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PLAINTIFF'S EXHIBIT CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT EL PASO, TEXAS SPECIFICATION NO. EP-412-L October 21, 1980 Page 1 of 16 SPECIFICATXDT NO. EP-412-L FABRICATION & INSTALLATIONT5F~PIPING-ASPHALT PLANT EL PASO REFINERY 1.0 SCOPE OF WORK 1.1 CONTRACTOR shall providc^SEll utilities, tools, construction equipment, labor, including supcrvisTBm and inspection, and all items of a con sumable nature that arc ,esquired for construction of the No. 6 Crude Unit Caustic Injection Fajilities at the Chevron U.S.A. Inc., El Paso Refinery as detailed by this Specification, including the drawings and other attachments licfled in the Appendix. This work includes but is mot limited to: Fabrication and installation of oily water drain'pipings steam coil and piping, air supply to G-3658, temperature control manifold in hot oil piping, suction and discharge piping for G-3658 and s-team tracing for concrete trenches. 2.0 WORK, MATERIAL AND UTILITIES BY COMPANY OR OTHERS 2.1 Utilities: COMPANY will Ifurnish without .^charge industrial flesh water, 110V electrical power andTTTO psig air at nearest point of supply to working site. Connection~and extensions from this point to CONTRACTOR'S work areas shall be providxLd and installed by CONTRACTOR. 3.0 2.2 Inspection: COMPANY will."provide mechanical, ultrasonic and radiographic weld inspection when required. SEQUENCE OF WORK ~~ The sequence of work shall be asafintually agreed between the COMPANY and CONTRACTOR and shall be consistent"with the facing sheet of the Agreement. 4.0 INTENT .nr The Facility shall be complete in^very respect, constructed in accordance with generally accepted, current gt.od practices of the several trades involved and the detailed requirements of this Specification and ready to operate i.n the manner expressed or implied herrein, regardless of whether or not full details of such completeness or pTSttices are contained herein. . .y The specifications and drawings arUnot complete in every detail and CON TRACTOR shall comply with their tfiEre intent taken as a whole, and shall not avail himself of any errors or omissions to the detriment of the work. Should any error, omission or discrepancy"appear in drawings, specifications and instructions, CONTRACTOR shall notify COMPANY at once, and COMPANY will issue instructions to be followed. If CONTRACTOR proceeds' prior to receiving such instructions, necessary corrections'shall be at CONTRACTOR'S expense. Any- Chevron BB 015022 CHEVRON II.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. Kl'-412-L October 21, 1980 Page 2 of 16 thing not indicated on I bo drtraEfcngs or :'.]>oo i I i vd in lln: spec i I i cn I. i nns wli i ch ia neces.snrv for full and fa i fETtil construction of the: Facility in accordance with the true intent of Litis Ajpcacment or anything indicated on the drawings bul not specified, or vice verTSTV shall be provided and incorporated al (he expense of CONTRACTOR to the same extent as though fujjy set forth in both the drawings and tlu: spec i f i caLtEnns . . 0 COMPANY REVIEW AND APPROVAL . .. _ .... COMPANY'S review of, approval of, or agreement, to the performance of certain items of work or the provisions^Sf certain material shall in no way relieve CONTRACTOR of full respons ibi.l fty for the performance of suclrworlc, or for i he adequacy of such ma ter in ].. 1JYI. 1 such reviews, approvals or agreements shall In; obtained through COMPANY'S Construction Representative, or in a manner previously approved in wfTting by COMPANY'S Construction Representative. Chevron BB 015023 _= CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. EP-412-L October 21, 1980 Page 3 of 16 SECTION 2 - GENERAL CONlflTlONS AND PERFORMANCE OF WORK 6.0 PRECEDENCE t). L The following i t onus xharJLtake precedence in the order listed in the event, of con Cl i ct: a) Facing Sheet of AgrenHEent b) 'fenns and Coiul 11 j onsS- .. c) Refinery Ins true t i.onTElT 1404 d) This Specification ~ e) Construction Draw i ngs=^fn Appendix A.l attached to this specification C) Standard Spec, i f i eat i QS5 in Appendix A.3 attached to tli i s spec i f i cat i on ) Standard Drawings i n ITppctid i x A.2 attached Lo this specification li) Reference Drawings anrcL Spec i fications , Engineering Instructions, Recoimiiended Prac L i ces^=nnd Refinery Instructions in Appendix A. 4 afCached i o ifij.s iipcc'jTTc'.'U; l on . 6.2 As used in the standard spree i. f i cn L i on;; attached hereto: (a) "Purchaser" shall moan COMPANY; (h) "Supplier" or "Vendor" shall mean CONTRACTOR; anil (e) "Purchaser 1 s 'Inspector" shall mean COMPANY Cons true L i on_ Repre sentative. Ts. ti. 3 Unless otherwise express Ly__ prov i ded i.n this Specification, (a) any ilata, spec i J'i ca l: ions, matcrTal, .and work or any other matter which is covered by tills Agreement which the standard specifications require to be provided by COMPANY jfhnll instead be provided by CONTRACTOR; (b) any provisions of the standard specifications requiring COMPANY to inspect car-tain material_or work shnll_mcan that COMPANY has an option, rather than the obligation, Lo so inspect such material or work; (c) any warranty or "guarantee provisions contained in the stan dard specifications shall ibe of no effect and the warranty and guarantee provisions of this Specification, if any, shall apply; and (d) any item of material, work, i.rrspection or testing to be furnished at extra expense to COMPANY pursunriLTTto the standard specifications shall, he furnished under this Specification at no increase in CONTRACTOR'S compensa t i on . All provisions in Llie standard specifications concerning compensation or payment to CONTRACTOR i.rTOtase of delay shall be of no effect, and the provisions of th.e Tcnns3md Conditions and of this Specification shall apply. J Chevron BB 015024 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. EP-412-L October 21, 1980 Pago 4 of 16 In the eng ineer ing instructions, reference to COMPANY'S personnel shall be of no effect, rrfrd CONTRACTOR'S personnel shall perform all activities whi.ch arc; Loire performed tinder the engineering instruction:;, except as otherwise prcvVTdcd elsewhere in ihis .Specification. Where standard spec i f i cSP oils on materials contain sections covering COMPANY'S norma) requ i rtffihn I: for purchasing, ami field erection, these sections shall be of noSEFfect except as otherwise expressly stated in Ihis Spee i fical ion. 7.0 FIELD REPRESENTATIVES tS 7.1 COMPANY'S Representatives COMPANY will maintain a Representative in the field pursuant to Para graph 4.0, Refinery Ins35uction No. 1404, GeneraJ Instructions to Contractors Working Within the Refinery, attached. Examples of his funef ionST'Jirc to; a) Establish and maintaifC field liaison between CONTRACTOR'S Con struction Representatfve and COMPANY. b) Provide, materials Lo_jj&NTRACTOR as provided in tills Specification. c) Review CONTRACTOR'S erms true l: i on srhedule . d) Provide drawings and other detailed informal ion. e) Explain drawings and specifications as required. f) Make such inspect! ons COMPANY may desire in order to check the quality and progreSS^Tif the work. g) Review and approve field changes or material substitutions, or any other matter whereACDMPANY'S approval or agreement is required by this Agreement. "I- h) Negotiate with CONTRACTOR'S Construction RopresentaLive the adjust ment in compensation affising from a Change. 7.2 CONTRACTOR'S Construction Hgpresentativo CONTRACTOR shall maintain Slons true t ion Representative. i.n the field at all times who shall a c t in fu11 charge of CONTRACTOR'S work and maintain field liaison boLw&en CONTRACTOR and COMPANY'S Construction Rcprcson ta tive. ~ Chevron BB 015025 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. F.P-41Z^L October 21, 1980 Page 5 ol16 Examples of his fimcti onS-are to: a) Represent OONTRACTORZIn matters pertaining to construction quality, per runiiance seliedu ] errfnd acemint i up, practice'. I>) Represent CONTRACTOKniuring tests, including but not limited to ail tests related tiOEcceptancc uf tlie Facility. c) Receive: materials franr COMPANY as provided in this Specification. d) Negotiate for CONTRACTOR tlie adjustment in eotnponsa t i on arising from a Change. ^sr 8.0 OTHER CONTRACTS 3jE _ COMPANY reserves the right Lo 1 otlo their contracts or perforin other services in connection wiili CONTRACTOR1S AVork hereunder. CONTRACTOR shall afford others equitable opportunities for the Jo production and storage uf their matori Is and the execution of their work :3rrd shall properly coordinate its work witli i he irs. --" 1.0 SCIIKDUI.E .- CONTRACTOR sliall maintain a detailed construction schedule lor all phases of the work. ~ ). I 'I`lie construction s ciiedu J uTsfia J. 1 indicate, lor each portion of the Facility, the dai.e oi. tlie_a.tart of the work thereon, job progress and completion date. Completion dates on such constructions schedule shall, agree witli the Faci trgf Slice t of this Agreement. COMPANY'S Construction Representative will review tlie schedule witli CONTRACTOR'S Construction 'Representative at periodic intervals to verify that the Facility iijfprogre.ssi ng as scheduled. Modifications In tin: schedule which afflict the: compJcl ion dates established in the .schedule must be. approved Iff writing by both CONTRACTOR and COMPANY. V.3 It is understood that the CONTRACTOR'S compensation, as provided for in the Facing Sheet: of th i FAgrecmen t., includes all overtime payments, premiums, bonuses or o therm}: Iras required to meet tills schedule, and that CONTRACTOR shall not brr entitled to additional compensation for these amounts except as otherwise provided herein. 10.0 WORK WEEK AND OVERTIME CONTRACTOR shall pursue to field construction worlc on a 40-hour per week work schedule in accordance witli Paragraph 6.0, Refinery Instruction No. 1404, General Instruction to ContractorsKEorking Within .tlie Refinery, attached. Chevron BB 015026 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. EP-412-L October 21, 1980 Page 6 of 16 .0 PUNT RECIIUTIONS - Prior to the comiiKuieenien t of work, CONTRACTOR Kiwi i I become fam i 1 i ;i r with Llie plant regular ions specified i n TTDe attached Refinery Instruction No. JMFi, General .Instructions to (a>n LracQTrs Working Within the Refinery and the I allowing regulations. CONTRACTOR shall, he responsible for compliance with these regulations during the exrxntion of his work. 1 ] . 1 Electrical Safety Rcquirraircnt.s CONTRACTOR shall prov i doiesmd use ground fault circuit interrupters for personnel protection at ZGQ construction sites (including areas inside existing plants) on all .1.20 volt, single phase. 15 and 20 ampere receptacle outlets. llnhhe.1 I type (.TP or I'ortaTPowe.r Pnk Itie. Model 72 series are typical of acceptable portable receptacle units. Ground fault circuit intdfiuptors shall, not be used in areas where flammable vapors are presiffit. it is essential that the ^jrolar i. Ly of the. conductors in all cords, plugs and receptacles supp.i y i ipf^R ing.l c polo portable ground fault circuit i ii I. e r rup I c r mi i I s be pri>|TTT.Iy ma i u La i nod in insure proper operation of tile oil i I s . ~= 11.2 Work Space and Storage Arnff COMPANY will assign spacczfEh the general vj.cinily of Li>e~ CONTRACTOR ' S work for CONTRACTOR'S offjuEc, work space and storage area. ,1 .1 .1) Safeguarding Work and l'roptn'ty Construction activities shall be confined to the work areas and immediate area wherever practicable or required. CONTRACTOR'S operations shaHl bo so conducted that a minimum of damage and inconvenience caused Co oilier refinery facilities, the public or to owners and tenBnts of adjoining property affected by the work. CONTRACTOR'S work and equijfment shall, he guarded by barricades, delineators, trench c.overs'T'etc. Lights shall be installed at idle machinery, or at other obstructions on roads and accessible areas from senseL to sunrise. Chevron BB 015027 chevron u.s.a. ikc. engineering department - el paso, texas SPEC!!' I ('ATI OH HO. EP-412-L October 21, 1980 Pngc 7 of 16 CONTRACTOR shall be responsible for installing temporary roads, ns directed by the Company Rcprecantnrive, to maintain access to existing (pc ra t i nr am! r.'.a i ni I'lKinrcJjic 1 1111 os while conn l met ion is proceeding. All electrical pole:;, guya^" pipeline!!, drain:! mid other facilities on nr near lac working artTT shall be plainly delineated, fenced or rop. d of: by CONTRACTOR , nT d 1 rcc ted by the: Company Representative be lore the work begins. Repair of any damage!! to these facilities si in 11 be the rcsponr.ibil i.t,yT of the CONTRACTOR. Wien CONTRACTOR, alter due notice, fails teOren tore any taciliry us required herein at the completion or during^ t.lie course or tlie work, COMPANY may per form this work and deduct rithe cost from the sura due or to become due CONTRACTOR. r-npcrary construction facilities 12.1 coin RACTOR shall provQo and Install all necoennry temporary focilitioo Inc 1 ud Ing ,"b_u t no limited to, tool rooms, locker rooms , toilets, offlco and sjtjarchou oc . All temporary Installations ohali, bo subject to approval by COMPANY prior to installation. 12.7 In addition, CONTRACTOR shall provide all necessary temporary equipment nnd material_including, buc not limited to, shoring, ronercce forma, bracing, ladders, ucnffoldlng, staging, drop clothn and ta rpau 1 lit* , 12.3 CONTRACTOR shall nnintfEin all temporary facilities, material and equipment in a safe aiuT ndcqunto manner and remove them immediately upon completion of chotvork requiring thoir presence. SURVEYING COhTRACTOR shall perform all surveying necessary from base lines and bench marks established by COMPANY. The accuracy for all grades, elevations, and plumbing of any structures and_J_pcation of facilities described in this 5pcc 1 l1cat1 on nhnll be tho reipdnsibi11ty of CONTRACTOR. Chevron BB 015028 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION WO. EP-412-L October 21, 1980 Page 8 of 16 14.0 DELIVERY AND HANDLING OF COMPART PROVIDED MATERIALS 14.1 K itcrin] :i furnished by COMPANY will he available Co CONTRACTOR nc ':;c Rvfinery Si nrehousoT-C- CONTRACTOR shall provide Lhe necessary labor atul equipment foi'TTnnd 1 ing and transporting materioln. 14.2 CONTRACTOR shall be. rcsyrtfrisiblc for keeping .all material In good condition until Acceptance of the Facility, subject to. Section 5.3 of the Terms and ConditTHno. 14.3 l.'pon completion of the Facility, CONTRACTOR shall provide COMPANY an inventory' of all remaining material which was provided by COMPANY including the quantity, description, and the item number for each item. When directed by COMPANY, CONTRACTOR shall transport ch'c re maining material to thcTLocatlono on COMPANY'S premises designated by COMPANY. 14.A CONTRACTOR'S requests foTTi thdraws 1 of COMPANY-furniohed material ar.d equipment shull be batted on quantities shown on drawings or lists of materials furnished by ""COMPANY. CONTRACTOR shall obtain approval from COMPANY'S RcpresentsTive before materials in excess of the quan tities shown on Lhe drawings or lists of materials will be issued. 14.3 CONTRACTOR shall (a) be pCTponnible for keeping all materials and equipment: in good condition until the completed Facility la accepted by COMPANY, including wiI liou L limitation (1) taking any necessary steps such as painting, greasing, installation of rust preventive oil, or covering, etc., to"protect all equipment externally and inter nally I torn mechanical damzfgr or damage from lhe elements, and (2) protecting all ins truinent-Tand control panels from corrosion, etc., due to humidity, precip i ffnrion, temperature, and atmospheric conditions or environment; (b) be hcLd. accountable for surplus materials furnished by COMPANY, items received from COMPANY snd to be returned, and for shortages or damages to erpripment and' mater inis furnished by COMPANY, I4.6 CONTRACTOR shall promptly check bills of material or drawings for any errors which would rcsult^in shortages and shall, notify COMPANY in writing, if there arc any ggch errors or if the equipment and materials listed are insufficient tofTncet his anticipated needs. Delays caused by CONTRACTOR'S failure toTIliocovcr snd promptly report ouch errors cr chat the equipment nndrmBterials listed are. insufficient to meet Ills anttcipa ted needs. DeLays caused by CONTRACTOR'S failure to discover and promptly reperrt sucli errors or that the equipment and materials liDted are insufficient to meet hlG anticipated needs shall net constitute n basis, foz extension of time of completion under Lection 32. or a basis forTeimburncinent under Section 3.3 of the Terms snd Condicionp. SE Chevron BB 015029 CHEVRON U.S.A. INC. ENGINEERING D RTKEKT - EL PASO, TEXAS SPKCI1T CATION NO. EP-4I2-L October 21, 1980 Page 9 of 16 15.0 DRAWINGS AND DIMENSIONS ~ 15.1 COMPANY will provide to COST RAPTOR two coplcn of all percincnc standard drawing,::, standard speciCfcationn, reference drawing,?), and construction draw 1 up,:: . One copy of VcyuTor'a draw I up, a will be provided for a L1 equip ment that COMPANY supplleazT 15.2 CONTRACTOR, shall be ronpoimlble for notifying COMPANY If there are any errors in the Spec, i f 1 nit ion Drawing:', and/or conflicts with existing fact 1 i l i us , CONTRACTOR shTTll. submit any proponed change or suggested deviation from the drawings to COMPANY for written approval before beginning fabrication and/or installation. 16.0 INSPECTION AND TESTING _ 1 (i. 1 General 7~ CONTRACTOR .'.'ball be /; n ] e ly resjuin:: 1 b 1 e fur thorough crqfi: inspection during construction and fq2i Lire quality of the wort;. COMPANY will make such inspection as CQELPANY may desire in order to check the pro gress and quality of the wgrk, to see Mint CONTRACTOR'S employees are prepetly qualified in theiTLrespectiv<> rrafts, that workmanship is of an acceptable grade, and. that all requirements of this Specification are"being met. Such inspection or any other inspection or testing by COMPANY shall in no wayTTclieve CONTOACTOR of full responsibility for the work hereunder. = 16.2 We i d i n r Inno ction am! Qualification CONTRACTOR shall arrange for welding qualification tests at hi:: expense at El Paso Testing, Company, Inc., 2315 Myrtle Street, El Paso, Texas 79901, phone 532-3831, or other approved testing firm, in accordance with Engineering and Maintenance Instruction EP-22QE-- Welders shall be required to pass qualification tcstfTbeforc performing and operation. COMPANY reserves the right.to require additional qualification tests during, cons truetionTif It Ims any doubt about the competence of welders. COMl/ANYLshall be allowed to witness tests and to examine lest coupoiTST If additional tests are required and passed by we ldcrs ,--itrbst of retesting will be borne by COMPANY; if failed, cost of Tiltcsting shall be borne by CONTRACTOR. Chevron BB 015030 CHEVRON U.S.A.- INC. ENGINEERING DEPARTMENT - El. PASO, TEXAS Sl'ECIl'lCA'i'l ON NO. EP-412-L October 21, 1980 Page I 0 nf 16. 16.!) Hydrostatic.. Tc .s L i n. -- 16 . /* Kqu i pmon r and P i p i nj; - t?TTiTTTAOTOK shall perform hydro:; l a l i c tests, in accordance with Re l! i nerval ns t rue t i on No. 1.501, on ail equipment and lines after c: tec t i mi, hull before any insulation nr backfill, ami with all welded, screwed or fXnnged joints exposed. before performin'.; anv hydros fa L i c test, CON litACTOR shall notify COMPANY'S Ccms t roc t i on Re presentative so flic iontTjT in advance so tliaL all hydrostatic tests mnv be witnessed by a refrtrsentat1ve of COMPANY. CONTRACTOR shall provide all equipment uczalcd for use in hydrostatic tc.stinj;. 1 ns t r iijnen t Tes t: i ng ' CONTRACTOR shall, inspect_And make all necessary tests and such addi tional tests as COMPANY may request to insure that instruments are installed correctly and itLll function properly in accordance witli Specification No. KG- 158T5"!" except: that: A. Any pressure gages Lira! are damaged shall he returned by CONTRACTOR to COMPANY. (.'0MPANY_wj 11 repair, test and adjust such pressure Rages and release LlLefiLto CONTRACTOR with a lap, attached to each gage ideal ifyinj; rheejfage and show in;; Ilia I it iin sa t i s In r t -1 r v coml i t i on . It. All relief valves sliaXl be returned by CONTRACTOR to COMPANY. COMPANY will check arnl^ ii necessary, adjust, relief valve settings and release the v;i I vi-Jf t n CONTRACTOR with a taj; attached to eacli valve identifying I he vn 1 vo , showinj; that: it is in satisfactory condition, and nu t i npyThe set pressure . 16-5 Concrete .Samples -- COMPANY may perform comp rfHTs i on .-11111 slump tests on concrete. CON TRACTOR shall furnish smiTples taken in accordance wi til A STM Specif!cations as may lu- riMjiirs Led lor l lie. I n] lowin;; tests and inspections: A. Compression Tests; ITcy 1 i nders 1. nmi each .10 cu. yd. of structural concrete placed each _ICay. II. Slum]) Tests: Per i od GSisamplos daily dutin;; pour in;; of concrete. .<) I|n 1 1. ing-llp J'ract ice 53 The bolting-op of J'lan;;ed j o i n L s'TJS.i a 1J be in accordance witli Eng i neev i ng Instruction R-800. Tn add i t i on , 3hc. followini; procedure shall be used for sp i raj-wound gasketed flanged j o frft s ; Chevron BB 015031 CHEVRON U.S.. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. EP-412-L October 2i, 1980 Page 11 of 16 1.7.1 A programmed bolting sequence of uniform loads, i . e. , start with the flange bolt in the 12 o LeLock position, then transfer successively to the 6 o'cLock, 9 o'cLoeJc, 3 o'clock, etc., bolt position, increas ing the bolt load uniformly each time the sequence is completed. 17.2 Tighten the bolts until TUfe flanges are uniformly seated on the gasket centering ring. Tlybricatj on of the gasketed surface is required only where neceisirary to obtain tight joints. 18.0 Cleaning Up _ During the performance of the wEErk, CONTRACTOR shall keep a reasonable degree of order by disposing of accumulated rubbish and waste material and, at the completion of the work, the sitSE shall be cleared of all debris, left-over tools, consumable supplies, antf "material which may have accumulated in the performance of the work. Whcrerlhe CONTRACTOR, after due nojiice, fails to keep the area of Ills work rcasdfthbly clean and safe, or fails to clean this area at the completion of the sa&k. COMPANY may perform this work; the cost of such work shall be for CONTRACTOR'S account and may be deducted from the sums due or to become due CONTRACTOR. 1 `>.0 Coni]) let ion fTI The work will be considered "complete" when CONTRACTOR has performed all work expressly stated or implidttlin this Specification. Chevron BB 015032 CHEVRON U.S.A. INC. KNC1NKERTNO DEPARTMENT - Ft. PASO, TF.XA! SPECIF! CATION NO. EP-412-L :Z_ October 21, 1980 Page 12 of 16 SKCTi()N~7 - CONSTRUCT I ON i.i:. ;: t| ion amplifies llir I'nnsl nirltiTh details Inr :: i >im |hm I ion.-; of CONTKACTi )i! 1 S oil . Tin- p rov i s j oiis .11 o genera 1 I y ajTp.L i cab i e In .ill. the lari I. i I i es cuveri'd by ! . . '. i 'ii I i ca l i on . 0.0 CKNKUAI. .. --- 2 0.J Pip in); and I ns t rumen t Dfrofi-nnis .'0.2 i'ipiuj', ;md 1 ns trument 1) r.'tp.rnnis show nil .ml ieipated e<|u ipmcn t , in;;i rn mentation, .linos, lino (kEas s i f i, c;i L i on ;iml sizes, .'is well ns p r i no i p;i I vonls, di'.'iins, ;md sleanTrml eonnerl ions. Final Connee Lions If it is necessary lor (fffilrKACTOK to make connocl ion lo any COMPANY iaci lily a.I ready in so rvte. CONTRACTOR slial. I i'oi|oes I. a daLe for making, snrh nmnrrl inn iffiShdvanco so lliat COMPANY Cons I ruetion I:. j > r i - sentat.ive can schcdnje a_shutdown. No work shall, he done until a Work Perm i I has boon issHEtl. COMPANY Inspector musl. he presenl while work is in p rogres's. SE I .0 PUMPS AND DRIVERS jB '. 21.1 CONTRACTOR will install aSPhlrivon djaphram pump in connection with air and process' piping. gj 2.0 INSTRUMENTS je . 2.1 Scone ok Work T 12 iNTRACTOK shall in.sla.ll Trts rrumen I; s and instrument materials in accordance willi COM I'ANY ' ShT i p i ng and Instrument diagrams, [ ns t rumen i Schedule:;, and oilier i n s I jSmi'i 11 drawings listed in ihe Construct inn Drawing, Index. CONTRACTdfiTsha l l clean, lest and inspect instruments prior I o s I . 11 l u p in ,n:i'ii|iiaiice w i I i i ,'ipec i I i ea I. i > >u IdI h . Mount i hi; rk Installai ion drawing,:; per tf.Ti n i ng to supports and moinii ing, are not included lor b r:i eke l -moun LTuI i ns 11 umen l a such as pressure and Lianpera l lire I rausni.i 1.1 era . Mfujnnim re.t| u i remen t. s lor I hose i Leins arc that they he free from v i hep C i on , loca led for case of maintaining, aiul adjusting the instrument aiul not create a personnel hazard. Wherever practical, tile hitrrtkets should We .located at. the instru ment com ei line -i t'eoL abosec grade or operating platform. Chevron 015033 CHEVRON U.S.A. NC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. EP-412-L October 21, 19S0 Page 13 of 16 0 MECHANICAL EQUIPMENT 23.1 CONTRACTOR shall assenibLc--and sot mechanical equipment mount drivers, and assemble lubricat1ng~jfnd seal oil systems, taking care to prevent contamination of equipmenT. 0 PIPING _ 2'-t . 1 AJ1 piping, except that tiSfrked "by oLhers" as sliown on Llie Cons tract j on Drawings shall be installeff by CONTRACTOR. J''ahr i. cat ion and i ns OtU a L i on sit a J 1 be in aeeo nluuce w i 1. ( i ) This Rpei. i1 ieaTlon. ( i i) A NS 1 i',31 . 3 , l'ejj'o 1 emu Ref i DC1 ry 1 ' i p i it}'. Code . ( i ' i 1 P i p i ng, S 1 amlaieiLs, Drawing, ( i v ) Spar i f i c. i L i on , Ruhr i en C i on of it eel J' i pc weIdi m;', and !>r i ds'O VECLfd i nj; v (vf| u i roililCll 1 r. a ro >;poc i Fi <:*d we 1 da win* n i e qti i rdlL^.slia ]. J. he | ) < * i del ail:: 2 3 ol Di-i P.'i. 3 No valvos shall bo lnsln.CL.iid wilh slonn: pointed down. Vi . i "Dummy If;'.:;" .'.'hall lie <i|>cn._fiidfd. Welding, o I' llie il i immy leg. In the unlive line shall lie in.ule_^ca re I'u I I y in preserve wail I li i rkness "I pipe. P-i .'.i I some trie Draw i ngs IT7 COMPANY will provide dimefiSxoned isomeiric drawings for lines 3/4-inch and larger shown on piping^Tmd Instrument D i an,rain:;. Details such as vents, drains, sample con itch L i on:;, purge connections etc., will cither he shown by separale do I a CL drawings or by reference to s I'andu rd il raw i ni;:;. I some I r i c:; for small uli.I.fHy lines may noi be fully d i mens i oned . I1 a. 6 Ron I i ng I o lima 11 j, i no:: General rooting only will Jic sliown for small, lines such as auxiliary pump piping,. Exact rou t i tfjf^for such Jines .shall he determined in cooperation with COMPANY 1S-X'onstruetion Representative before instal lation hy CONTRAG'I'OR. Chevron BB 015034 CHEVRON U.S.A. INC. -- ENGINEERING DEPARTMENT -.EL PASO, TEXAS SPECIFICATION NO. EP-412-L October 21, 1980 . ._ l'a^e 14 of 16 24./ '.'in.'; anil Hi a in:; mi 1' i ] i ijtyt 34 .8 V'nls and diains I'nni i real--Lor operal inn am shown mi ; he pjpiiip, and Instrument p ! a," rams . COMPANY will furnish del a: I drawings ; 'n i .w : i: ; local inn ni these von t a jsTfTd drain.1;. It 'V.vvrr, veil Is and lira ins a I ai J and low points in l Lie pi pi in1, which am required fur comp]cle vcnl iniy or diainin;', loi 1 iv d ms L a I ic leal may mil he shown on them drawings. Any such addiTTonaI venls and drains siia! I he instalJed by CONTRACTOR. All. ven Is land drains .shall be installed in accordance with Drawinp, l Hi-I.'I I 315 a75T app J i ca b I e cons I me I i on drawl np,s. Vents and drains installed lordly dims fa t i c te.sl.inr, shall be pluj.'p.ed and seal, welded upon comp U:LtOTI ol UixLinjj. bine _CJ e a_n i njj -- I'ipint1, alia I I be washed orlcblown elean with air in remove loose ma I e r i a I s . This may he perl onm-d i n zS'ii j nnc t i on w i f h t.lie hyd ros l. a t i c test i up,. 2 4.'< Oj Iv W.'Oyr _aml .Storm Watum^ Drains CONTRACTOR shall i ns t a I I. Alf ,l.y wal. or and storm wale!' drains in accordami' with Spec i I icat ion RTS 5M2. K-icIi seel ion ol drain I i: nfUrs h.'l I .1 be liydrosl.il i c.'i II y lest ml by GOiJTItAO'H'I: in m cm il.imv with KG - 5 fiPZlTe l.or e back I.'i .1 1 and aj;aiii before placement of any area pavi nj; over the line;;. .CONTRACTOR shall advise COMPANY Cons true t ion Representa I. Egg in advance before performin'"' any hydro- s I a tie I e s l i iii; . ;= . o ::tki:i, work 2 6.1 I' i | n - S11 j i p i djjj_ ON TRACTOR shall I a hr i ca 14^ locale, ami i nsla I I all reqn i red pipe up ports. Supports lor srcrJ .1 lines not shown on p ni je e I d raw i lie,s nil .1 be field fain* icattuLjiy CONTRACTOR. > S ? limits anti jKJjj_>s All bolts and clips tequ i.TZp.1 to l.a ten a 1.1 1'ipe supports to sunetma shall he installed even Llrunp.li the at tnchtnents are not shown on fiic construction drawings. -- Chevron BB 015035 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - KL PASO, TEXAF SPECIFICATION NO. EP-412-L October 21, 1980 Rape 15 of 16 Pr'.3 Welders field Wi'liliiij1, on steel wircl; :; i l;11 i be done I) y welders who .-ire qualified a:; spec i f i ed in Soil inn 1 6_. 2 of l li i s Epee i I i on I i nil . :'(i.o i-iincreit: wori: ^ o. i Scope i>I Work CONTRACTOR shall. provide Tend bo respous i l> I c lor all co.ncri.lo wmk. ? 6.2 Mo l hods I'lac inp, and eui'ine. emiereyy .'dial I In' in aroordanro wild Spocifioai ion KO-850. g Material and I ab r i ca I i on TfJ roi n I'ore i up, shall conform to .Spec i [ i cu r i on KC-SIb, uni os;: o l herw i so'JtTro'r. i f i ed on I lie drawi ops . pb. Projio r I. i os Ready -M i \ concrete shall. .he. in ac 00 r dance w i I. h ASTM Spue, i f i cal f on C-d'i. In field in i x concrete is jSgred, materials lo In- used and U10 procedure I 11 hi- I o I I owed in )i rojio r 1 ran i ii)', and in i i 1 ip I'orl laud Cement Concrete in I ho I'ieJd shaj J con fornov i l Ii Spec i I i ca 1 i on EC-8,r)i. .Consistency and workability shall bo in accordance with Spec i I i ca t i on K.G-851 with a in i n i mi mi ultimate eomproeurrxre slronp.tli of 3000 ps i after "28 days- of our In;;, maximum agprep.a lefhtLi 1:1: i/h - i noli, siuinp I to 3 inches. Method of ineasnr inp, materjTlis shall bo. sudi that the pr opor 11 on s can be accurately controlled iyisi easily cheeked at. any time during the work. 6. 1 A1 ichor B1 Mj:s All anchor holts seen r i up. mrrrcli i nery or equipment, shall be provided willi sleeves in accortlancg^P i till Draw inp, Gi;-Q6o!l22. After setting equipment , these sleeves slta 1,1, lie i i 1 J oil with prout. Anclior bolts shall he aee.ura I <0 y p 1 nc(Hl_aiul securely lied to avoid movement tin r inp, concrete placement.. __ P6.r> Special Techniques Tits CONTRACTUR shall consul I (3111'ANV ' N Cons I rue I i on Represen fa Ci vo before us inp, sueli special foehn i cjtr&s as, for example, precasting pipeway stanchions, or pumping s Lone turn I conereLc. Chevron BB 015036 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO.' EP-412-L October 21, 1980 Page 16 of 16 11VPROSTATI C TESTING 27.1 Kqu i pmon 1 ami piping -fEOTTKACTOK shall perform hydro:; la t i c test in accordance with I ns truetion K-300 on all e<|uipmen1 and lines a f t e r erection, Inn before nray^ insu1 ation or backfill, and with all we l tied , somwed or flanged jo i aLs exposed. All small connections (drain '* > bleeder:;, material and simplo cniim; c I i on:;, level and gage glass C O 11 " noction:;, anti LhermomeLcr and pyrometer wells) shall be in place during, lest ing and shall be subjected to the Lest pressure out t ibe first valve of ihe .connection. before performing any hydros M t i r tests may be w i Lnessetl Jiy COMPANY inspector. CONTRACTOR shall I urn i : i! j all equipment needed furruse in hydrnsial ie tesLiug. Chevron BB 015037 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. October 21, 1980 Appendix I Page 1 of 1 EP-412-L A. 1 CONSTRUCTION DRAWINGS Drawing Number PD-36-29961 Sheet 5 PD-36-29961 Sheet 6 PD-36-29961 Sheet 7 PD-36-29961 Sheet 8 PD-36-29961 Sheet 9 PD-36-29961 Sheet 10 PD-36-29961 Sheet 11 PD-36-32159 Sheets 1,2 & 3 Title WasS Asphalt to D-3612 Temperature Control Manifold, D-3612 Ai r=to~ Pump, G-3658T StffiTto K-3628 and Gut Line Oily^Water from K-3628 Oily-Water Drain from D-3612 Oily'T'Jater Drain Piping at K-3628 Drainage Ditch Steam Tracing Chevron BB 015038 Drnwing Number CD-I.-1037-1 Cl',-!,- )] 333-7 CHEVRON U.S..,. INC. ENGINEERING 1)EPARTMENT - EL PASO, TEXAS SPECIFICATION HO. October 21, 1980 Appendix xi Pnge 1 of 1 EP-412-L -- A.2 STANDARD DRAWINGS Ti r1o Root 1VTi 1 ve J.nj: lal J n t i on VontSSHnd Drains for Linns and Equipment Chevron BB 015039 Drawing Number EG-850-C EG-851 EG-1048-A EG-1049-C EG-1586-E EG-2454 EG-2505-H CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. October 21, 1980 Appendix III Page 1 of 1 EP-4I2-L - - A.3 STANDARD SPECIFICATIONS =# - Title Placing"and Curing Concrete Concrete Proportioning and Mixing SmallTSols and Equipment Supplies Instructions for Cleaning, Testing and Inspection of TfiffCruments Prior to Initial Startup ProteSETbn of Mechanical Equipment during Construction Fabrication of Steel Piping Chevron BB 015040 CHEVRON U.S.A. INC. ENGINEERING DEPARTMENT - EL PASO, TEXAS SPECIFICATION NO. October 21, 1980 Appendix IV I'nge 1 of 1 EP-412-L A . A REFINERY AND ENEINJIER J.NG INSTRUCTIONS Drawing N inn be r KP-2-200 K-SOU 104 J 5i)l -S - Title Weldetifiuali f1 cation lh> 1 t i iTg5Up Prae t i ce '1 ns t frfifE i ons to Ci.iiI i:;k:I'0]-:; Working, Within the Refinery Hydrostatic Testing of Equipmen L Dr.tw in:1, or Komi Mmiiiii'] F i jpi re i Table I A.A MISCELLANEOl)S Tit 1e Shot* ing~7inti bracing of Excavations Minintuiir"Requirements for Trench Shoring Chevron BB 015041