanee Director ce�tifies that th�s action.will f�a�e no material efFec# an Ci�jr funds. B(�:k . Su�mitked fur G�tp Manager's o��: �ricigette CiaxceWActing Originatiag Departmexat Hesd: � �. �n � . Accotix�r � � ��> l _ 61�t0 6157 (frnm)- � � ��s� � ! t � � �ourr�c � � $'[ .00 CiT^fi 3ECRETA.�.Y �: � �� . Doizglas Itademake� .�� � Additfana� Iuform��fon Contact: r-: - �;. � nonglas Rad�ma�er APPR4VED Ofi�25lOZ �� . , � ���� ���� ..- . ��. . _ . �� _ �� �uly 1, 20D2 . M�r. Ralph Schroeder. P. E., 5enior New Gansma.ction ZVlanag�x Oncor Distribatian Di�u:i.s�on � 35Dp El Campo . . gort Warth, Texas 761a7 � � �} . Re: Dosier Czeek Lift �tation Imp�ovement Prvject - - Dear M�r. Schroed�x: - �nclas�d zs �lae fully executed �uud appmved permanent easement fox the abave- k refexenced pra�ect. Please send me a recox'ded copy far oux recox�s. , Yows truly, � � . . - � � . . - - red Scatt ,� . - - Senior Land Agenf � � - � � �-- . �,� �3 �;I �F y' �� I; ��: V M r �' Y L� '4 � �� �. f 6' k � �' y� �� - E�GI�1tEERI�G DEPARx'MENT � REa[. PRo�'rY MAMac,�avt�Nr T� CITX OF FUA7' WOR7"H * 927 iAYf:QR S'Fi:EEf * FURT WORTFI. rsxAs 78302-46D5 ' (8�� 87I-8362 � F1�x (Sl'i� $71-8381 � 0 M Pristed on re�yc[ed Pa� � �, r� � �' ;# ' �, I Dosier Cx'eek Li£t Station �grovement Project Vi�'ater Aep� Projec� #P��S-070580ti800�4 9�4� �io$t Clnb �toad �:.� Volume 147$�, Pa�e 34�D, ARTC � ' THE STATE OF TEXAS § �� • § cou�vz��r o� TAx�rrr � � PE�A�+TE�IT EASEM£NT THA.T the CYty ai Fort Wo�, a municipal corporatiori of Tazraxz# Cou�fy, Texas, heFeina�ter referred to as "Cxra�tor", far x�d in eonsiaexation n£ �ne Dallar ($�.00) and �r other valuable consid�:ratianx the reGeip# af which is h�reby acknnwledged, paid to ; Grautar by OIiTCOR ELECTRTC DELIYERX CQ�k,A�IY, a Texas Corpora.�ion, locaied at i601 B�ryau 5t., Da�a�, Tsxas, 75201, hereina#�er ire�erred to as "Crantee", ��`� � daes hereby GRANT, B.ARGAZItiI, SFLL AND C4NVEX a non-e�cXnsive pe�rmanent elec�rical easement uutn GxantE�, iis successors and assiga�, includ.ing the use and p�sage in, over, across, below and alang t�e�%lIo ' g Parcel ar tract oi land szivated iu `�'� . Tazran� Caunty, Texas, uz accoxdance with �l�r�to attached, to wiii: ;g - � � � if �. , : �� :�� i P �r �f �F �` � �� � � It is further agreed and unde�ta�at CYrantee shail be pe�rmitted the use vf fhe tract af laud for the purpose of the consixttc#iv�, naaix�tenance, inspe�on, opera�ion and replacement of an underground electriaallu�e and pad motxnied. transfaxmer. Grantvr a�sa GRANTS Grantee a�1 in�ress and egr�ss easem�ni in o�dar that access rrtay b� gained to fhe above-described tract of Iand. TU �,VE �D TU HOLD t1�� abave deseribed premises, togethe�r vv�it�, aI1 and singular, the righi� and app�ntenances thereto in anywis� beXonSing, unto Grantee, its succ�ssors and assigns, forever, and �xra.utar daes here�ay bind itsal� it� he;irs, successars and assigns, to warxant and €areve�r defend, a1i a�r.d singular #he said grem�ises unto G�ranf��, its successvrs aud� ass}gns aga,inst every p�rson whamsoev�r IawFull�r clai�n.iug ox tv claim fhe same or azry part thereo� � It� i� intended by thes�: presents tv convey a l�on-E�cclus�ive kexrnaauen# Ease�nenf t�rto Grantee to naaintain aud repaix �e abave i.mprovemen#s and �or any other Iegal purpase wi�h �he usual riight oi ingress aud egr�.ss in �he necessaty �.se af such 1�TonvEgclusive Pe�anent Easemen�, in and alo� s�i.d p�r�mise"s. �F SS WHEREOF, Cxrantor�s) ha�e caused tbis ins#�nament to be executed on the ����day.of �"'ean� C� _ , 20� z- . GR.ANTOR{5}: • � r t s � ' � .a�.� � � � � .�•- THE STAT� OF TE�AS § . . § COU�TY OF TAI�RAN�' § - ACSNO'WLEDGEMENT �EFORE 11�E, ��s-�.��s�. C��.-�� , the undersxgned a��aritp, an fhis day gersona�ly appeared i�ow�a (��"` � , �awn to me; or proved to me to be tl�e person whflse aame is subsc�ibed to the faregaing • .:�str�nent, and ackno�v�+Ied.ged ta me that hefshe executed the sau�e foz the purposes and consic�.ratian therez� expressed. - GTVEN i7iNDE� }.VIY HAND A,�D SE,�.L OF UFk'�CE, �a,is the ��� day of . -��� , 20 � �- . �o��""�� PA�'f�EClAA �ARGI/� i � � *.i NOTARY FUBIJC �� J • '",4� � Siate of Texas , . � � �� � �.�„o���Comrn. Exp, 03-3�-2005 � otat�► Pl1bS�C, State o� TexaS , .�„.�.�„., .�,�P.. ., - �'. ��G 41�Z My Ca�ssion exp.ires on the �� day �f � � , 2 r 0 � n � 't �. I �-: ��R����TH Real Property Descripfion � JFor an Electrric Disf�ribntion Easex�aent ' ' To serve City of Fort Wort�t 5anitary 5awep Li�it Station No. 9 at Dnsiear Creek �c A parcel of land out of the T N Reed Snrv�y, A.bstxact No. 13 �4 situated i�n Tarrant Co�uty, Texas and . . being a parti� of�at certaia �.457 �c�re Tract o�land as conveyed ta the City of Fort �orth by deed. rccorde.d iu� Voluwne 14�82, Page 34U, De,ed Recards, Taxrant Couoaty, Texas �or the putpose of �= constructing, mainlaining, aaad operating an ele,cbric distr�bution line atkd iis a�urte�ances, and beiIIg more , particul�ly descn"bed as follows; �-', " Begin�ing at a 1" iron rnd found far thenartheast corner of said Traci asxd being in the existirsg south right_ of�way 3iue of Boat Cl�b Road (also �aawin as F.M. #122Q) said so� rod sTso tseing the n�hwest cozuer of � that certain Tract to �e�a►e1b W. Hamm�v.�d by deed recorded i� Vo�ume 11457, Page 690, i?eed Rscords, T8[T�lt C4�ty> Te��S� . t � �r �� �� �- � t° � �; �; ��_. I; Thence; with ihe easi �we n� said Trac� South f?0 degrees 57 minutes 4S seeonds West, I 16.53 feet �o t�Ze most easte�rl.y southeast coxn�' of the herein descrfbed pareel frvm which a 1" iron piQe £�und fo� an�le point in said. esst line bears South 00 degrees 57 minute.s 45 secands We� 6G.22 �ee#; Thence; deparfmg said east Ii.ae, North 8$ degXe�s 57 znii�nuYes 04 seconds West, 9LU fee#; T�ez�ce; SouHi Ul degrees 02 minr�kes 56 seconds Wes�, 2.5 �; - The�ce; �a�h 88 deg�ees 57 minntes fl4 seconds Wes�. �5.0 i�; Then�e, N�th 0� degrees 02 minutes 56 secands East, IS.� fee; Thence; 5oufh 88 deg�ees S7 �.uinutes 04 saconds Eas� 15.0 f�e#-, �n��; s�tn a� �gr� az �,�t� s6 S�ona� w�, �.s �; Thence; Scnith 88 clegrees 57 mmutes 04 secnnds Easi, 84.98 feet ta a�oint bein:g i0.0 f�ei west ofthe esst I'nfe �f said Tfract; 'i�eaice; with a�iue 1Q �et w�st of aud parail�i with saad east �iwwe, Na,rth 00 degrees 57 minutes �5 seconds Eas� 10736 �eet ta ifs i�ute�:secbio� vv�13� thenard� liue af said Tract and being ia. the �isEiug so� righ� of way i.iu6 a€Boat Cluh Rasd, froan. vuhic,�. a• 5/8" ixon rod with glas�tc cap marked "A.N.A." foaao�d at it� . no�wesE cornes bears No�th $4 �ag�t�ees I3 minute� Ah seconds Wes� 1$5.03 fee� Tbe,�ve; with'thenorth line af said Tract aud said south righf-nf-way �u�, South 84 �ree� 13 mi�utes 44 secaa.ds Fras� 10.04 �eet tn the pIace ofbeginnia� and cann�g 2,�09� square feet of Iaaad sn� a� less. �iirveyed o�. �e gXotmd iu May of2002. �; ,= Beari�tg Bas�: Th� Narth Iine of said xk�act as conveyed ta #he City ofFort W�rth as fioiw� n o� tha grrnmd by a 5/8" � rad on the Nortb.west corn� eud a I" iuraoa zod � the Na�th � �'� South 84 �ege�es 13 �in�es 44 sec�ds Eas� . � _ �' - ��E � t•� � �� ENGINEERI1�iG DEPAR�'�T � SuRv��r A�v1s�oN �`r Tt� CrrY oF Forcr WoxrH � IOpO Tz�oc�soaroH STt�Er * Fa�r Woe�, T�as 76I � (81'� S7I-7925 � �'Ax (8l7} 8TI-8S45 � �d�. ���� � Pclnled au reeycted nnaer In accordance with the Texas Board ofr �rofessionai I�d Surveyin� Ge�ae,�al Rules ofPzocedures and ` Practices, 653.19{9), t6is "reporY' consists of the i�erein desc�c�ibed rsai.prc�ertY description, and a�ouuap of r . survey b�ing attac�ed hexewi#h. . DA.RHI�-ZBNM3075240i.I7C3C . : - � . . � . ,. ' . �: �- llf/'l1 .__.,_�� . .��, .�....��y �. _ ,�� - ._�� �,...,�� ��.. r ..�,,�� .�_ �" ,�. ��;p �� � ��` �,. •.'10 �_ ,�.qS _ ..'?el i ayl �.�E( _' 4I r.- — �=.?.` Ir --� .� � - . _ � n �- . ' . �! �-^- -I _ . . " � - � NOiE: In accordance with #he Texas Baard � �.�8' � o�� � ' af Professlonaf Lar�d 5urve�ng, Genera! ' � �� � R�les of Procedures and Prac�iaes, 6&3,]9(9). � (g ��i � �� " This 're orE" consiats of the map as shown ��Y J N R��DD SUR1/�Y ��� 1314 �� � , � - � � � �f. . � ' �� .. , �ARJNQ B� � ' � ��i �� ' hereon, �d rea! prope�ty descrlption, � �� S�`' 3�� � �� �ALL 195.66' . 10.04' bemg attached herawRth. .. �� � , � 5/8' I.R.F. . — �—.� .� ` ,. w/c,� ��� "�r�A' � � �P,O.�. s/a• ��.F � � � �c�o��rrx'nvG n�s��rorr W/CAP hIARKED 'AKA' . ' 1" I.R.F. • �1� COiiNER IAT A. BLOCIC 7. . SEt��7' HARBOR Aa�IlION �L'�T O�TN'E�t: w VOL 388-12D. PG. �, P.�.,�c.,r. �•� �� ���o�i� • A�I'A�tE3�dT O�fNEl�- F,�, � +... $ sa J�'o+i'� � � �� "�• 15� . 1 g OI` Secre�p Comtpact No. 2fi348 ' 9oY. ��782, ]Pg. 34� D.R.,�.C.,T. E1.ECTRIG �[STRIBUTION EASFMENT ���304 S.F. +/— s qi �az�ss• w 2.5 � � 5 88'5iO4" E � K oiv��,`ss' � � • � sase� ' �rau� N 88'STD4" W . ���� �� N $8'S7'04' W 2�1'02'38" 1N ' N:�.S. ��' Rx'� RIATa Beb�: :XE N4RTS LIH� OF T�` TB�GT dS SSOFIN ��N Fom�m �o�z� o,�r r.�s �o� �� s/�� rxorr son ox � NO$TS1P�S1' COEHER �4D d 1' �N ,ROD OM T�S' NO&T�T CaRNER 20 o zo T ao sa �� GRAPHIC SCALE IN �''EE7' s��o an zr� c�av+m w�r�Y aF zoaz � � M �o g�� z � � �� � a� � �� �y �o � � to' �- 9 0' � �, . �4'LT,�e�t�7. N. H�O�S� �ol. � 1457 Pg. 6�D : D.R.,T.C.,7C. } .-,,,:�.�. SC�; �" = 20' �[A]P OF ��TI��V�EY ST���� �' A P�O�OSED EI�,.��TkiIC �Di�t�BU7�ION EAS� U I 'PO SERYE S��ARX SE�PER' i� S'��.T%QN NQ. 9 , AT' �30SdER CRE�K AND BE2NG OUT OF T'SE 3.N. REED S�YEYa A—p31�, AND B�F{� d �po�ax v� ��� ���rr �.��x �c� �c� AS CONVEXEA �fl �SE Cg'1`X 0�' FORT 1►�� SE BY D�D R'CCORU� ]�T YOL� l.4782, PG. 3�A, D��A i�C0It�5. '�iS�' COiIDI"`Y� T�XAS o; . � i' ?{P� FOUPdQ � , 1 4 a� _ � '� $; 14eca,rdi�g infa��tza.a shn� hereo,n ..<, s/s- i.R.F. � ��t reT]rese�t ,curr�at o�ersh.iT1. 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C.a. ��[uG�vb6��� 3�c�'a�na . , �� ��cT¢�� " . �.e� �a� �� o c�� n��7�6a� . � � � �' � . bGiLC � w0 !N OwN � ' ' ' � � ' ' � ' � ����1�1 �� 6���' Geotecla�nical R�port Prepaxed By: Landtech Eng�neers July �00 �- .�T P. � �� �i i � : �d �_- ; �_ _� :I� ■ :� � - a k� 1 • � a � �.. � ' ������� �����1n�� ���� ����j�� ��� � ��P���1������� P���1��� ���T ��1�� ���� ��f�� V�i��t�°�� �`�� . ������a ���_ `�� Gi�.y � F�e� 1�lor� Jul� �0�'� 0 �{ � . ' . ' � ` - #:Y � _ 5"� �. � . - � � � _ ��. � I,� . . � � � �: � � - �. IJ43dDlEC �GlPi�ERS. LLC ,�sz ,�� ������ �S�D E l�oop $ZU South. �ot! Worih.'iX 78919 8'�7.572.3827 �ax 817.561.5�85 i' � � . � I� i � ,- � 0 " � � �� Il����� 1V:Ir. Ch�s Harder P.E. Water Depat�me�, Engineering S�rv'ic�s �b.e C�.ty ofFaart Worth 1000 Thr4ckzz�orton Street Fort Warth, T�as � 7610� (8 � 7) $'l3. .824U Vaice (8�7} 87�.8195 �a� C3�p��C��E�GA�,1�6d'��il�A�I�� Lake Counfir�r �sra�e� L,i�t Sta�ian R1a 9�m��odemen� �Yoj��� Bo�t �lub Road , �or� �'er�h, iexa� Dear Mr. Hardex: ` The results of our geotecbx�ical investigata.an for the proposed I,ake Country Estates Li$ Station No. 9 i�provemen� prajeci are presented rn tb.e foltazvin� geoteahnzcal en.ganeering report. Recoxnmenda�ions for �'oundafiions and la#eralloads are provided in fihis report. _ ' The study has been cond.ucted in general agreement with our p�opvsal (No. 2I13) dated Jui� 2, 2001 and your au#horization received an 7uly 2, 2041, The �rty Ppojeci No, is F,S. 58-0'7058(}280020. � �e appzeciate the oppnrtu�ty ta provide geotechuicai engmee�ing se�vices on your prolect. Should yn��e� queskions, or find we ca� be of fiarthex servsce, please Iet 7��a /��r 4 /g /� MO �V Y1• ��w�� !+� �C L���. .. rr f"1's " '�:+� Ya � � � *: � . �� e Sinc�re�Y, � �: : � �•.i'HOMAS�D: �B,q{(�}�... . � �. �, 40�60' _ c�.�' - ���4 V OQi�aa�r�� �- � � � !i / Thamas D_ B�er, P.�. _PrincipaI, LANDTEC ENGINEERS, LLC Copies submitted� 4 � ; r � ` i fA�f3TEC ENGZNEERS, �LC �¢J�O E. L.Od�7 �2D S. FOIf WDi1'h, Texas 76119 817.a72.3627 � Fax 6't7.5B'f.548� Tuly 24, 2001 Project No. 204-5 C:1LandTeclLfff S#a. 91204-5LS9.dac � �ca�� �sT��s �� sTA�zo� �ao. � �[PRO'�"EIi�EN'a' PROJECT BO�,T �X..YJB R�� � FORT ��1tTH, TE� . . Prepared far The City of Fort Worth J�ly 2QOl. 0 P1'�SI'� � . LANDT.�C ENGIl�IEERS, LLC , 5450 East Lomp 820 South Fort Wort��, Texas 761.19 � Rspoxt No. 204-� .� � � $�- - .� _� �� � �. , r ; �` ; �-�� ��k �, . :� �� , �j r � �- �. i p I� �.. �'F �-� � I,' � �' ;, �s � �: ,u �� ��, ; t� � i '� � i� �t m ���`��'� 1 lNTRO�UCil�1Ai 1.1 Praject Description 1.2 Purpase and Scope - 2 �IEL� EXPI�ORA�"10P1 A�D LA�30RAYORY YESilPI{a 2.1 �'ield Expinration 2.2 - i.aboratory Tes�ing 3 � SU�SU��1�C� G�NDliIO�E�� 3.1 Stratigrap�y 3:2 Grotrndwat�r Observati��s 4 L�1�T SiAT10� RE���1fl�R1Df�TIAP�S 4.1 Foundation Type, Deptk� and Allowable Loading 4.2 Lateral Ea�#h Pressures 4.3 Bacicfll Plaeement and Campactivr� 4.4 Excawatians � 4.5 Ground Water 4.6 Excavation EquipmeRt � ��TbY�d�1�F� 5.1 Site Preparation 5.2 Place�ment and.Compaction 5.3 Non-Expansi�e, Se[ect �ill 6 �91�SiR[1����R� 1��i�ITQR1�� 7" 'CgP�DIi��NS .�PPENDIX A C:lEandTeclLi�S€a 912RA-SI.S9.docld}7-0lydr:l ].I � 1 1 � 3 4 5 � � T 7 � _ $ 8 � 9 9 '[ 0 '91 19 . 11 13 � 1� 1� ������ �'_ �r� � - ��° � - ��� � i F� P EI ��� �: , :E St �, �1.� �r�j�ct ��sc�iption � ������������ This report presents the results Q� a geatechnical investigation fo� the proposed Lake Cauntry Estates Lift Station. No. 9 impravemen# project on Baat Club Road 'na Fort Warth, Texas. Tli� project is Iocated on #he south side of Baat Club Road at Dosier Creek in the northeast part ofEagle 1�Iountain Lake. ,An existmg lift station is adjaceni to the proposed szte (sligh�ly northeast). The project will consist of a cas�-in-place conc:rete lif� station with wet we�l dimensaons o� appro�dmate�y 18 feet�by 21 %et. Ths bottozn o�th� wet we� will b� appro�nately 25 to 30 fee� below existing grade_ � . Durin:g ihe time of our field �xploratian, the propased new lift sta�ion site is ap�naxin�ately `� ' ' 60 feet west-southwest of the existing 1 S feet by 15 feet lif� statioa. The immediat� area is � lnwer than. Baat Club Road and is vegetated. The boring was mad� alang am unpaved access road. '1:� �urp�s� �nd S��pe The p�pase of #his geotee�nica.� study has been to de#ermine th� gene�al subsur�e conditions, e�aluate the engineering characteras�ics of the subsurface materials encounte�e�, aud �deveIap z�comm�ndatio�s �or the type or types nf foundations s�it�ble � - for the grojec�. ,F _ �,- To �ccomplish rts intended pwrposes, the study bas U�en conducied 'm the follawing `r pbas�s: (1}�dnlling sarnple borings to d�texmine the general sub�iace conditians a�fd tn �� . � abtaix� samp�es fo� te�ing; (2) Perform'v�g �boratory te�ts on apprapriate s�.mples to L� deter�rins p�rtine�t engine�ring properties of#he subsurf�ce materxals; and, (3) Performing � C:ILaadTenlLi$ 5ta. 917A4-SL39.doc�tYl-011dr:1 � . 1 �� . - : ' $ Ll�i�l���� enginesring analyses, using the field and Iabaratc�ry d�a to devetop geotechnical - �ecommendations for the pmposed construcfion. r . I , � C:lt.aad'Tecli.iR Sta. 91204-SL$9.docrD7-011dr:1 � ��.����� , .� , �._ N� '� , �'�� � . -�; � ����� ���������� /�l�i� �0������� ������� �.� �ield �xp[��a�ion '�� Soi� azid rock conditioz�s at the site were eval�a.ted by means of one horing made on �uly � 7, 200� with a truck-mounted drill rig at the lacation �udicated on the Plan af Barings. c��f � The log of th� boring shawing #he types of soiIs ant� xocks encountered ara presented 'u� . � APPENDIX A af ttris report. Soit and rock descx'iptions on the boring log are a �� � comp�atian af field �data as well as from laboratory t�sting af samples. The stratification �; , ]�ra�s represent the approximate boundazy between sai� types and the t�ransi#ion can be , � �_ . I ; graduaL .'i � �� . : ,. i , . !; �: ,'�-�; ;� � F� �: I i �, a � �� 1� R�latively undisturbed samples af cohesive sa�s encountered in the borir�gs were taken by xapidly pushing a 3-inch OD thin wall Shelby t�be sampler (ASTM D 15$7) a distance of a�,y,.u,�.:�ately 1 to �-1/2 feet into the soi� w�h hydraulic cylir�de�rs from the dxill rig. DepthS at which tl�ese samgles were taken designafed "U" are indicated in the "Sample" coIwmn o� the b�ring �ogs. A$er a Shelby tube was r�covered $om a b�ring, �'ie sample was carefully extruded in the field, examined visnally and logged. A. represantative partion was selected, wrapped and sealed #o prevent l.oss of maistuze anc�. to gzateci the sarngle dwr�ng transpartation. Estunaies of the consistencj► of the cohesi've so� samples w�re obtained in the field using a]iand penetromet�r. The rese� of a hand penefixome#e� W reading � recorded a# a ca�respandi.ng depth ix� the "Pen�.'ometer, TSF" cohunn of the boring logs_ When #he capacrty of the �aand penetrome#er is excee�ed, tb.e w�tue of 4.5+ is i4'CQYdC�. The limestanes were evatu,ated in pla�e by the TXDQT cone penetromeiex tesf. Either the nur�h�r a�blows required to produce 12 incbes ofpexzetratian, ox the mches ofpenetrat3an � C:V.�adTeclLi�Sta. 91244-SL59.docV67-Ulydr.l �� .� �� � 3 ���'��� 0 : due #0 100 blows of the h�mer are noted nn the boring logs des�gnated "T" in the I � "Pen.etration I�es:�tance° coluBza. , Periodic observatio�s were made in the baring ta deter.m�ne the depth of grvuadwater after corn}�Ietion. of these barings. Groundwater level rsadings at various dates after � ' campletion o� the boring are noted on tk�e respective �og. Grvundwat�r le�el �measnrements re�er only to those observed a�k t1�e tim�s and places uYdic�tea, and can vary with time, geolagic condition, construction activity, rainfall and o#her factors. �o� L��ora#ory %s�ing Repres�:r�ta.tive samples of the soils weare tested in the �aboratory. Liquid limit a�d pla�tic limit tests {Atterberg iimits} (ASTM D 43 I S) were performed on soil samples fcom ths t�orings in axder to c�ssi�'y them accordang to the Unified Sa� C�sification System (ETSG� �ASTM D 2487). - . Strength properti.es of the �oil were eval.uated by pezfornaing iinconfined caxxx�ression tests (ASTM D 215�. The resu�ts o� t�ese tests are xeported as Qu values �in toz�s per square foo#). Moistwre a�d der�si�iy de#erminatians weare aisa mad� on samples to deternaine the m situ conditions. Results of the laboxatory tests are p:resentsd on t�ie bormg log- C C:SLand1'ec1I.i$ Sta. 91294-5LS9_dacl07-Dl►�r.l Q' . ������ } i � �-- . . �-•> n �7 ����k�I`l�/�'A�r� tid'�l����1VL�IJ �.'� St�a�igraphy t�� Specific t}+pes and depths of subsurface s�ata encauntered in th� bozing are shown on the ; attached baring log. The generai �ubsurf�ae canditions encountered in the baring co�sist . . �; � ��` � �; . .�-.: � � ��: ' � �T � +I Y f �-R �. i; L' �� . � ,, �� �!, � > �. . ��: ; �� ofthe followu�g: Boring B-3. encauntered approximate�y � feet o£ b�own clay wi�h limestone fra�ents. From appxoximately 4 to S feet t�ie materiaLS consisted of browx� and tan ciay and limy elay with Iimesto�►e fragm�n#s. From appro�mately 5 feet. to approxunately 9.5 feet the materials eonsisted of tan severely weathered and weathered limestane with interbedded limy clay seams and layers. Belo�w approxirr�tely 9 feet the prunary gray l.i�mestone wifh som� interbedded gray to dark gxay �y shaIe and shaiy �i�ies�one seams and �ayexs was encounter�d to ap�roximate�.y 32 feet belaw existir3g grad�. Below approximately 32 fe�:t the mat�rials consisted of �ay si�ty �la.yey sand {Packsand) ta #he cnmgletion depth at 40 feet belvw existing grade. 3,� G�eund�+a��r �bs�rrsa�i�n� Groemdwat� observations made in the bormg indicate the presence of shallow perched water at the b-foot depth, wrt#�in the t�t severely weathered and w�a.thered �estone. By the t� the boring �vas ad�anced ta 1.5 feet, seepage uato the open b�rehol� was not observed. It ap�ears��he �shallow seepa.ge was perched wi��ia the broken and fracttued �thered Iimestone, abo,ve the massive hard unweathered gray �imestone. E�erience with s�a� siratigraphic canditions inclicates tha# wa�er tends to flow a�.ong the top and through t3ie upper weathe�red zone of the limestone and that the qua.ntity af grQundwatar seepage into the faundatian excavatinn w� vary with area rainfatl. � ��f ,� C:�n�ffFecl3.i$ 5ta. 913OM5LS4.doc1f17-0lld�: I 1 �� . � �¢ � ������ . �Vater traveling �3arot�gh �he so� (subsur�ace.waier) �s o$en unpredictable. �'�us could be r due to seasonal changes in � g7coundwa�ter and due to �he unpre�ictable nah�e of groundwa�er paths: Therefore, it �s necessary during cox2stniction for the contractor to be observant for gro�c�wa�er seepage in. excavatian� in ord�r to assess the situation and make necessary chan�es audlar recommendations. Fluci�uations of t�e g�roundwater level can oecur due to s�asonal �va�zations m the amount af raznfall; si#e tapography and ninoff; hydra�ii,c conducti.vity of so� st�ta; water Ievels in the ad,�acent 1ake; ,and other factors not eviderrt a# the time the bor�g was performed. The possibility of gro�ndwater level fluctua.tions and flooding should be considered when . develop�g the design and constrtiction plans for the praject. ' _ � . � � a c:u[.�a�r�..� s�. �ua�-s�.s�.a�rm.oi�;� b ��i��`�� �., I �j - � �. ��, �� - �i �. ,� 4 Ll�i ST'�ii�� R�COIl�I�IIY����TI�I�� 4.1 �oundatior� Type, ��pth and Al�ow�ble �oac��r�g The lift. statio�. struatuxe will b� constructed approximate�y 25 to 30 �feet belaw eaosting grade withi.n. the hard gray limestone. For a rx�a.t foating b�aring at tk�is dep#3�, an allowab�e �aearing pzessure of 20,QaU ponnds per square �oot can be used to size the footing. This bear3ng va�ue includes a safety fa.ctor of three. In order to utilize this allowable bearin� value the footing excavation must be observed to deter.mine i€ soft, inn.ist saiLs are preserrt. If soft spots are �observed, th�y shouId be over- excavated and back6.11ed with Iean concrete or cru�hed limestone base materiaJ. (AST'M #57 Aggregate). � . The faoting excavations �nust be ma.intained at in situ moisture, i.e., not allowed to dry � out or become wet. In order ta accomplish this, it may b� necessazy to place a Iean concrete `�t�d s�b" to protect the s�rface of the �earing material from c�nges m moisture. �'b.e mud sIab sho�xfd b� at least three (3} inches thick, usFng a 1,500 to 2,OOD � � - psi concrete m�ia�. • Foo�ing excavations should be abserued ta deiezmine t1�at alI excessively loose, soft, or othe�rwise undesirable materials are remove� and t.ha� foundations w�l. bear on satisfacto�y material. Soil exposed tu the bases of aJ1 sati�'actory fnunda.tion excavations s�iould be pzotect�d against de�rimental cbange an condition st�ch as from distu,rbance, rain, o� �XC6551VB L�Fy311�. Sur�ace nuao� should be d.iained away from ihe e�ava�ior�s and not allowed to pond. � � C:Ii.anEtCcclLiftSt� 412045L59 docW7-014ir:f � Q��I���C �.2 L,aferai �arth �res��rr°es The e�erior walls o� �he li$ s�atio� buz�.ding will serve as earth reta.inin.g walls, as backfll. is p�aced. Therefore, the walI� must be deszgned far lateral pressu.res. 'VVe understand t�.ai the lift statian walls wi]� be designed far the a't-rest, undxaine� condition, since the area 3is subject to flooding. The excavated area between #he wal�. and the' �xeavation face shouId be backfilled using select gran�Iar bacl�ll materi�s (liquid Iimit in #he range of 35 or less and a pIasticity index m th� range caf 4�0 12). Utilizuig gran�ar backfill materials the at--rest late.ral gr�ssures against �he wall may be taken �s axz equivaient fluid press�e a� 50 pounds per cubic foot, per foo� af d.epth a�ve the wat�r iable and 95 pQuncls per eubic foot, per foat of depth below the design watez level. Tf onsite cIay backft� is used, we recommend an at-�r�st Iatexal gzesstzre o� 105 pounds per cubic foot belaw the �vater table: � The Jocation and magnitude a� pexmanent suz�charge loads (if ,present) should be - determiaea, and the addi�ional pressure generat�d by these loads such �s #he weight of -' construction equipment and �vehic�a� Ioads that are us�d at the tame the structures are bezng bu�t mu�t also be cvnsidered in the �esign. The equivalent fl�ud pressures, given here, �.o no# include a safety f�.ctvr. - � 40� �ack��li Plae��n�ni ��d Co�pacti�n The backfii� material. shc�uld be placad zn maximu�tn Q�eight (8)�inch lifts and compacted to a density zangirxg between 92 and 9$ pexcent of ma�iinum Standazd Proctor (ASTM D 698) dry density at a mais�ure cornent rangzng from one (1) percentage pomt belo�r opfi.imum to four (4) gercentage points above o�#imum (�1 to +4) far the backfill matexiais. Caufion should be e�ercised not to ovexcompact the backfiIl. Ov��compaction c:�,ar��r.,�s�.9�zoa-s�s�.��wx��`a�:x 8 �I��VI�`��C. � , � :' • � �-: � - �M' . will result in excessive �atera� ea�rfih pressures. Hand-operated tampexs or other �' lightweight compactors are preferred in the three-foot �rea adjar.ent ta the wall.. ,� . Cflnsiderat�on shou�d be given to placement of a re�.tively imp�rvio�s so� ut the uppe� �,` layer of �he backfill azound the exterior of the structu�e �o�e the puxpose of mmmaizing the - a�nount of u�ira#ion af the vutside suz�ace wa#er. It is recoznmended #hat the uppermosi � eighteen {1$} inches afbackfi�I �ter� consist of a sandy clay ar clay witb a liquid limit in the range of 35 to 45, a p3as#�city imdex in th� range of 20 to 25, and the amount passing � the No. 200 si�ve greater than 50 percent. The ground surface should sIope away from th� struc#�u� on a graciient of 1-1I2 ta 3 pexcent, such tha� sur�ac� water does not pand ,�r� �.djacent to the sfructur� wrthin the backfill zone. ��-: •r ,� � .� �� � f �� • 4.4 �xcadations The stability of slopes is affec�ed by weathe;r- conc�Zt�ons, the excavation depth, adjacent stnictures, coz�stn�c#�on eg_uiprnent, and the �ength of time the excava�ion will remain apen. In all cases, the requi:r�ments of the Occupatianal Saf�ty and Health Administration (OSHA) must be fallowed. Tt is important for tb.e contrac#a� to moxiiiox the s�ope s�abx7'xty by observafian and �easurement, and to grevent excesszve loads (especially heavy vibiatory loads} from being applied tv. t7�e slape. The cor�ractor shoulc� be responsihle ft�Y maintaurin.g the �lopes an a safe condition during construc�ian a�zd the us� of s�ope stability moni#o;ring eqaipment �,s recon�mended. This report. ]3as not. beez�. pirepared for tr�nch safety and/or excavation s�.ope design. ' '� . �.� C�rOIln[i �Va��� �� 'k Dependiug on #he tim.� o� year and weather cflnciitions dt�ring eonstr�ctia�, grovndwater � w�ll be encou�rteaced wi�Jain �he eaccava.tions. Basically, it is anti�xpated the grouad wa#er can be allvwed to ciraifl. into a�zmp or ditch within the exca�ation and #1ie water caa be pumped ouk. The dec�sion as to the :rn.eth�d for handling graund water, depends upnn C:1'Land7`eclLiff Sta 91204-SLS9 doc107-0lldr. [ i . �1�� ���� s�tch factors as the soil characteri�tics wi.thin the excavation depth, site hydrogeolagy, �ha � s� and depth of th.� exeavation, method of excavatzon and side slopes, the proxin��ty of �xi�i� s�ctures, their depth and foundatian type, ancl �he design and �unctian of the proposed struct�xe. Cho�ce of a particular method or a combinafion o� metho�s for dewatering any given excavation w�l reqti.ire an a.na�y.sis of the subsurface soi� and ground--water condi#ions, the requirement$ of the wark, and the cantracior's experience with dewatering excavations. Once these facts are known, conside�ration can be given to the variovs methods avaiIable far hand�in� graund water aud a s�lectian can be made as to a suitable methfld_ A eertain amount of flexab�rty is importani in the dewatez�ng process. Although a geotech�ieal study has been made, some unat�ticipated subs�'ace oonditions could exist. These unexpected conditior� frequently requnre that addrtional expe�.ditures be naade by ihe owner to attain a properly designed and constructed project. ' �.� �x�ava�ion �quiprn�n� In general, it is anticipated that the ave�'burden sails {clays} can be_ excavated with o�clinary excavat�on equigment and effort. Based on owr exp�rience, the tan. weathered . 1im.estone and �terbedded lim�stone ancl clay will require significant add�tiona� excavat�on effvrt, such as large �irackhoes wi�h rock bucke#s a�d/or ho�-ra�s. The hard gray � limestone (i� som� cases lig�rt taa and light gray} w�11 alsa require greater excavataon effort F including rack tooih buckets and hoe-•rau�. C:1l.ancCFecl�.,iSSta.91204-SIS9.doc1D7-0l�dr.l IU . �..�I��'�� �" , i� �'' -_ � �RiH��RK �.� Sife ]�re�aar�fiion . We �nderstand the lift s#ation site ma.y be elevated somewl�at to establish final grade. The hui�din� site sl�ould be str�ipped of vegetatioz�, �raots, old c�nstruction debris, and ather arganic ma.terial. �t is estimatec� that the depth of st.rippmg wilt be on the order of ��0 6 . inches. The actual stripping depth should be based on fie�d observatioL►s with particular attention given �o oId dza�zaage areas, uneven topography, and excessively wet sai]s. The stripped areas should be obseived ta de�errmue if additional excava�zon is requ�red t� remove weak ar othezwise objectiana.ble xna.teria� that would adversely affect the fill plac$znez�.t. �-e :, �� ��� i ; The subgrade shou�d be fmm and able to suppvrt the constructian equipment without - displacemen�. Soft ar yieid''mg subgrade should be corrected a.nd made stable befare cons#ruction proceeds. The subgrade should � proof �rolled to detec� �roft spo#s, w�icii i�f exist, shauld be :reworked, Proof xolling shouId be perfarmed us�rn.g a heavy pneumatic tiretl roller, loaded du�np tnick, or s�ar� piece of equipment weighing approxixnately 2� tons. The proof ro�ling opera#ions should be observed by a geoteehnical engmee� ox his . representative. . Prior to fill placement, ihe subgrac�e �wuld be scarified to .a ci�pth of approximately six (6) inches, %is inoisture cantent adjusted, and �ecompacted to t�� d�nsrty spe�ified h�rein for fl1. �.� Pl��e�rnent �nd �orr�p��tEo�r Fill matexial sbould b� glaced "m loose ]i.$s not exceed'mg eight (S} imches in uncampacted thicla3ess. �he filt mate�ial. shauld be w.xiform with respect to anaterial type and moish�e cflntent. Clods and chunks af mat�xia]. s�wu�d be br�ke�. and �he fill �eriai mixed by e:1La�%clLift Sta. 9120+t�SL59.dockl7-011dr:3 0 1f LAND��� � disZdng, blading, or plowing, as necessary, sa that a rna�erial of unifa�m moisture and � � densrty is obtained for each li-ft. Water required �'or spr�nkling io b:ring the f� matezial. to th� proper moi�ture cvntent should be applied eveniy through each Iayer. The fl�. material shauld be compacted ta a minimum of xiiriety-five (95) pereent of the maximum dry �ensity detern�ined by th� Standard Proctor test, ASTM D 698. 7n conjnnetion �vith �the compacting operation, #he fill ma�erial should be braught to the proper maisture content. The moisture content for on site clays used as ftll, s�ould Yange between aptimzun moistur� a.nd five {5) percentage points above optimum (0 to +5). � For non-expansive soils (plastici#y izkdex ranging from 6 ta 1�} used as fi�, the moishzre content shou�d range f�om two (2) petcentage poi.nts below optunum to five (5) percentage paints above optiznum (-2 t� +5). " Field dens��ty tests shouId be taken as each lift of fill materiai �is place�. As a guide, one - : field density test per lift �or each S,UQO square feet of campacted area is recom�n�ded. For small areas ox critical areas the frequency of testing may need to be increased to one tes� per 2,50Q square feet. A minimum of two tests pex li$ should be required. Th� earth�wark operations shou�d be obseiv�d and . tested on a continning baszs by an expexienced geotechnicia�n, w�rking in conjunction with the project geotechnical engmee�. �ach lift should be campacted, tested, and apgrov�d before anothe� �ift is added. The purpose of th� feld d�nszty tests is to provide some indication � u�►ifo�m and �quate compaction is �g ob�aizted. The actua� qualiiy of the fill, as compacted, should be the respons�bilrty of the eautractor and satisfac�ory results from the tes�s sbauld nat be considered as a a�arantee ofthe quality ofthe contractor's ft�iing oper�,ioris. C_SI.and'Fec�I.ift 5ta.912{14-SLS9.doc187-011dr.1 I� ������ r ,� i ` �I � � �r . �.3 N�no�xpansi�e, ������ ��ll r Serect fill material should be a cIa.yey sand or a l�an sandy clay with a Iiquid �ut (LL} les� than tlzirty {34), and a pTasticity index (PI) between fotu� (4} and tweXve (12}. The select fill should be placed 'nr� l�ose lifts not �xceedin� eight (8} inches in uricampacted th�ckness, and be ut�i.�ormiy compae�ed to a minimum t�f �inety-five (95) percent of �he rnaximum dry density determined by Standatd Practor (ASTM D 698}. The maistt�re content of the fill at �he tim� of compaction shauld be from minus two (2j to pIus five (5) pe�rcentage poinis of aptimum (-2 #o +5}. � �Y ' �; �� � � �� �� � �� ! G' �'� i' �� f C:ILaadTe�lLi&�. J12�4-SI.S9.dnc►D7-0lldr:i �3 ��,����� s �on���r�uc���n� �o���r��i�� In �ny geotechnical investigation, the design recommendati�ns are based on a�i�anited amow:rt of information about the subsurface cond.itions. In the �nalysis, the geotechnical engineer must assume ths subsurface canditioxis are sirnilar to the conc�itians �ncaunt�red in the borings. However, dt�ring construc�zon quite often anoz�na�.ies in th� subsur�ace canditaons are rsvealed. Therefore, rt is recamme�d�d ihat the praject geatechnFcal engi�eer be retaine�. to monitor earthwork and foundatian � instaliation and perfoirn materials e�aluation during the construction phase of the project. This enabXes the geatech�ical engineear ta stay abreast � o� th� pro3ect which perlxarts hiu� #o be xead�.y availabie to evalua.te unanticipated conditions, to canduct additionai tests if required and, �uh�n nece�sary, �o recon�mend aZtemative solutions to ur�anticipated conditio�s. � It is proposed thax construction monitoring commence at the outset of th� praject. Experience l�a.� shown f.�.t the most suitable method far grocu�r,mg these services is for t� " owner to contract �d'nrectly with the geotec�micallmateriaLs engineer. This resuits in a clea�, direct l�ne of comm.unicatian b�et,ween the� owne�e or his repxesentative and. th� � geatecbnicaUmate:�als engineer. . � 0 0 C:Il.andteclLi� Sta. 9120d-SL59.daeltl7-011dr:1 �4 ������ �� : � ., I .s - ;, z i • �x �'. :�� - - � - �, :� E �- � ��l�������� Th� -services described in t�is report w�re performed consiistent with generally accepted geatechnicai engine�ring principl.es and praatice�. No other warrantyy eXpzess D� impIied, is made. These services were perfornaed consistent wi�h ou� an eement wzth otu client. 'x'h;G report is sol�ly �o� the use and informa�ion of aur client uniess othezwiss notad. Any xeliance on this report �y a tbird party is at su�h party's sole risk. Opinions and recommendations contained in th�s report appty to conditiox�s exis�ing when services were performed and are intended on�y for the client, purposes, lacatians, time frames, and project patameters indicated_ We do no� warrant the accwracy of infnrn�ion supp�Zed by athers, nor the use of segregated portivns ofthis xeport. The conclusions and recommendat�ons in �us report are invaIid if � ths as�mec� deszgn loads change � � strucivres are relocated. • the report �s used for adjacen.t or other property or bu�dings � � grad�s, gxound�water �evels, or both, change between the issuance of this rep�rt and constcuc�ion � any othep change �s impleme�ed tha# ma#��ally alters the project fram t�a� proposed when this repart was prepaYed �" � �`� The h�ring logs do not prov�de a warranty of the conditions ihat m�ay exist at the entire si�e. The e,xtent and natuYe of �ubsur�ace soil and ground wat�r variatio� may not become evideni � construction begnrLs. Variations in so�l conditions b�:tween borings could possi�iy ex� between oP beyond the poin.ts of explora�ion ar graund-wate� elevatians may cbange, bo�h o£ wh�ich may require addatiaz�a.l stuc�ies, cansul�atio�, a�d pass�'b1e � c:�r�� s�. s�z�a-s�.ss.a�v�-oi�:� ��� r l.5 �/�� �`�i�� desiga x�viszons. Any person associa#ed with. �.his project who observes conditior3s or �' �ea#ures of the site o�r s►�rroundi�g areas that are clifferent from those described i�n th�s report should �eport th�:m irnmediately ta us for consideration and evaluatzon. 'T�us report was prepazed sole�y %r the ase of aur client and should be reviewed in its entzr�ty. C:IL.aadTcclLz�Sta.912Q4-SLS9.�r��-o�ra�� • 16 �1��`��C :� .^ . - -- �L�i� �� �ORit��S �o�rC� CpU1�i�Y 1�S'f"�►`���, �1f�`� ��AT��A� �O. 9 �O�►i G�.U� R��D � � F�Q�wY �IO�YH, '��� BOF1T CLUB R�AD ��. � � i . � t�� . ,� ,� - �� � ti: ; ' . � � :! � , �.. �� � � P�` � �� �, � h • , .� �� . � E 3s� � , Existing Ltf� Statiori ' i � _ .. �' � . ; i ��'� � � NORTH �� . � �� � - ' NTS Boring �aca�on is approximate. �I . , �JU�Y 2001 - . - -- — -- • - _ � ,� . , _ ' .. � ,� F1GUR� �1.1 Project: La1ce Country' Fstates Lif� �tation No. 9, Boa�t Club Road Fort i�orth, Texas Pro'ect Nuirnb • 2a�-s BORII'�TG LOG B-1 ,� er. Shest 1 of 1 f„ Loca�on; See PIan ofBoritkgs � � � � ,� ; � �. - ; � � Surfa.ce El.: IIn�ow11 � o a ° � � � '� 'E ' � ; r �,.. a- y � C4 � ,� •i' m � � � � 7 � :O O �` � Q � 00 4 y �tl �'R' ' �U � q � � � � � �N O � � � � A C` °o� � � Q U � �, � pa � t--i P-� � z� r� � -- , _ � _ � _� J U4 _ $ US —10 ��� —15—� ' —20 TS _ —25 T9 - MA�RIAL DESCRIPTION � CiAY, browr� very sti$ dry wflunesione ` fragments CLAY, limy, brawn & tan, very sti#� cfty SEVEREi.Y WEATE�Rfi� LIMESTOIV£, tasi � white, moderately tt�'d WEATHER.ED LIl+rfESTON�, tan & white, hard wltaa limy clay seams T..INgSTON� gtay, hard to very hard wl'�nterbedded limy shale & shaly Iemestone seams & layets � 4.5-�- - — , 4.5+ 14.4 lOS.G 3$ 1$ 20 7I 3.2 4_S+ q_0 4.5+ 15.0 lI4_9 36 17 19 82 S.l S.0 4•5} - 7.0 9.5 T=1" � i'z4.5 `' , C=2.5' . � a�.75' S_0 ['�I.S` � _ _ � 32 0 SIC.I'Y SAND, �la}'ey fP�►CKSAND?. 8�Y ugi�t .. __ ;' ;• ;. brown, dense wlc�ayey s�d, sandy shale 8c �35 �-�'� ti saudstonelayers o— — _ �_-- — �: =:; � —40T TI�: :. � . - -- — -- ---- 4U=Q � z� — � _ _ � , � ' � _ _ � —45— . �,_ _ w �•— — . . ��— — 3-5U �`�-3.7! f=3.5` � 1.0 • � Completion Depth: 40 ft Rema�ks: See�age observed at 6$. After dri�Iing tcz 15 ft., no se�page n Date: 7/� o1Q]. observed at the shallower depth Bore hole vvas t�ry & caved at 32 $, on � 7-1I-41.. ' _ . m p�L '�I'�Ti�3i�. The s�aG6caeion ]mrs rcp�csau appro�aaza s�am 6auodazie�c. . - = FlGURE A2 in situ, �he transIDon may Le gtadUal � ' �` ��n���� i����$ :�-' DRILLI�iG AND SAMPLll�l� � SYFVISOLS: � U• Thin�Waile�l Tube - 3" Q D U�t1e55 oiherwise notect - A� S: W: C: Pt T: D: Ae�ger Samp�c . � SpEit 5poon - 2'' O.D., Uniess otherwise noted Was� Sample � Dnuble Tube Core B�rrel • P�ckcr Test THD Cune �enetrometer Dentson Sainp(e . R]�LATiVE DENSITY �F COARSE-GR.AINED SOXLS: �� �_ � 1 � Penetrztian Resistnnce Bloevs/foot D-4 4-1 0 { [�-30 ' 3Q-St? a�er SO Rel�tive � Dee�SifV Very Laose Loase Medium Dense Den5e Vnry Dense TEI211�IS CFIARACT�Iti'ZIh'G SOIL ST1tUCTURE: � COi�SISTENGY OF F�NE-GRAINED SQXLS. Uncaarned Compressive Stren�tH�Q �tsf Consister�c�+ Less than 0.25 Q.25 to a.50 D.54 to L .Ofl I .�0 ta z.�0 2.�10 to 4.Qfl 4.00 a�d Izigher Very 5oft So#� Fir�n Stiff Very 5tiif Hard ' Sfickensided: f[avin; inclirted planes oF�i+eakness fl�.it �re slick an� glossy in �ppearance. " f�issure�: Cai�tainin� s�irink�ge eracks, Fr�qiientfy fillec� with ftnc sand or silt; ttsu��ly t�rtore o� I�ss u V�f ����'. . La�ninated: Cornposed vf tl�in layers �E'varyiiY� co�or atnd terture. � Int�rbedded: . Compnsed a�alterizatc tayers ofdifferentsoil types, � Calr.�reous: Containin� appceciable c�uantities ofcalciusn carbanate. Well Gra:ded_ ' Naving zvide range in grain sizes and subst�sntial amount oF�ll intermediate particle sizes. Pnorly Graded: Predaminantiy ef one �rain siz�, or h�ving a r�n�e of sizes �vith some intermediate size � 155111�. � 1YOTE: Sliekensided �nd fiss�red ctays may liave lower v�ca3z�ned coritpressive strengti�s because oE planes vf wea�Cness or craeks in tl�e soil, The consistency rating +of such soils arc based on pet�etrorneter readit�gs. � • . �•DEGREE OF WEATHERIi�G: � Unweathered: Rvc[s iiz its natural state before bei��g e,cposed Eo atn�o�pheric agents. 5�ightly Weati�ered: Nate�ci predaminantly by co�or eE�ang� with no disintegraied zones. Weathered: Corrtpiete cotor change witit zones of sfxghtly decomposed roctc. 5everety Weathe:ed: Cnmp�ete color cliange with eo�siste:ticy, text�re, and ge��eral appearance a�proachirrg soil. �� �UBSURFAC� COI�DITIONS: . �• Soi� and rock descriptions an t[�e baring logs are � compiiatior� af E�etd data as we[l as fram tai�nratory testing of � sampTes. T��e stratifIea#inn fincs represec�t th� appcoxi�nate �ou��dary beiweer� mat�rials and #he tra�siti�� can bc , ,, gradual. �, Wat�r [�vet nbservations lsave been niade i� the boeings at the tin:es indicated. It tnust be noted that #luctuations in � , the graund�rater ievel ra�y occur due to variatsnr�s in rainfa�l, hydrauIic cvnductivity s� sail strafa, cansfructin� . � activi�y, and oiher factors. ' �.� - � � gigure A.3• .� Y ��.;. � ; 'i _ �� I �2 I ��3 I :f�,, �- �� � -.� ,�C������� `�O � �� 1'��I�T� F�oodp�:ai.n Fi11 Perm:i�t TxDOT �CJtili�ty Construction Permit TxD4T Driveway Pex7mi.t 0 � i ������1ppLICATI4Rl� �OR =LOQDPLAIiV ��VELOPfU[ENT PERIVIIT � .!tame of Owner or Applicant k=ort Wori� Water Department {Chris Harder) � Adr3ress of �+nrner �1000 Thrackmorton Street, Fvrt Wo►-th, Tx 761'!2 �� J�ne T, 2D42 Telep#rcne Na. 817-871-8820 F[earest 3trearit Dosier CreeEt/Eagl� Mountai� Lake Location of Permii Area (Address or Legal DescriptFnn} �3241 Boa# Clu@ Raad {Valume 'i4782, Page 340) �� - . �� PURF?`OSE OF R�QUEST; X Eiccavatton i` F"illing ❑ Dreciging or MinMg � 4.� BuildiRg Perntit X Grading v , �. _ ❑ Paving _ ❑ Drill�ng Operations P4�EASE TYPE Perrrtit No. PP-02--097�FP QEfice Use UNy ❑ Approved � qpproved wrm Q Denied'• �ondi�ons" bate In:7�9/U2Date Ou� �f/+S/�� Prec�ssed 8y; C indy Ro� ins o�p APpravetl BY• � y _ r � Udlity Constructian ❑ other BRIEF DESCR[PT�Ofd OF pR0[�05AL (Attac� separate sheet €t' needed) The Dosier Creek l.ift Station lmprav�ment Praject consists of fhe inskailation of a new submersible }�ump IiPt station a# an �existing lift stakion site. Ias part of the project, the Contracior will pertorm excavatian in order ta constru�t a new wetwell and tvalr�e vault. In additfan, the contractor sha�[ fiil thr� ar�as around the !ift stafion si#e, approximatefy 2' above the base �lood ,,elevation o€ 6�7'. All electrical and control equ�pmeni, and the Oncor transformer pad wil� be placecl within this �ill sectEon in order to protect the electrical eqvipmen# from damage resulting from.flooding. It is anfici�a�ed that the majority af tE�e fl[ rnaterial �`witl origiRate from the excavation. COMPLETE APPLiGABLE QUESTiONS: e- • 1. To#al clra9nage area of waiercaurse acres. 2. Regulatory ftaod elev. BFE = 657' ❑ Noi avai?able. ' 3. Has site previously flnaded? X Yes ❑ No 4. #s site subjer.t ta floading? X Yes ❑ No R 5. Is safe access avaiFa6le duting Smes of flaod? i( Yes ❑ iVo ❑ Unknown �° 6. !s th� propasaE wifhin the designated floadwa}/t ❑ Yes i� No L._kt�nknown , �_7. Ma�e ali necessary pdar apptoval perrriits been obtalned ftam federal, ss-ate or loca� ga�ernmental agencfes7 ❑ Nane Required 'I` Yes ❑ Nn (I� no, explain, �f yes, Provide cop9es of agproval lefters dr permlts.) AT'TACb 7�1� �'O��OIiiIING 1�' A�PLlCABL�: �'� . . . �51. iwo (2} sets scaTe drawings shawEng location, dlrtsensions, elewatians �f exis�ng and prapased tapogra}�hic alteratians, eucisting and proposed s�c�ures, (ocatfon rela4ve tfl 11oac3plain area. � . 2. Extent tio which tMabareourse ar rrdfural drainage wiil be aitered or refncated. �`�- Supoorttng hydraulEc calculaiEons, reporEs, efc., used as a basfs iar proposed improvemenis. " n. Lowest floor ele�ation �Indudireg basement) of all proposed structures. � 5. �Etevatlon 6o whfch any non-resideRiial struciure shali be flaad proofed. � 6. Cer�flcation isy r�gisteroad pro%ss[onal engineer or architect ihai flood proafing creteda are met as sat forth in SaclFon 7-347, Sui�-Sect�on b, Ordfnance iVo. � 17998. . - -- . f DURfIdC9 TI°i� OCCfJF2RTTlC� O�'r4'�DD�Y�� FR�(�ti�[�6Clf FLOO� W!L! iH� " ��o�os,�.: - �°�: 1. Fteduce capacity of,channel�Ifloodwaysfwatercourse in fiQodplain area? % - ' 2. MeaSurabfy �ncrease flood flowslheiqh#sldamaqe or� off sit� proverties? � 3. Individually or combined with ath� �acisting or anticipa#ecf developmer�t expose adjacent properties to adverse flood effecis? � ��}. tnerease �etacities/volumes af fEaod waters sufficientiy to create signi�cant e�'osion o€ floodpiain sails on subiect prop�r�v or adjacent property upstreamldownstream? ;= -=5. Encroach an flaodwav causinc� tncrease in flvod feveis? ��' 6. Prorride compensatary sioraqe far ar�y rr�teascarable loss af �ood starage capacity7 Yes tnfo. Rfog !do �►vaiiable x X X � X � , , � �L�4DP�CN DEVELOP�VIE�T P�RiVlli �he City of Fort Warth's Fiaodplain Permit PTogram is authorized by S�:ction 7-318 of City Ordinance No. 11998, adopted June ��_ 'I99�. This.permit is required for all devefopment iakir�g place wEth€n the area of the 100-y�arfiood�lafn (speciai flood hazard arer as showr� on the c�rrent Fl�od Insurance Rate Maps and Fload Soundary-Floodway Maps, pubfished �y ttte �aderaE �mergen Man�gement Agency (�EMA}. �'hese rnaps are ��aitable for pi�blic inspection in the �ngineering �epartment, Municipai Building, 1 QQO Throcltmo�ton Street. � �ailure ta obiain a Floodplain.Devefa�ment Perrnit or violating aiher pra�isions of City OrdiRance No. 19998 ar the conditio�.. described wit�in khe permit cons#itutes a misdemea�ar and upon conviction, a person, �rm, or corparatian couid be �inad up to on� thousand dollars ($1,Q00} a day.for each day that ih�e violatia� acc�rs. � I understar�d that the conditions"whici� may be stated for permit appra�af or t�e pravisions of City Ordinance 1Vo. 19938 imay be sUFerseded by other provisior�s of City code or poEicies. • I f�rther understand fhat this Floadplain Development Permit dfles not consiitute finei apprn�al until ail deveEaprrzent requiremen piaced on the prap�rfy ha�e been met. These ret�uirements ir�clude, but �re not limited to, City construction plan approval, platting ar�d community facilfties agreements_ This proposai shall6e subject to any c�ange in floodplain devefopment palicy at th� actual time'' deveEopmeni_ A}�plicatlon is Y�ereby made far a perrni# tv authnrize the activities described herein_ I hereby certify that I.arn famii�ar witlt thr' informatior� cantained an this appEfcatPan and to the best of my knowledge such i��ormation is krue ar�d accurate. I f��tt�er certify tha possess the aut�ority to undertake the praposad acti�ity. I understand tEtat if my applicatian is denied, t ha�e sixty [60) days from tr date o# such deniaf to appeal the adverse action to the City Plan Cammission. �� ¢��,..� � / t�3/� � Signature of Applicant or AU#ho�ized Agent OF�]CE U5E ONE.Y FLOODPLAIN AR�A �EFINED BY: � FEMA ❑ COE ❑ FLOOD 57ll171ES ❑ FiIGH WATER MARKS ❑ OTHER FEMA 1NS. Z�NE AE I FEMA MAP {�0.48/+39CU LG4H �LOQI] ELEI/. 657 GROLiFVD ELEV. . FLOOa PLAEN STl1DY ' PLAT� N4. FLOC�D �LEV. CONDITIONS FQR APPROVAR' OR f2EASONS F(}R �Ef�lAL*" *3� . FilZ�ng aud grading mus�C foll.ow appzo.ved p�ans !-orm �ut� �rc�v. u�-�.�t ��"� (Pr�vious Versia�s 06salete) ��� T0: City o# Fort Worth Water Depar6ment : 1 D40 T�rockmar#on Str'eet . Far� Worth, Texas T�1-02 � c!o Chris Har��n APP���lAL Permit #�2� S�'� 29-f T2 '� 0 Hwy. Na: �M 1220 Maintenance Sec�on No.10 Ca�niy: TaRant . i]ate: Juiy 8, �DQ2 ReViewed � Issued 6y: G. Rodriguez .�.: , . . � The Texas Depar�menf v# Transporhativn (T�CD�T} offers no oblecfian to �he focatior� an the right--of-way af yaur .�, proposed 3fi" GRAVITY SANITARY SEWE� L�NE AND 20" FORCE SANITARY SEWER C.INE as showr� by ; accam�anying drawings and rto�ce da#ed 1UNE 27. 2002, except as no#ed beiow. .�- It is expressly understaod that the Tx�4T �oes no# purpor#, I�ereby, t� grant any r�gh�, claim, �tl�, or easement in or -. �pon �is highway; �nd i# is further understc�od i�at the Tx00T may require t�e ow�er ta reEac�te t�is ime, sr�bjec# to ' provisians of governir�g laws, by giving t�irty {30) days w�itten notice. You are requested io r�o�ify this of�ce prior ta commencement of any routine of perio�ic mainter�anca which requires pru�ning of trees witfiin the highway right ofi way,� so th�t we may provide specif�catio�s for the exten# and met�ods to govem in trimming, #oppi�g, tree balance, type cuts, pa�nting c�ts and ciean �p. These specificafivns are intended #a preseN� o�r cansiderabie invesfinent i� highway pianting and beautif�cafion, by reducing damage ��e tv trimming. �� `- The installafion shalt not damage any part o�the highway and adeq�ate pravisions must be ma�e t� cause minimurn � inco�veniences to #raffic and ad�ace�# pro�erky awners. Ir� �tte event the Owne� fails ta comply with a�y or all of t�e ; requirements as set farth �erein, the �#�#e may take such actior� as it deems apprapriate io compel com�liance. See �- spec�a� provisia�s title� "Speeifications for Buried lrtstal�ation�' or "5pecif�cations for Ae€ia� fnstalla�iionsA, as ., applicable. �- , ➢ Addfionai Reaui�eme�fs: On highway cross�ng bor� and encase from ��ni�r d't�C�line tp c�n� di�ehCEne. A r�a��iy identif�able ar�d s�itable mark�r shail be ptace� at eac� right of-way line, where line �rosses. Please no�fy. �LYMI� ���]��U� ��' (8��) 370y6�8�, 48 ho�rs priar fo starting construc�an of �he li�e in order that we may i�ave a representat�ve present The specs sh��ts, sta�e ap�roved plans, ar�d permit agpro�ai shall be kep# on the jab siie thro�gh the �urafion of the msfal�afio,�. _ Texas D�pa�6ment af Trans�ortation�Fort Worth Mari6el . Ch�ve P.E. Qistrict Enginee� ��,. �erry G Burn�tt � Districfi Right aF Way Util'ity SupeNisor � �'t �� � I �rexas DeP��trnent err�R���+ :�� � . �V�t��� �� L�r�p���d Ir�st��l�tio� �tili�� Lin� on High�ay , � w.3l9s} (�[ectroniGversion GS���PC Word 97} Page 1 ai2 `��} To thEe Texas Transportatfor� Comr�issior� � c/o Dist�ic# �ngineer � Texas Department of TransparEatian • ��� Fort Wa�th � , Texas E Date 61271Q2 4� Fnrmal natice is h�reb�/ giver� that City of Fort Worfh (Fort Worth Waier �eparfinent) Company p�vposes ta place a 2fY' Diame#er Wastewater Force Main, 3S" Gravity Sewer Main °. iir�e wiihin the ri�qh# of-way of �oat Cfub Road in Tarrant� ' . Texas as faflows: (give tacaiion, length, general desIgn, e#c.) �'� County ' The �'orE Worth Wa#er Department �raposes.ta install a 20" sewer force main withi� the FM 'i22D right of way. The 20A � force main will cross FM 1220 approximateEy per�endicular to the centertine, at Highway Sta �37+45. At locations shflwn � on fhe a�tached plans, the 2�" farce rnaiR will he placec€ vaithi� a 36" welded steet casing, ins#alled by �ry bcaring. The 20" ��'' force main wiE[ cantinue east withEn #i�e �M 122D right o€ way, located ap�raximately 1 D' ofiset t�e exis#ing righ# of v�ray fine, ; as shown ori the afiached pfans. .� �F In additfior�� tFie Fort Worth Wa#er Department wi{l irtstalE a 38" gravityr sanitary sewer main, fram th�• prvpased manhole to be placed by the Bond Ranch Deve�apment Contractor, at highway station 237��5. �he (ocation o# the� proposed gr�vify � main is shown o� tk�� attached set of pla�s. '� � The li�e will be cons#r�eted and maintained on the F�igi�way right af-way as shown on the attached drawing and in ' accQrdance with tha �ies regulations ar�d policies of the Texas Department afi Trans�nrtatian (TxDOT�, �ind all goveming ����nrs, Including bui not timited ta the "Federal Glean Wate� Acf," tl�re "Nationa� �ndangered Species Act ; and �e °Federa! �� _�oric Preservation Act." Upon request by Tx�OT, proof of compliance witii all govemir�g laws, rulss anc� regutations wii! �' be subrnitted to TxDOT be�ore commencemer�t of construciion. . -' � Our firm will use "Best Managemeni Practices to minimize erosion and sedimentation resuiting fram the propased ,,� � instalfatian, and we will revegetate the project area as ir�dfcated under "Revegetation Special Provisions." ' Our f�rm wi[1 erisure that traffic co�trol measures com�lying with applicable portions of the Texas Manual of Urirf�rm Tra�c �- ^�!ntrol i?evtces wii{.be ins#a1leci and mainE�ained for the duration of this instai(atio�. t� �; � The loeation and descripiion of tEie proposed line �nd appurtenances is more fully shown by Six �cnmpfete sets of drawings atiactt� ta this notice. , i:Co�s#ruction �f this line wiil hegin on or a�ter the 1 st day of September � , 2UO2 . �By signing beiow, 1 certify tFrat I am a�atfiorized to represent ths Firm list� beEow, and tFiai the �irrr� agrees to ths � �ndifionslprovisians.inci�ded in this permit. ' . � � , : �= Firm Fori Wortt�, Water Departrne�t �.,e ,'. �i �" ' n I T By {Print) Chris Narder Signat�re ��� /��� Tile �ngineer - AC�{�FESS �l000 Tt�rockmortor� Streei Fort W�rth, Texas, 761'12 fi+ r� Phone No.817-871-6820 � t� .�.�� ofT.+rr+pM.�� Form 1 Q58 .(Rev Z12tl06 '(�tectrani rsion GSI]-EPC Word 97} Paga 1 2 , T. CITI� OF F'ORT WORTFI 1 [illl! THROCKMORTON 7'OR1' WO�T� TEXA3 7.f:1l12 1�wy. FM 122Q Control �i174 Permit iVo. 10 PAll-3D3-20ti2 S ecti an TheTexas Department ofTranspartation, hereinafter calfed the S�at�, hereby authprizes CITY O�r FORT WORTH hereinaiter cailed the Grante�, to (re)cartstrud an access drfveway nn fhe highway right of way abuiting highway no. FM.�z2o in TARRAN�' - Counfy, �aCa#�d QN FM ]22A (HWY STA. 238+IIU EAST O�L1T't'�,� DOSLER CREEK 5ub�ect Ea the inllovving. 1. The Grantee is respons9�le for aEl costs associated with the construcfiort of this access d�iveway. 2. Design of facilities shal! be as failows and/vr as shown nn sketc�: '�O RECONSTRIICTAND EXESTINGGRAVELDRIVEWAT�: REMOVE � i�K[5T1NG CGMP. TU CONSTRIICT ]-i5' URLV$W�Y W�TH 15' RADIi US7NG2S' �C 29" RG'� COVEI2E� WTT� SUITABL� �AG k. MA�SRlAL�N'D TOp�'$D WTTFi2" O� CUS�ON SAND AND 6" OF CLASS "A", 3000 �5.[ CU]YCR��, R�Il�'ORC�D WITH NO 4 REBAR ON ]2" CENTER�. SAFETY END TREATME1vx5 F,N'CASEll IN CONCR�'1'� Rk�' RAP AR� R�QUIR�D PER TH1 ATTACHE� SKETCHE$. �INI.SHED GRADE Oi�' THE DR.IV�'"GVAY OV�R THF PLPE S`HA.I.L�3.L� 2% I.,OWER THAN T:H� F.pGE OF TI-�E PAVEMENT. • A[i construc#ion arrd rnaterials shall ba sub�ectta inspectian anr! appro�ed bytf�e 5tate. 3. Maintena�ce af faciliiies construcied hereunder shall be tF�e �espansibility of the Gtarrtee, and ths Siate reserves the right io require any changes, rnaintenanae or repairs as may be necessary to provide pratection of life or.property an or adjace�# tn #he highway Gha�ges ir� design wil! be made nnfy wiEh a�proval of th� State. . � 4. The Granfee shall E�o[d F�am�fess ihe S'�a#e and its duly appoir�ted agen#s and empEayees against any action far personal injury or praperty damage sustained by reason of the �xercise of thfs perrnit � 5. �xcept Tar regulafory �nd guide signs at county mads and cify streets, the Grar�tee si�all nat erect any sign on or extending over any portian of the iiighway right o�,way, and vehicle servfce f�xtures such as service pumps, �endor s�artds, or tanks sha[f be lc�ated a# least 3.6 meters (i2 ieet) �roEn #he dgh# of way 1fr�e ta ensure tha# any vehic�e services. irom these fixtures will be aif the highway. � . 6_ �'hi� permi# will becats�e r�uA and �aid if the above-ref�renceci driveway tacili#i�s are nat constructed within six (B� months fram the issuance date of this permit � . � 7_ The Grar��ee will cantact the 5#ate's Tepreserstative - ROB�rIi HOOKS, 'TN�tS Y- SAGI�I.AW,'�XAS telephone, ( S17 ) 232-13n� , a� Ieast fwenty-four {24)�aurs priorta beginning ths work authorized �y tl�is perrnit. . ���� . � Tex�s Departrnent rsnsportatian • . • � � ' i Juiy � Znoz - - + � , ,� _ � ' ' 17aie nf Issuance � Distrid Engineer ar pesignate� Re esentafive � Tl�e unclersign�d �ereby agrees to compfy with 4hs terms and co�ditior�s s�t forth in th9s permit for car�struciion ni an access driveuvay o� the highway rig�t ofway. � �at�: r�� �, zna� Texas De�a�iment vfTs�sportation Highway Uivisioz� P O Box 6868 Fort Worth, TX 7b 1]�-fl$68 Permi� go Construct �lccess priveway Facili#ies on �[igF�way Rig�# of 11!!ay - �f�t�r�c. �'� ��a�i� srgn�a: • �'� ��'�"'�,*�" {Praperty owner or,owner's re�resenis#ive) ,� , �- • � ' � ' - : �� �Pe�r�it i� Con�t��a�� �ec���� ��i��vvay ��ci���ies _ � � s� Farnt ICl56 (Rev t2-86j- �� f]{���V��� �IC��� ��� �c'i'y prev[aus verslons are absolete. io: � �`�f D �"�i: �d.��'�il� - kiwy, Gfl+fe� f �� Permit No. ��.� J�19>�� � �. �'� ��� � � - 1���`���8������� Control - �� 5eciion � . ", 'i���l'.��° r`� � �Cl�� � � �� . r�'he �exas i�partment of irar�sporYation, hereir�after ca�fed #ha S't�e, heireby authorizes ��� � o� ��� ��� � her�:inafter •caf[ed the Grantee, to �(re) coristruct a� access drivewa o the hi h a �ght of way abuttin hzghrrvay �-ri: �o. �1 t�t in %r�rcr � GouMy, facated � `�� � � �'��� 111�'�,�'�cr�K �Pt�i ' Subject to the iai�awing: �� � 1. The Grar�tee is respons�ble for all costs associ�#ed �th the cnnstntctiorl of #Ftis access dri�ew�y. �: 2. Desigr� of faciiit�es shail be as folfaws and/or as si�own on sketch: � ��.� �$�G��,��r�,c.ha•� �� �1C13'f"1+�� �1ap L�-at� ��� f3�4�—C )-u� �ov�d LF� ���z� i - � �� . ��-.��r� �� �r��s � . _ � � � - - i A!1 corrstruction and m�terials shal� be subject tQ #nspec�on.and eppro�ed by ihe 5tate. � • `3. Maintenance of �facifitles constr�ctec� �ereunder-shall be the� responsibilit�y of ti�e Grar�tee, a�ct the Sia�e� reserves the rigiit ., ;- to require any ct�art�es, ma[r�tenance� ar repairs a�- maty be raecessary to•pro�icla profectiarr Qf life or pro�erty� on ar � �djacent ia �he highwa� Cha�ges• in design wi[1 �e rnacle onfy with appraval of tttie State. • . , _ . +�. The Gr�ntee sh�1T I�fd harmisss the :5tate aFld� its du(y appointed. ag�nts anc3 emptoye�s-agai�st ar�y ae#io� far persona� � injury a� prope�y damaga susta�ned hy reasan ai t�e exeraise of this permi� � � - � �;5. Except for regi.ilatory and gufde signs at caunty raacls and ciry st�eets, the Crantee shal# �ot erec# any sign on or e�ctending '�• over ar�.y. par#ian of #ze Migh►nray r�gi�� of way, artd v$F�icle se�vice �€xtuces such•as setviEe purrr�s, vendar stands, ar #anE� `�. • shaA be.•�ocatect�at �leas� 3.6. met�rs (�2 feet} from•tl�e rEght-af-wap► line ta ensure t�at ar�y yei�ricle senri��s frc�m ttiese . � �- -1"uctu�es w� be off the �tgF�way. ' - - � �. '�hf� permi� wilt be�mg nui� �d ��id if t[�e ebaue-referenced dr�veway fa�ili#ies �re not �consi�e�ed w�t�ire suc {B� m�nths '' i�m t�e f�suance dat� of fhis permit. . ��`. Tkte Gra�tee w' I oo�taci th State' repr�esenfative �� � I��� i��%-- _� '` - feiepfnasne f ���) .� :�� � � �[�4' �t least tw��#y-four (�4j �ours prlor tltis �ermi�'exas De�a�trn�t of �°rar�s�0�ta'Ori � :, � . . Highway�Di�ision " ,. . . . . � P O Bc�x b86� • • � . exas �ie�ar�inent � . Fort FNor-�,•:FX 76� 15-DSG� � - �:t. _ . . i� . . - - ��U�.. � � �:�� �- -�.� - � . _�� ����� � . . - � �; � ��� �4. _ - _ _ . �a��.�� �. �'he u�tiersigned hereb� agress to comply with ihe terms and canditi�ns set fortil in this perrr�it far cansiruc�iaR of ar� acce�s tkiveway r�n tG�e f�igi�way right�-way. • � '� ��'�� � ,���-��IaG�'�� ' . - f, � -. . �� � ��: r-, 1: Si�ned:. Date: C'.�.1��.,-�G�- - (Property owner or owr�er's tep►esentat�re� �%l�J � � .�,.-. . . . .. - . �� .� ' . - . �� � iexas - I]e�a�tmenf '� o� T�ansportation � �{ . j� /� . �y� ' f�'9��F�����Di1� 66�99 � CIiY �F F'�F:T l�1�iR`�I� DRI1��,AY R1�G0[VS�'RUGYIOA.� � - F�31i 722� (S�i1TH 51D�j EASi �� LITTL� DOSL,�R GREEK Decatur, iexas j,i: �, li 1��1��,r . ��1 , � r•,.�, ,li� .'J' ^'.I,�i 7�1 � 2 �� "3 .3,s,,- � �. , �"r'f "R': �� �'r _i- �, � �. i All construction witF�in the S#ate right of way s�a�# be coortiinated with the Texas �`� Department of Transportation. ;� L ' • AL� 1�U�R#� VIdIT¢IIf� TH� �xDOT" R�CHT �F 1lVAY SHALL B� iN AGGORD�IN�� WITH TxDO� STRhD/aR�S /�ND SPECll�1Cl•1YID�S. :��� � Signs and barricades shalt be provided by the con#ractar which shaiE consist o� � de�ours, barricades, waming s�gns, fla�es, €lashing ligh# signals, and flagmen as are � �nec�ssary io dire� and pratect vehicular traffc while the construciior� wark as ��� describ�d above is done an #he State right of way. AI! #r�ffic contro! procedures as ; I men#ioned above shall be in com�iiance wi�h the "Texas Manual Qn Uniform Traffic ' Cantrol De�ices." ` � , David �sier, State Inspectar, #e[ephone number 897-232-13�4, Saginaw, Texas shall � be notified tweniy four haurs -prior to beginning t�his pro�ec� withi�t the State right of �? v�ay. � �ltifity campanies shal! be given priot- no#ification of the pend�ng constructian to ensure ' � ihat na c,onflicts exist within this project area. All uti�ifies �ha� �re iocaied under any � proposed .widening for decef�:ration �anes shaiE be relocafed to an ac�eptab�e �:; location. Any u�ili#y ins#allations within the right of way that does not rneet certain �� depfh requireEnents as the result of changing any grades in the constructian vf this prolect will r�eed to be lowered to meet those spec�ed deptf� requi�emer�ts as �-� original[y permitfed_ � �� . � _ _ _ , r i � Page 2 �r��ifiic Sic�n�f Ope��i�ns, �elephvn� nurmb��� ���-��0-��7'�, sh�il be no�ifi�� f��y-e'rgh� �our� p�i�r �o begi�ndn� �ny ��ca�a�ion ���hin �he righ� ��r �ay in ore�e�° th�� �h� �i�a�� , � m�y ��ri�y ��� �xE�t�nce of any �I�c�ri�a�� wi�ing.. l�ailure �o provid� pr�oper. no�ifi���io� r�i�� r��ul� in �h� ir�nr���i�te . �°ep��r� a� fhe g�a�t���'� ��cp�n��. , s 0 0 � • - � ' . . i ' f „ 3, �'� ,. / � ; �d �,r. � * � . .,� - �,,..,niti. . � , ,� , <,,s.,>- �a ' , ^'?► — ” - =� . - , . � . � , ' i �"� �,� -, � � , .� C�� . � ,,� .� �(�� / ,,� � ' ,. ,. - ' ���. .-'�� � � � � � - � � �,,� p,� � . . � . • : Q��� . � ' • . . � � ��(�� � � e ` �, �e ��a�� i ' {�P���a �1 ' ,. . �w�Y Et��Q^k� n �� o� F�oti�e� ��„ .�j\'` af�v�w�'� pc�+� 6 �' . 'r . . c�'�'� • . _ . � , �p�e'�����i o� �c�s'�°�� � „ � �,ox..�k , ', .. ' �. . ,� �t,�, �ai�,� � . Sia� �14a� � �� � �' � A►�� �Q�,�� ,�,. f � .,^�IA�" , � ,.ac`: y;.• ' r .,� � 0� • � . : �. . � ' � �h` r,�, �C><< ,�`��1i ' .�'� `w � `g0 ' a`w , ' ,.; ` � � �, �'��%` t � +."' � t : +a•a ^ ��y� fl l%'� �j �n$ ' � . �s` o� ��Oti��t � v1p 4Qs� �.r` ��� � �a. p�o�rQ`�� � Y � � �� .,�. �'�`�'�` v�� �on� �i �j�ti ., y��. � a ( �►��j�4 gp110� � �,ti �t���rn, 6rt� �j��C� u ut?r,�t�`' B� ( � � �'� � ` �` � oP�� a� ��= aY �b� v��d• . � ��� �`e�� S��t� "� 1r����� • � � . � , , � �,��E� �es�9� . � • . . • i_ •�" �+����� . . . . � �p �Qca�io��'y . . � ��tef .. . ' . � vR� � ,�,�. ' . ��G . . ' • ,, .� .' . � . ,1 0 ,, . . � ,' ' ' _ � �- ' . . . ' . j " � � . . . i � . THE REXN�QRCIHG' .STEEI, SHALL 8� �.4 REBAR 9N 12" CENTE�tS AND P�,ACED AT A. UI��FORt1 DEPTH OF 2" BELOW TE�E -E�NrSHEF} SUR�`ACE OE THE CQNCRE�E RIP RAPo • EACH P�E�� 5HALL BE �F SUFF�CxENT Y�ENGTH FN Ol�DER FOR I� TO , EXTEND SNTO THE TOE WALL TC? Wx�H ��I 2" OF ��5 BOT'�OM�. THERE , SHAL�, SE 2- STRAt�iDS OF REBAR AUNNING Rf,ONG ANb PARALLEL Td, AI�D � SF.ACE�'. EQiiAL D�STAI�CE SETWE�N �t�ITER AND OIi��R �SURFACES OF �OE. •WALL o ALSO THEY SEiALFs BE SPACED 4" At+ID 10° FURM' THE BOTTpM .OF � TOE �A�,L�. THE S�'EEL SHALi, BE T�ED AT ALL �NTERSECTIATG P�INTS. IT �FiA�.L BE PROPERLi� .,SUPPORTED THR�EIGfiOt3T THE PLACEME�i� �0 �NSURE THAT �T WxLL REt4AIN IIZ PROPER PDS.�TZON DURxNG PLACEFfEN� � OF CONCR�TE. ' � � � �: - i .� , � 0' __ ...'L' f8�.5ED ON 4' DROP AT END OF PiPE)- Y !'- b' �, �_ �' . � :n � "� . � �� - � T� �� +�r' :�a � �- �.�s: ' . • ' � - ' 1W , � .� �` . I _ •.� .��: �=- :�:--- . . .. _ _-i__ � : . =�: .. . ._ -, ,. . .. 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DATE REFERENCE NUMBER LOG NAME PAGE 10/22/02 **C�'� 93� 0 --- 60RED 1 of 2 suB�ECT EXECUTE A CONTRACT W1TH f� �Sir��� Cc�'�T���T��;d �C�Fi�' �lY FOR CONSTRIJCTfQN QF THE DOSIER CREEK SANlTARY SEWER �IFT STAT[QN 1MPROVEMENT PROJECT RECOMMENDATION: It is recommended thaf the City Council authorize �he City Manager to �xecute a contract with Red River Construction Cor�pany, in the amount af $9,�89,850, far construction of #he D�sier CreeEc Sanitary Sewer Lift S�afiion Impro�emen# project with a contracf fime of 270 calendar days. DISCUSSION: On January 4, 2Q00 (M&C PZ-2162}, the City of Fort Warth annexed 1,5�9.1 acres within the bo�ndary , of the Tarrant County Municipal Utilifiy Djs#rict (MUD} Na. 9, and toak a�rer awnership and maintenance af the MLJD's vvastewater collection system. On Octo�er 1�, 2a00 {M&G P-S205), the City of Fort Worth autharized t�� acquisition of a 2.179 acre tract of land for the expansion of the Dosier Creek 5anitary Sewer Lift S�atian. Upon annexat9on, City staff began a detailed evaluation of the can�ition and aperaiians of the [7osier Creek Sanitary 5ewer Lift Station which re�ealed that the station capacity is insraffici�nfi to meet existing and anticipated demands. The new lift station will correct these deficiencEes by incraasing the pumping eapacity and �ncorpora#ing a permanent standby diesel generator to power the new lift station during electrical service outages in order to avoid sanitary sewer overtlows. BiD AD�/ERTISEMENT - This project wa� ad�ertise� for bid in the Commercial Recorder on July 18 and 25, 2002. On August 15, 2002, the falEowing bids w�re receiva�: : ��_: Red Ri�er Canstruction Campanv Can-Fer Cvnst�uction TNG Service, lnc. AUI Contractors Eartl�builders, Ir�c. TOTAL. BID $1.489.850 $1,493,Ofl� $1,559,OQQ $1,617,640 $1,793,795 This praject is �ocated in COUNCIL DISTRICT i. MIWBE - Red River Construction ,Company �s in compliance with ti�e City's MIWBE Ordinance by cammitting to 22°/a MIWBE participation. The City's goal on this project is 21 %. - In addition to the contract �os�, $�5,000 is provEded for project conting�ncies. �'ity o�l�ort Wo�th, �'exas M�yor and Cou�cil Gor�n�u�ic��ti�r� DAT'E RE�EREEVCE NUMB�R LOG NAME F'AGE - 10/22/02 **����3�0 60RED 2 of 2 S�J�JECT EXECUTE A C�NTRACT W[TH RED RIVER CONST UCT1rJN COMPANY �OR CONSTRUCTION OF THE D051ER CREEK SANITARY SEWER LfFT STATiON 1MPROVEMENT PROJECT FISCAL INFORMATIONICERTI�[CATION: The �inance Director certifies that funds are avaifable in the current capital budget, as appropriated, of the Sewer Capital Projects Fund. MO:n Snhmitied for City Manager's I FUND I ACCOUNT I CENTER � AMOUNT CITY SECRETARY Offce 6y: � {ta} -- � Marc Ott 8476 I Originating Department Head: � Dale Fisseler 8207 I{$om} APPRDVED 1d/22/02 � P172 531200 07017202$QQ1 $1,534,850.00 Additional Informatinn Contact: -- � Dale Fisseler 8207 �