No preview available
HomeMy WebLinkAboutPlans5 10F1 7 6 vH-P10-001 7 2 3 41. PRE4TY EqJNDARY q,ISI'E tr FENCEI' SIE ALL REV'S REVISED DATE: o6l{5lzo23 DRAWING STATUSNOTES REFERENCE DRAWINGS REVISIONS williffis.ev WILLIAMS FIELD SERVICES - PICEANCE BASIN VASSER HEATH COMPRESSOR STATION PLOT PLAN G€dtnc w t+od-o' -t-rLr- e . --i-. -.:.12'--r!J Hs NAIUnA- ors Rdrte.------. o -tI 3 ?" E'J' Ptll{T -t,8"*r Ze o _t + It"_t8't" ? h+ o -tI! z b+ .+8"+- b" -t8'*"q." z4 z Zb \r, \t tF o w o+5d-or _t e+ 2iil ?-o +o d -tI+ i3il dL T NKS :il!+ z " " " "*Ery <\ \" FIU i;lj . . dURIED sDclId$+IEADER . ;E O+sd-O' EIlrT 1A2o (t,z FJA H ca rrl HtJrt{ F..H F 'a zo F<Ur{A U)zFo2 tr ta,l TItnl{t Fl EIt- A Fz trlz 24sF':*l:A!.i .E.Eoz9;tA7a-o& e"H fiHg! AeElt >,..,.""F;rg5l.l (t) r{& gEr NT:EE-EEa 9Juit99 .{ - Et:Eez = c.dEII E E.=N+t _86AVt EI LEI H€E gFEit== e =l El = E 5= E'!.+15frl- =l 'E =9EI=E h EI E g E EEI - EL >' V L!/Etf l= rlfii' IrEisrlEse ;6 a;EiDs E r+os'-7' E t+oo'-o' o PAO c/L E l+28'-g' 20'E t+5o'-d F.2 I o -Jgl r&* I \t{2 A CP E(SING T.O.C. PAD E. zd ""rjg9g!}-99 E 2+oo'-o' qL vltlCP H-670 L_l TK-670n 2+5rd-0'E gIE lDmEss!,19600 HlCrwy 6 ad 2,+ Unlt Pmdrutq C0 6l6J!t L @HFRgIffi I lil I i liLl rlll,r.'1.! ,l REFERENCE DRAWINGS AND 1NFORIVATION RryISIONS OATEoFscRttrtoN CK n SY ilL SPRO@ EY: INO REOO: IUUSINU NUMECB:I I vH-Loo-ool Edited &r L0RI.WWER Jun lJ,-202J _ lo:ftm lo4oslzt I I oNONELML ELECTRICAL DRAWING INDEX nu:CUTSI ANCIfS: WED ASS'Y: !1 /8' il /2' IOI MCES PROPIRTY OF WUNS ND IS ilOT TO BE USEO FOR NY PURPOSE OfrM frA IHAT FOR vlHICH tr IS SPECIflruLY ruRNISHED- WILLIAMs FIELD sERVIGES -PIEEANtrE BASIN- WLLIAMS FIELD SERVICES VASSER HEATH COMP _ PICEANCE BASIN RESSOR STATION vH-E00-00 1 WILLIAMS FIELD SERVIGES VASSER HEATH GOMPRESSOR STATION ELEGTRICAL PAGKAGE I ISSUED FOR GONSTRUGTION ELECTRICAL PLOT PLAN _ UNDERGROUND CONDUIT2vH-tL-200 ELECTRICAL _ ONE LINE DIAGRAM5vH-tL-1 00 ELECTRICAL _ PP*3 PANEL SCHEDULE0VH-EL_063 ELECTRICAL _ PP-1 PANEL SCHEDULE4VH_EL_061 ELECTRICAL SCHEMATIC - 24VDC POWIR DISTRIBUTION POWER - SHT 15VH_EC_OO2A ELECTRICAL _ HEAT TRACE DfIAILS _ SHEII 2 OF 20vH-832-002 ELECTRICAL _ HEAT TRACE DfIAILS _ SHE T 1 OF 20vH- E32-00 1 ELECTRICAL _ HEAT TRACE SCHEDULES0vH-E24-01 3 ELECTRICAL _ HIAT TRACE ROUTING D TAL0vH-E2+-012 ELECTRICAL AREA P LAN IA c0 M PRESSOR BUILDING HEAT TRACE P LAN0vH-[24-01 1 ELECTRICAL - HEAT TRACE KEY PLAN0vH-E24-01 0 ELECTRICAL - GROUNDING DilAILS0vH-822-012 ELECTRICAL - GROUNDING DIIAILS0vH-822-011 ELECTRICAL - GROUNDING DtrIAILS0vH-E22-01 0 ELECTRICAL AR EA PLAN EN LARGED VIEW IA C0t'/PRESS0R B UILDING GROUND ING0vH-822-002 ELECTRICAL PLOT PLAN _ GROUNDING2vH-E22-00 1 ELECTRICAL - CABLE SCHEDULT0vH-El 3-01 0 ELECTRICAL _ AREA CTASSIFICATION1vH-E01 -001 ELECTRICAL _ DRAWING INDEX0vH-E00-00 1 DRAWING TITLEREVDWG. NUMBER 9 * tc D o E E F G G 7654 ORIGIW DMSNGs ry sf, tNc.CKBYUTERry.DESCalflrON vH-E01 -001loFt 0w-Et-s00 EdiH Sy: LoFl,Wffi Jun lJ. 2021 l0:4Jom OEN06/26/12rssus FoR coNsSucnoN o1 /t3/12I-=20 -0-DEN ilLffiJffiJS5- Affi m7frffi-[$0ffiffi JNI NO:l**lfr FI FCTRICAL AREA CLASSIFICATION ru:tt/6' r1 /2^ us: flCLES: sELo NS't TOLEWCES fits oMUNG ls frE PROPffi OF UIUNS NO IS NOI rc EE US€O FOfi AY PUNPOSE OfrM frN ruI FOR ffiItr tr IS SPECflruY ruRNISHEO. \lr'ILLIAMS FIELD SER\/ICES -FIGEANCE E}ASIN- WTLL|AMS FTLLD stRVtcES - PICFANCE BASIN VASSER HEATH COMPRESSOR STATION vH-EO1 -001 3a:Q I 3 GEODETIC 92'17 OIL TNKS ,\o* E0+50!0' E i+00ril E 1+50',.0' olL E2+0d-0' AREA qlAlqlFEAToN LE9ENq flr^n* cuss I DV.1 GROUPO N cus I DN,2 GROUPD ENGIMERTNG Sru SWL SOELY ruPruSENT MW, CIODED DESIS FACILITY INFORMATION---r6rilm:gFFEiDe ELWATION:5,323 FEET UTIruDE: 39'2951.50'N LoNGTDE:107'5305 0/W DAI tr'05119123 oi/sr'r,P )A \ \ /fr\ v N 12'WtrLINSMIUWSS P/PEUNE E 2+50!0' c D D E F F G G REVISIONS ORIGINAL ORAWNGS 8Y sE, tNc.DATEDFSCRIPTIONREV.10F1CKBY vH-F22-OO1 0vH-EL-400 OEN06/26/ 12ISSUEO FOR CONSIRUCTION Edited Svr LoRl.NcAtrR Jufl 13.'2021 I0:4Jom DEN I 201/13/12I ":20'-O" JK03/01 /17Moc# 1JJ2s7 PHNE 2 IFC 2 THLML06/16/23t/oq lj[aJilg5 - ll $slil ffrc 7 coMmil - 6sut0 Fofl c0ilflfi.JclllN NE: ELECTRICAL PLOT PLAN GROUNDING CUS: NGLES: WEU AsS'Y: !1 /8' +1 /2" IHIS DMWNG IS THE PRoPERTY 0F Wl[JAl,lS ND IS NOT TO 8E USEO FOR ANY PURPOSE OTHTR THiJ{ THAI FOR WHICH IT IS SPECIFICALLY FURNISHED, TOLERANCES WILLIAMS FIELD EiERVItrES -PIEEANtrE EIAEiIN- WI IIA[,{S f ID SERVICLS PICFANCE BASIN VASSER HEATH COMPRESSOR STATION DNE:06116123 W 1+00{': I I I I I I I I I I I I i- II I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L I : I I I w 0+50€' T -r-€r---f {oI I II I I ! OILTNKS t ,,I aI ! I 1 I !L It ilY 0{o{' It IIIIIIII1, I -----* Y -l---rl---t-----"o'---- IiI a.>I I I I _----_J -&--- I I I I L I I I I n" gLoe. -L I?.-l-.O-r- - r---l* -I I tt'-',,rt I I I I I I rII I I -,.&.I I JI fts!1 CONOEN$ETANK ru! CONOENSIE TANK b.I ,.r---r- I I I I I I I I :-l I I I t-'|I I I I I I I I I I I I I ! I t I(.)I I I G}I '\9 I I I I I I I L I I : : I I I I I I---r-I I I I I I COMPRESSOR BUILDING t NEl{ COMPRESSOR EUII'0ING IACOMPRESSOR EUILOING 0wG.vH.E2{02 vH-E22-OO1 1. ALL GROUNDING SHALL BE INSTALLED ACCORDING TO THE GROUNDING PLANS, THE ELECTRiCAL DETAILS, AND WLLIAMS GROUNDING SYSTEMS DESIGN SPECIFICATIONS, THE GROUNDING AND BONDING SYSTEIV SHALL COMPLY WITH NEC 250 AND INSTALLED ACCORDING TO RECOGNIZED INDUSTRY STANDARDS. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL BELOW GRADE ANO ABOVE GRADE COI,{PONENTS AND TERMINATIONS. 2. DUE TO THE UNIOUE PHYSICAL STRUCTURE OF THE SITE AND THE ASSOCIATED EQUIPMENT, PRIOR TO CONSTRUCTION, IHE CONTRACTOR SHALL FIELD COORDINATE ALL UNDERGROUND WORK, THE ROUTING OF THE UNDERGROUND GROUNDING/BONDING COUNTERPOISE AND CONDUCTORS. THE DEPTH OF THE CONDUCTORS, THE PIPERACK/STRUCTURE PENETRATIONS, AND THE FINAL EQUIPMENT LOCATION AND CONNECTIONS TO AVOIO FIELD CONFLICTS AND CONFLICTS WTH OTHER TRADES. REFER TO THE CIVIL STRUCTURAL, AND VENDOR DRAWNGS FOR ADDITIONAL INFORM ATION. J. GRoUND CABLE T0 EQUlPtvlENT, SUPPORIS, AND STEEL SHALL BE GREEN INSULAIED, OF SIZE NOTED ON DRAWNGS. 4. ALL GROUNOING CONDUCTORS SHALL BE STRANDED COPPER WITH GREEN 6OOV USE RHH_RHW RATED XHHW (XLPE) INSULATION. 5. GROUND RODS SHALL BE 5/8,, DIAMETER X 8_FT LONG, HOT DIPPED GALVANIZED STEEL, AND SHALL BE INSTALLED WTH A MINIMUM OF 2 FT OF LENGTH BELOW THE FROST LINE. 6. BEFORE INSTALLATION OF CONNECTORS, ALL CONTACT SURFACES ARE TO BE CLEANED AND WRE BRUSHEO. AFIER BRUSHING, APPLY ,,OPENER A'' (BURNDY OR EQUAL) TO ALL CONTACT SURFACES. MANUFACTURER'S INSTALLATION RECOMMENDATIONS ARE TO BE FOLLOWED. 7. ALL METAL RACEWAYS & NON CURRENT_CARRYING METAL PARTS OF FIXED OR PORTABLE EQUIPMENT, REGARDLESS OF VOLTAGE, SHALL BE GROUNDED BY AN INSULATED COPPER CONDUCTOR. 8, GROUNDING CONOUCTOR STUB_UPS THROUGH CONCRE.TE SHALL BE ENCASED IN PVC SCHEDULE 80 CONDUIT. CONNTCTIONS FOR TAP CONDUCTORS SHALL BE MAOE UTILIZING BURNDY HYGROUND COI4PRESSION CONNECTOR SYSTEIV INCTUDING THE EtilBoSSE0 CoI/PRESSI0N OUTPUT FORCE NUIVIBER 0R EQUAL. ']0. MAXIMUM EARTH COUPLING II,iPEDANCE IS TO BE 5 OH[,{S OR LESS. 11. BEND IN ABOVE GRADE GROUNDING CONDUCTOR MUST 8E ROUTED WITHOUT SHARP BENDS OR 90 DEG. ANGLES, AND MUST BE APPROPRIATELY PROTECTED FROM PHYSICAL DAMAGE USING PVC CONDUITS WHERE NEEDED, SUCH AS \YHERE EMERGING FROM BELOW_GRADE- ]2. THE ELECTRICAT CONTRACTOR IS RESPONSIBLE TO FURNISH ALL GROUNDING il,4ATERIALS SHOWN. AND NOT SHOWN ON THIS DRAWING, INCLUDING GROUND CONDUCTORS. GROUND ROOS, PVC SCHEDULE 80 CONDUIT AND MISCELLANEOUS I,{ATERIALS REQUIRED TO COMPLFTE THE INSTALTATION IN ACCORDANCE WITH THE LATEST VERSION OF THE NATIONAL ELECTRIC CODE NEC 250. 15. REFERENCE DRAWINGS VH_E22_O1O THRU VH-E22_O]2 FOR ALL GROUNDING DETAILS. 14. CONTRACTOR TO LOCATE EXISTING GROUND GRID (GROUNDING ELECTRODE) IN AREA WHEREVER APPLICABLE AND TIE TO NEW GROUNDING SYSTEM. 15. CONTRACTOR TO VERIFY ALL ON-sKID CONOUCTIVE EQUIPMENT, IF AVAILABLE, IS BONDED TO SKID STRUCTURE. 16. THE ELECTRICAL CONTRACTOR SHALL PERFORM CONDUCTIVITY TESTS ON ALL FITTINGS, COUPLINGS, TERIilINATIONS, AND BONDS PRIOR TO COI/PLflING BACKFILL. ALL UNDERGROUND CONNECTTONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO BACKFILL. 17, AT THE COMPLETION OF THE PROJECT, THE ELECTRICAL CONTRACTOR SHALL PERFORNI FORMAL ELECTRICAL CONDUCTIVITI, TESTS, RECORD THOSE RESULTS, AND PROVIDE THE TYPED AND DOCUMENTED RESULTS TO THE OWNER,S REPRESENTATIVE FOR THE OWNER,S RECORDS. THE OWNER,S REPRESENTATIVE SHALL WITNESS THE RECORDING OF THE RESULTS, 18. GROIJND RODS SHALL BE DRIVEN BY HAND OR BY A POWER DRIVER TO A DEPTH TOP OF ROD 18,'BELOW FINISHED CRADE, LOCATE THE GROUND RODS AT THE STRUCTURE,S CORNERS. COOROINATE THE FINAL PLACEMENT OF THE GROUND RODS TO AVOID CONFLICTS WITH THE FOOTING. 19, ALL GROUNDING AND BONOING CONDUCTORS SHALL BE ROUTED AND PROTECTED TO AVOIO ANY PHYSICAL DAMAGE. ALL ROUND RTNCS AROUND PIPERACKS, STRUCTURES, TANKS, OR EQUIPMENT SHALL BE PERMITIED TO BE INSTALLED IN BACKFILL FOR COLUN1N FOOTINGS AND FOUNDATIONS WALLS. THE GROUND LOOPS SHALL BE PLACED AT A I,iINIMUM OF 36-INCHES FROM THE OUTSIDE BUILDING WALLs. THE GROUND RING SHALL BE INSTALLED WITH STJFFICIENT SLACK SO THAT MOVEMENT DUE TO BACKFILLING OR GEODETIC e 3a 92'1r' PUNT E 0+$!' E 1+m{. I I I I I I I I I I I I I I I I I : I E 1+S4' E2rm'{ I I I I I I I I I I I LEGEND AND SYMBOLS CONNECTION AT THE GROUND GRID GROUND CABLE, BELOW cRouND #4/o STRANOEO COPPER WITH 6OOV GREEN CRO55_LINK POLYETHYLENE (XLPE OR XHHW) INSULATION GROUND CABLE, ABOVE GROUND #2/O STRANDED COPPER WITH 6OOV GREEN CROSS'LINK POLYETHYLENE (XLPE OR XHHW) INSULATION OR STRANDEO BARE COPPER GROUND TAP, #2/O COPPER GREEN INSULATED I CONNECTION AT THE EQUIPMENT GROUND ROD DESCRIPTIONSYMBOL a o @ T a FOUNDATION REBAR GROUNDING CONNECTION GROUNO TEST WELL E 2+$4" I F = + ; in c D E E F =F = 2 G RTVSIONS ORIGINI ORAWNCS 8Y 10F1CKBYOATEREV.DEsCRIPTION vH-E22-OO2 OI D DSWNG NUilBER 0 THLML06/16/23Utrl U|/C236J95 - lA sYsIX RfG 7 CSlyflSmil - NUtll ffr COI$Rrmil Edited 8yr IoRI.H(]ffR Jun 18, 202J - 4r0lpm LML o04/03/233/4":1'-o" NE: ELECTRICAL AREA PLAN ENLARCED VIEW IA COI/PRESSOR BUILDING GROUNDING t1 /8" *1 /2" CUTS: ANGLES: WEL D ASS'Y: THIS DRAWNC IS lHE PROPERTY OF I{IITIAMS AND IS NOT TO 8E USTO FOF NY PURPOSE OruER frAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHEO. TOLERANCES WILLIAMS FIELD SERVItrEEi -PICE,A,NtrE EI,A.SIN- WiLLIAI,IS FIELD SERVICES _ PICEANCE BASIN VASSER HEATH COi\/PRESSOR STATION vH-E22-OO2 LEGEND AND SYMBOLS GEODETIC SYlvlB0L DESCRIPTION 92'17 a o @ I a GROUND ROD FOUNDATION REBAR GROUNDING CONNECTION PUNT GROUND TEST WELL CONNECTION AT THE EOUIPMENT CONNECTION AT THE CROUND GRID DRAWING LIMITS. NO MATCH DWG.GROUND CABLE, BELOW GROUND #4/O STRANDEO COPPER WITH 6OOV GREEN CROSS_LINK POLYFTHYLENE (XLPE OR XHHW) INSULATION GROUND CABLE, ABOVE GROUND #2/O STRANDED COPPER WITH 6OOV GREEN CROSS-UNK POLYETHYLENE (XLPE OR XHHW) INSULATION OR STRANDED BARE COPPER GROUND TAP, #2/O COP?ER GRIEN INSULATED r TIE TO EXISTING CROUND SYs'TEM TIE TO EXISTING GROUND SYSIEM IIT a (, =o (, l- =oz to E =J (9 2 =to PP-3 d =o E() F E oz Io E = (,z =/o T/P, JB-1 L :J DRAWING LIMITS - NO MATGH DWG. ENLARGED\flEw- IA GOMPRESSOR BUILDING 5' sCAtI: J/+'=l'-o" I I 0 o 0o o o DRYER c5504---r EF.I I o 0 o e t1 DRYER D45OAc650A-ir COMPRESSOR D-RY AIR RECEIVER COMPRESSOR EUILOINGSKIO DAlE:06116123 P B c D E E F F G G 0flffi|$9 vH-ezz-otoDMWN BY: REVISIONS BY: REVISION: X']ut'l$?oo". ro.,, wTLLTAMS DWG rD (Doc. No.) DATE: DATE: DATE: uMC236395 - tA0 WILLIAMS FIELD SERVICES - PICEANCE BASIN VASSER HEATH COMPRESSOR STATION ELECTRICAL GROUNDING DETAILS GROUND ROD & WIRE CONNECTIONS (SHEET 1 OF 3) Willffis"!+vSD-E22-O02 Rev.7 & FENCE SD-E22-001 Rev.7 DRAWING NUMBER REFERENCE DRAWINGSNOTES NOT USED NTS NOIE THIS OETAIL WAS TA(EN FROM WLUAMS DRAWING SD-E22.O02, DETAIL "12'' BURNOY YCF29-2N CROUffD]NC PUTE IF REQUIREO, EXIINO IO SKIO, EUIIJING OR EOUIPUTI{T SURI]DY YGHA COMPRESSION niMtMts (oR EAUll) CONCREIT OMITIEO FOfl Ct^fffi REBM ryP. s.s. tllAcHtNE 80Lr & LOC( \IASHERS I I 4 z I" PW SCHEOULE 10 CONDUII AITACHED TO FOUNOATION EURNDY YCHP_C CO[lPRESSION CONNECTOR AITACHED T0 totlEsr OUIBMOST RE8IR (sEE GINERAL NoTEs SELow) GENERAL NOTES GROUNOING IUCTROI)E SYSTIJIS (sEE LEGEND & snmlr) LEGEND SyMgOL, SECURE I" PlC SCHEOULI 4O CONOUIT TO WITICAL SIDE OF CONCflEIt FOUNDATION AI A M]NIMUM OF T}IO LOCATIONS V1ITH CONOUtr CLAilPS FOUNDATION REBAR DETAIL NTS NOT USED NTS NoiEi THIS DETAIL WAS TMEN FROM WLLIAMS DMWING SD_E22_001, O TAL ,'5,' \-- >- GROUNDING EtrfrRODE- sfSIIils (srE NorE 2) IRREVTRSIBII COUPRESS1ON CONNECTOR BINNOY Y6HC'C OR EOUI (sEE fi0rE 7) \ 1/O rO *2 1/O rO 1/O YGHC2bqz6 4/O t2 4/O rO 1/O BURNDY ''YGHC_C'' CONNECTOR OR EQUAL LEGEND SYM8OL: I ABOVE AND BELOW GRADE IRREVERSIBLE /til GOMPRESSION FITTING CONNEGTION DETAIL NTSTHIS DWG. NOT USED NTS NOTE: TH{S OETAIL WAS TAKEN FROM ULUAMS DMWNG SD_822'001, DFTAIL '5'' \ s s IRRE\tRSIELE COMPRESSIOil CONNECTOR (8URNDY YCLR29C58TN OR EAUAT) FoR r/o oR 4/o coNoucToR (sEE CENERA NoTtS 8EL0W) NN PLA'IEI] R]TINC (E{MEIT B) FOR CALVNIZEI)i I I I \ .z cnnrrlnrNc FlFcnooF SffiilS \ (sre Lrctlo a svusoLs) \. CROUNDING ROO (sEE NorE 5) (DWG. VH-E22-001)ROO TO 8E Pt ct EESIDE MAIN CROUNDIIlC CONDUCTOR GENERAL NOIES AIT BELOIV GRAI]E NON-CALVANIZED STIII OR UNINSUIAtrD COPP€R SHAII EE COATED I{ITH EITHER SPRAY-0N: 'Col.J GAIVNIZING' PRo0UCI 0R CLYPTAL I2O1A INSUTITING ATKYD RI' ENAVO. LEGEND SYMBOL: Q GROUND ROD IRREVERSIBLE COMPRESSION FITTING DETAIL NTS NOT USED NTS NOTE: THIS OFIAIL WAS TAXEN FROM WILUAMS ORAWNG SO-E22_001, OETAIL ,,] AILOtv SPACE FOR CflOUNOINC RESISINT 1T5I CI-AIIP LOOP AITNCHUENI BURNOY W6126. ffitco Gc064 OR EQUAT TOP OF CRAI]E trST vlru HOUSING: - ER|C0 T1t6C_ (UIJLER F655_ FIIRGIR J62ffi IEST IYELL HOUSING (su&Itcr To wflrcur-AR TRlFFlc): - ERIC0 T1164 - cHRlst/ m8 Box VFllxP6 6. EXIENSION I,IID FO8R LID - |+RGER J62ffi21ClLS80 1 CROUNDING trMOt]E {sEE l-Ecrro & FO8 GROUNDINC STA]t)AfiD OETT]L SEE OITAL t5" - (sEt N0TE 5) ,/ (owc. vH 822-oor) LEGTND SYM8OL: /t\ GROUND RoD TEST WELL DETAIL THIS OWG,NTS 6 3e t I 3 I 3 0flffi{$9 vH-rzz-ot tISFD:NONEREVISIONS APPROVED BY:CHECKED BY:RFVISFD:DRAWN BY:REV; WILLIAMS DWG. ID (DOC. NO.):wtLLtAMS DWG lD (DOC. NO.)TH06116t23LML0 REVISION:TH7FORMOCB UMC236395 WILLIAMS FIELD SERVICES - PICEANCE BASIN VASSER HEATH COMPRESSOR STATION ELECTRICAL GROUNDING DETAILS ELECTRICAL EQUIPMENT (SHEET 2OF 3) BY: LML STATF. COI ORADOGARFIELD Wittffis,gvDETAILS ELECTRICAL ELECTRICAL DRAWING TITLE REFERENCE DRAWINGSNOTES BURNDY YGHA 2 FIELO WED nr EQUIPMENT 1/4" frtCK CARBON ST€EL PUTE DRILL & TAP FOR APPROVED SIZE LUG OF LISTED COMPRESSION DryICE 2"BURNDY YGHA FIELD WED n n I EOUIPMENT DRI I & TF FOR APPROVEO SIZE LUG OF LISED COMPRESSION DryICE FOR UsE Wfr LUG ryPE CONNEfrOR BURNDY YSHA ALERNAE HOLE PAfrERN EQUIPMENT GROUNDING LUG NTS C DAt r'0d16123 HEXHEAD NUT & WASHER JUNCTION BOX WALL GENERAL NOTES 1. CONTRACTOR SHALL DRILL AND TAP HOLE FOR SERVIT POST AND APPLY COPPER COAT TO THREADS. 2. CONTRACTOR SHALL ALSO CLEAN M TAL UNDER SERVIT POST TO BARE tilETAL FOR CONTINUIry. 3. WHEN THICKNESS OF N,,IETAL BEING TAPPED PERMITS _ LOCK WASHER AND/OR NUT ON BACKSIDE SHALL BE USED. 4. AFTFR INSTALLATION CONTRACTOR SHALL ALSO PRIMER AND PAINT EXPOSED I/[TAL. 5. ALL PARTS ARE ,'OR EQUAL,', #2 COPPER GRETN INSULATEDGROUND WIRE, GRID TAPA/R2 BURNDY #K2C_26GROUND CLAIiP, N/ECHANICAL GROUND, SERVIT POST11 PART NO.DESCRIPTIONQTYITEM BILL OF MATERIAL LEGTND SYMB0L: I JUNGTION BOX GROUNDING NIS TO GROUND GRID PER PLANGENERAL NOTES #10 AWG FoR J/4" coNDUrT #B #6 #2 AWG FOR ]'' CONDUIT AY'rc FoR 1-112" C0NDU|T AWG FoR 3" & 4" GENERAL NO]ES. JUNCIoN BOX C0NOU|I AND FITTINGS SHOWN OIAGRAMMATICALLY ANO SHOULD NOT BI USID FOR c0NsmucTroN. LIGEND SYMBOL: I TYPIGAL JUNGTION BOX GONDUIT GROUNDING NTS OPEN VIEW OT JUNCTION BOX MYERS SCRU_TITE GROUNDING HUB OR APPROVED IOUAL (2" AND 4" TYP.) NOT USED NIS ON PANEL STUO IQUIPMENI GROUNO Bffi tNst0E vEt/ -lf I I I I I NOTE: THIS DEIAIL I'VAS TAKEN FROM WITUAMS DRATVNG SD_822 OO4, OETAIL ,,29,' ENCLOSURI OR CAEIN T MnlL RACK INITRNAT ll2 Allc (cRN) TO GROUND STUO ON DOOR ISOLAITD SIGMI GROUND BAR (OY PNEL llFR) CROUSE HINDS CG8 OR EQUAL BURNDY KCI(F2s BUI"I#EAD CONNECIOR CROUNOING (sEE trECTRODE LEEENO & MEru RACK LECENO & ITECTRODE S/STEI/S sYMBors) ELEVATION LEGENO SYM80L: I GABINET OR ENGLOSURE RACK MOUNTED DETATL (W/ STGNAL REFERENCE GROUND BAR) EG. PLC OR REMOTE I/O PANEL NIS NOT USED NTS 5 d 9 I I E e a 6 I II I I E E 3 RFFtrRf:NCtr DRAWINGS AND INFOR|\.,IATION RFVISIONS ORIGINAL DRAWNO5 BY vH-E24-0 1 0 fPFOED ryrCKAYDATEREV.DESCRIPTION 0OLO DRAWING NUMBEF Edited ay: L0RI.WCASER Jun 13,202J - 6:llpm THLMLn6/ 16/23ll0cl UK2J6J95 - h sl5ltll ffic 7 c0,ilrmls] - lSsUtD Fofi cotlslnljcll0i 1 "=20'-0"LML 003//01 /23 ntEi ELECTRICAL HEAT TRACE KEY PLAN CUTS: NCLES: WED ASS.Y: t1 /8" t1 /2' IHIS DRAWNC IS THE PROPERIY OF WLLIAA1S ANO IS NOT TO BE USED FOF NY PURPOSE OflER THN THAI FOR WHICH IT IS SPECIFICALLY FURNISHED, TOLEWCES WILLIAMEi FIELD SERVICES-PICEANtrE BAEiIN- WILLIAN/S FIELD STRVICLS PICFANCL BASIN VASSFR HEATH COI/PRESSOR STATION vH-E24-01 0 I I I I I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I i- I 1 I I I I I I I I I I I FACILITY INFORMATION---ao!frilmRFEmJo EIEVATIoN: 5,323 FEET STITUDE:39"29'51.S^ N LONGtrUDE: 107'53'05.07' W GFODETIC I *CELPOWERPOLE E0+50T" E1'm'{" E 1+ST^ E 2+w'{' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I l I I I I I I nrnr* I I I I I I I I I I I I I I I I I fts CONOEN$TETNR I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I otL OIL TNKS RUN #2 : I I I I I I I I I I I I I GC INLET I I I I I I I I I I I I I I I I I I I I I I I I I I : I l I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I I I I PUNT w 1+00'{" 92"11' w 0+si' W 0+00 4" TRACE PLAN SUIMING AIR COMPRESSOR NEW tllz!-t HEAT w CLOUDTNG INDICATES NEVY GONSTRUCTION E 2+Src' = ; i; J B c t) D E E FF cE- E T = RFFI:RFNCF DRAWINGS AND INFORMATION RFVISIONS ]flIGINAL DRAWNGS 8Y CK8YDATEDESCRIPTIONREV. OM DMWNG NUIJEER u0cl ul/c2J6J95 - 11 slslo/ 8tG 7 c0l{itxs0l - lssu0 Ffr c{llslRl,tmil0 Edit€d By: LoRI.LASSER Jun 13. 202J - 6:12pm IHLMLn6/16/23 *1 /8' t1/2" CUTSr ANGLES: WEIJ ASs.Y: TOIEWCES THIS ORAWNG IS ]HE PROPEW OF WUAMS AND IS NOT TO EE USEO FOF ANY PURPOS€ OTHER IHAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHEO. wiltffisgv o04/04/233/4":1'-O" vH-E24-0 1 110F1 LML FIELD SERVICES _ PICEANCE BASIN HEATH CON,JPRESSOR STATION WILLIAMS FIELD SERVIEES -PItrEANtrE ElAsiIN- ELECTRICAL AREA PLAN IA COMPRESSOR BUILDING HEAT TRACE PLAN ir'i6.ln'T6.1 - nvcnt/nrv.h.m - stdbbln!Tool ForTeminatlneSelf-RenulatlnqCables t1 tlna srab lfo.PiDindl - nvenr/Ravdre6'PS'3 )to 31..sTe.e - nvenr/tuvchem -6-66 6 iledricTrac.d tahels - nvent/Ravchem - En-ENGLISH Ia qluminum Taoe' nvent/Ravchem - AT-180 27 fank Adeotor Klt- nvent/Ravdtem - SB-1oGT 16 idrll pl.. Ad,nt^rklt- nvFnt/Ravdem -lBSSpA ltus.d.< H.rtT6F cebl. lfo.Pioel - nvent/Rev.iem - 3BTVz-CT mfr lwR 9rl.< Hp.tT.a.e ceble ltorVessEl)- nvent/Ravchem - 2oQTVR2-CI )lehred End s.al Klt- nvent/Ravchem - E-10G1-A 1,towlrconnpction klt lForvessel & Pioel - nvent/Ravchem -lBM-1GA 11 ^mhi.hr.an.l.'fi an^<r:r - nV.6rlnav.h.h AMC-1H vH-824-O1 1 NUMBES: GEODEIIC 92"17 PNT DRAWING LIMITS. NO MATGH DWG.r I HEAT TRAGE LEGEND lffil - AMC-IH AMBTENT sENsrNG Li ffERMOSTAT = FOWER CONNECTION KIT MULNPLE CIRCUIT = UcffiED ENO SEIL = ELEC1RIC HEAT TMCE = CABTI TAG --.--------? = HoMERUN T0 POWER SUBPANEL = coNnNUEs rolmoM LOCAL DilCE/EaUIPMEMTI =o (J t- E oz I oF =J (,z =to En D =2o tr =-{o I zo =.{o E' E gf /ZN SEGTION THIS DMWNG Sclilf: NTS NoTEST HEAT TRACE OESIGN AND CTCUTATIONS ARE BASED ON CALCIUM SIUCATE PIPE INSUItrTION, IF OTHER MATERII IS USEO PLIASE INFORM ENGINE€R AS HEAT TRACE EILL OF MAERIAL MAY BE DIFFERINT, 2. VESSEL HEAT TMCE INSTAI1ATION MU$ 8E FOIOWED CALCIUM SIUCATE INSULATION ANO INSTALI.EO AT A MINIMUM LOWER HAIf OF VESSEL lTrcHI. J. HEAT TRACE FOR INS]RUMENT AIR FECEIVER MUST COffiNUE WRAPPING TROM THE LOWR HAIF OF VESSEL DO'/IN TO 1/2- DRAIN LINE AND ALL fiE WAY BACK TO THE EUILDING WAI. 4. REFER TO WLUAMS SPECIFCANONS 1O 42 O6C FOR HOT INSUTATION CONSTRUCIION SPECIFICATION lxD 40 42 O6E FOR HOT SERVICE INSULATION ENCINEERING SPECIFICATION. 5. AIR RECEIVER SKIRI HIDDEN FOR CWIW, COMPRESSOR REFERENCE DRAWINGS; W-E24_O 1 O _ HIAT IMCE (E/ PLAN W_E24_011 _ IA COMPFESSOR BUIIDINC HEAT TMCE PLAN w-E24-013 - HEAT ]RACE SCHEoULIS W_EJ2.OOi _ HAT IRACE DETAILS W_EJ2'OOz _ Htr TRACE DffAILS THIS DRAWNG rA SEGTION ffls osWlNG SCAIE: NfS NOtr 5 TO PP_3 L J DRAWING LIMITS. NO MATCH DWG. IA GOMPRESSOR BUILDING HEAT T PLAN ltl[ lililtntHl c{50A COIJPRESSOR + TK{5I-50r TNX c6508--lA- COMPRESSORrIril,lll DAlE;06116123 SCALE: J/4'=t'-0' 5' BILL OF MATERIAL C D E E F F G B AND RryISIONS ORIGINAL O&WN6 8Y CKBYDATEDESCRIPTION{EV.10F 1 vH-E24-O12 OLO DMWNG NUil8ER 0 THLMLD6/16/2JttrJ m$t95 - A ffi RrG 7 Cffiil - lsD Fffi ffi Edited &: LOflI.WCAYER Jun lJ.-202J - l0:450m NTSLML 003/o1/2r ntE: ELECTRICAL HEAT TRACE ROUTING DIIAIL +1 /8' *1 /2- CUTS: NGLIS: WELD sS Yl frIS DRAViINC 15 THE PROPEffi OF WILUNS ND IS NOT IO 8E USEO FOR NY PURPOSE ofrffi NN frAT FOR WHICH IT IS SPFCIFIULY ruRNISHEO, {OLEffiCES wiilffisgv WILLIAMS FIELD =iERVItrES-PItrEANtrE BASIN- WLLIAMS FIELD SERVICES _ PICEANCE BASIN CALLAHAN COIiPRESSOR STATION 110 ir;nnin' T.nl - nv.ni/Rrv.hem - Striooinc Tool ForTe.minttins Self-ResulatineCabl€s pine st.en lf.rPininel - nvent/Ravchem - P5-3 lla<<Taoe - nvent/Ravrhem -GT-66 7 Fle.kicTraced tabels - nVent/navchem - flL-ENGLI5H 16 imall PiDe Adaotor Kit - nvent/Ravchem 'lBS-SPA 1m fr 14 PowerConnedion Kit for a 5ingle Conn€ction - nvent/Raychem' IBS'1m1 - 2 iohhd F^d serl kit - nveni/Ravchem - t-1@L-A 2 pnwFrconnpdion Klt lMultiDIe Ckcuib Connectlon) - nvent/Ravchem - JBM-1mA amhicnr spnsine frermostat - nVent/R.vchem AMC-1H DgSCRIPTIONvH-E2+ O12 a HEAT TRACE LEGEND = AMC'IH AMEIENT SENS]NG frFRUOSTAT JBS = POlvER CONNECIION KIT SINCI F CIRCUtr @ H = FOI{TR CONNECIION KIT MULTIPLE CIRCUII = LlcHItD END SEqL = ELECTRC HAT TRACE = CABLE TAc = HOMIRUN TO POWER SUSPNEI = CoNTTNUES ToIFRoM LOCAL OtrCE/EQUIPMENT = 3/4'TUS|NC EUNDLE +sEc. TTPICAL TYPICAL TYPICAL I/PICAL NOTE 1,2 NOTES: NOTE 1. 2 sEc. 004 1. HEAT TMCE DESICN AND CICULATIONS ffiE BASED ON CALCIUM SIUCATE PIPE INSUUNON, IF OIHER MATERIAL IS USED PLEffiE INFORM ENGINtrR AS HEAT ]XACE BItr OF MATERIAL MAY BE DIFFERENT,I -l 2, REFER ]O !lILUAI1S SPECIflCATIONS 40 42 O6C FOR HOT INSUUTION CONSTRUCT]ON SPEC]flCA]ION AND 40 42 O6E FOR HOT SERUCE INSULATION ENGINEERING SPECIflMT]ON. I/PICAL REFERENCE DRAYYINGST VH-824_O1O HSI MACE KEY PH W_E24.011 _ HAT ]RACE PUN W-E24'O12 _ HAT TRACE ROUTING DETAIL VH E24-OI3 _ HEAT TRACE SCHEDULES VH EJz-OO1 _ HEAT IfiACE OETALS VH EJz-OOz _ HEAT I8ACE OETAILS .\ DETAIL \J/ scALEr NTs FACILITY INFORMATION: COUNTY: GARFIELD, CO ELEVATION: 5,288 FEET LATITUDE: 39"28'06.32" N LoNGITUDE: 1 08"05'1 2.32" W DA\E'06116123 BILL OF MATERIAL B 3 ;q c D E F F G G 6J 10 9 ORICINI D&ilN6 BY 10Fl CK8YOATEOESCRIPTIONREV.VH_E24_01 J PPflovs 3Y: lNo REau: OU Oru{ING NUil8€R 0 Edited Byr L08l.NffiTEfl Jun lJ, 202J - loi{toh frWL06/16/23xtrl u/clss - h ffi ffic 7 cffiil - lso lfr ffilllm LML 001 /23/23NONE ELECTRICAL HEAT TRACE SCHEDULES Cfrsl }r|]6LES: WED 6S,YI *1 /8' a1 /2' TOLEfiNCIs EIS ORAWNG 15 frE ND IS NOT TO 8E USEO FOR NY PURPOSI ONM frN ]HAT FOR vlHICH IT IS SPFTIBruLY ruRNISHEO. viiliffisev WILLIA.Ms; FIELD EiERVIEEs; -PItrEANtrE BAEiIN- WLLIAMS TIILD SI-RVICES _ PICFANCE BASIN VASSER HEATH COMPRESSOR STATION VH_E24_O1 J 70t70X(AS JBM-1OO.A) ABOVEzOQTVR2-CToo2HI}-I/A RECEIVER 25125XJBM-1OO.A3BW2-CT001HT1-AI R DISTRI BUTION LI N E NOTESTOTAL FOOTAGEPARALLEL RUNSFOOTAGELIGHTED END SEALTEEPOWER CONNECTION KITCABLE TYPESECIIONPIPING LINE NUMBER AIR DISTRIBUTION LINE & I/A RECEIVER - 32 DEG F FREEZE PROTECTION CIRCUIT 30A 2OQTVR2-CT REQUIRED (FT) 70 3BTV2-CT REQUTRED (FT) 2s CIRCUITTOTAL {FT)95 CIRCUIT NUMBER 13,15 PANEL PP-3 OPERATING CURRENT 7.L STARTUP CURRENT 10.8A TOTALWATTAGE 1.89 KW 3BTV1-CT004 XM-1OGA 25 3BTV1-CT003HT3-ADDITIONAL I NSTRUMENT GAS LI N E XlOGA 75 CABLE TYPESECTIONPIPING LINE NUMBER LIGHTED END SEALEPOWER CONNECTION KIT PARALLEL RUNSFOOTAGE L FOOTAGE NOTES VASSER ADDITIONAL INSTRUMENT GAS LINE - 32 DEG F FREEZE PROTECTION CIRCUIT 20A 3BTV1-CTREQUIRED(FT) 25 3BTV1-CT REQUTRED (FT) 75 CIRCUITTOTAL (FT)100 CIRCUIT NUMBER 2 PANEL VASSER HEATH PP.1 OPERATING CURRENT 2.34 STARTUP CURRENT 4.9 A TOTALWATTAGE 0.34 kW DATE:06116123 B c E D F D E F c 75 G I I C 910 HFAT TMCE CONTROLIER 920 HEAT TRACE CONIROLLER DATE:INSTALLATION - CONDUIT SEALC0NDUIT SFAL - TRUCK NOZZLE- DtscoNNEcT swtTcH CoNDUIT SEAL -- CONDUIT SEAL TEE CONNECTION BOX I]RAWINGS 0 NTS NTS NTSTHIS DVG CABLE (r/PrcAL)(ftPrcAL) (TYPrcAt) (rrPrcAL)(r^/PrcAL) o /fr-\ TYPICAL TRUCK CONNECTION INSTAI LATION 16/16/2.wsls5 - h m ffi 7 cfllssr - Nm ffi ffi CK TH BY TML 03/01/2JNONE VH _ EJ2_OO 1 HSTER (ilPrc[) LOOP 10F2 LML oRrGtN[ 0ilHN6 fr OU OilWING NUil8ER OESCRIPTION OATE FIELD SERVICES _ PICEANCE BASIN HEATH COMPRESSOR STATION WILLIAMEi FIELD EiERVItrEEi -PItrEANtrE BASIN- v /a" t1 /2" cffis: NCLESI WETD 6S,Y: Edit€d By: LORI.NCAtrR Jun lJ. 202J - l0:4km ELECTRICAL HFAT TRACE DEIAILS _ SHEET 1 OF 2 ryPICAL HEAT TRACE CONTROLLER INSTALLATION NOTES: CONOUII SEALS REQUIRED FOR NON_TACTORY SEALED DISCONNECI S$,IICH, CONDUIT SEALS NOT REOUIRED FOR 9lo/s20 Hsr RcE coNTRottrR. END SEiL CONNICTION SEE DETAIL 14 FOR C1DI CONNECTIONS THIS DRAWNG IS THE PROPERil OF WLLIAMS ANO IS NOT TO BE USED FOR NY PURPOSE OTHER THAN frAT FOR WHICH IT 15 SPECINCALLY ruRNISHED. TYPICAL SPLI CLASS I, DIV 2 ,ll;-{,t NTS ryPICAL PIPE HETER EODY UIATOR INSTALLATION HEATER UTTLIZE ALUHINUI1 TAPE, FULL COVERAGE VHFRE ADDITIONAL HEAT TRANSFER IS REAUIRED GLASS TAFE (ilPrcAL) SEE OESICN ISOM TRIC FOR SPECIFIC HEATING CABLE LENGTH NEEDED (GENEMTLY,3-4 FEEr FoR < 12"= DIAMErER AND 2X PIPE DIAMETER FOR > 12"= DIAMETER) GTASS TAPE (rYPrcAL) /fi\ TYPICAL ELBOW INSTALLATION THERMAL INSULATION NTSIHIS DVG PIPE HEATINC CffiLE Gffis TAPE (rYPrcAL) RECoMMENDED L00P LENGTH FoR FLAGE: 2x PIPE DlA, /tr6\ WPICAL FLANGE INSTALLATION NTSTHTS I]VG PIPE (T/PrcAL) TAFE SELF REGUTATING HSTING CABIT HIATINC CAELE 45 "(N0MTNAL) 4s' (N0MTNAL) NTS GTASS TAFE (ITPcAL) (mrffi) 15 PIPE SEL INSUTATION (coMPRESSIBLE OR GROOVED RrGrD) I ACEIVENT OF HEATING CABLE 12 INCHES(ftPrc[) HfATING CAELE STEEL PIPE STEEL PIPE JBS'1OO_A POWER KIT CLASS 1, DIV 2 /fr\ SINGLE ENTRY POWER TERMINATION KIT SERVICE LOOP JUNCTION EOX vH -E32-00 1 NTSTHTS DVG CABLE lRAIN GLASS TAP€ (MIC[)HEANNG CffiLE 3 TII\4ES LENGTH EF SHIE NTSTHIS DVG ISOMilRIC PIPE /fi4 prpr suPPoRl TNSTALLATION TYPICAL PIPE SHOE SUPPORT INSTALLATION RECOMMTNDED L00P LENGTH FOR PIPE SHOES; 9X LENGTH 0F SH0E SUPPOfl SHO€ BOTTOM VIEW IHPORTANT THEOFAIL BELOWSHOWS THE GENEML INSTALUTION METHOD- D SIGNAL LIGHT DIV 2 E_IOO'12_A ENO SEAL KIT CORE SSL NTS HEATER STAllO LEASH TIE CRIMPS UGHT CLASS 1, END SEAL KIT W D E F F G I6 G B 5 c o8tcrN[ 0uHN6 8Y OATEtry_oFscRlPlloN vH-832-OO220F2CKAY OLO DMHIilC NUilBER xml w$J95 [ffi trG Tt(m| - Nsffi ffi0 Editd &: LOFI.NCffiR Jun lJ, Z02J - lo:4tom THWL 0NONE03/o1 /27LML HFAT TRACE DETAILS _ SHEET 2 OF 2 ELECTRICAL r1 /a" !1 /2" cm: NGUSI WILD 6S'Yl ftIS DRAWING 15 THE PROPERry OF WILLIAMS AND IS NOT TO 8E USED FOR NY PU8POSE OTHER THAN MT FOR WHICH IT IS SPECIflCAIY ruRNISHEO, TOI mcEs wittffisgv WILLIAMEi FIELD 5ERVItrEEi -PItrEANtrE EASIN- WiLLIAMS FIILD SERVICIS _ PICL-ANCE BASIN VASSER HEATH COIVIPRESSOR STATION NOT USED NTSTHIS DWG /fi1b\ -t JBM WIRING DETAILS (TYP.) LI NISIHIS DWG /64\ a @ L2 GND Pr$ga suppl? Pomrconnrclion for lwo or thrrc hcrllnq crbtB. NOTES: 1. D TAILS ABOVE SHO\I TIE GENEML INSTAL1ATION METHODS. L SR CABLE NTSrH.l:gvc END SSL SR CABLEALUMINUM TAPE 6A TRACING oF VERTICAL VESSEL WITH SKIRT SR CABLE SRJUNCTION BOX DilAL A'A (Boilol\/ vrEw) RTD PROBE (IFAPPLICABLE) NOTES 1 1 ALUMINUM TAPE SR JUNCTION BOX RTD JUNCTION BOX (FIELD MOUNI) ALUMINUM TAPE NOTE 3 RTD JUNCTION BOX (FIELD MOUNT) END SSL NOTE 10 RTD PROAE (lFAPPLICAELE) NOTE 9 HEAT TUCE JUNCTION BOX (FIELD MOUNT) SUPPORT BUCKET SR JUNCTION BOX (MOUNI ON TOP OF PIPE) AIVBIENT SENSING THERIVOSTAT AT-I8O TAPE NTS JUNCflON BOX J8S-100-A (sEE NOTES) OPTIONAL TEE CONDULET (IfP.) DroN HEATER AT- I 80 OPNONAL FLTXIELE CONDUIT WATERflCHI CONDULET SEAL NOII! CONDUT 5E1L5 REQUIREO FOR ]I1ERMO5TAT, ADIT]ONAL CONDUIT SEAL REOUIRED TOR NON.FACTORY STALEO OISCONNECT SWITCH, CONDULET TEE CONDUt Ts& FACTORY SE}LED SWTCH -/)( /fiI3\ TYPICAI PIPE SUPPoRI INSTAI LATION RECOMMENDEOLOOPLENGTHFORPIPESUPPORTS:3XPIPEOIAMETER HAING CAALE NTSrH€gvG vH-832 002 STEELPIPE I I /\ /\ ORITONTAL TANKS SEE DETAILN' ON ACH SIDE ATJSO (ALUM.IAPE) OR BULBCWP BC 35 NTS TYPICAL HEATER INSTALLATION ON D = PoWER CONNECTIoN KIT =CoNIRoLTEMPEMTURE SENSORAULB A =HIGH{IMITTEMPEMIURE SENSORAULA BUIA OREIGH{IMIT D SFAL INSTALLATION NTS HAK_JBJIHAK_C_] OO COMPRESSION SALINGFIfrINGWITHPLUGS UNION WITH JUNCTION BOX) TYPICAL C1D1 POWER AND CLASS 1. DtV 1CONVOLilruAING AUfrCONNECTORS COLD LEADS CORE INSU4IOR SILICONE BOOT TERMIMLALOCK UNIVERSAL MOUNTING (caT. No. UMB) JUNCTION BOX' (cAT.NO. HAKJ83) (PLUG REOU'RED FOR USEAS END SSI) D D F G q +2 c 3 5 5C D F F RFFFRFNCF DRAWINGS AND INFORMATION RFVISIONS w-&-06J CKBYOATEoEscRtflt0NREV.VH-EL_06 1 tssu0 FQR coNfl8ucnoN0 Edild By: LoRI.WCAtrR Jun lJ. 202J - l0isom Dil 02/21 /13NTSJK 4 JK02/2t/tJMOCI 11016& - AS-BULLT PHNE I JK03/sl /17Mocl 1JJ257 - PHAS 2 rFC l JKMocj 184815 - 2or8 FWilDAn0N TLE: ELECTRICAL PP_1 PANTL SCHEDULE THIIL06/16/23lml wst95 - Affi ffi 7 c{ffiff - 5$0 tmffiffi t1 /2" wls: NC[S: WELD NS'YI frIS DffUNG IS frE PNOPMW OF S UNS NN S NOI TO AE USED FOF NY PURPGE OfrE8 THN ffAT FOR ffiIq fr IS SPEC!NruY FURNIShED, IOLEffiCIS wiltffigev \,tr'ILLIAMS FIELD SERVIGES.PItrEANtrE B,A'SIN- -""'T,iLiiXi,is FIELD sERVTcES - eTcEANCE BAstN VASSER HEATH CO[lPRESSOR STATION NOTES: 1. TXISNG VASSR PP_I PAEL WN MNUTAMRTD 8Y SOUtrE D PtrE$OMO, SItrG NO. NO12L2C' 225 Nps 8us RAING, t20/2{ SrNGtr PMSE, J-SR[ frflH 20U UN ClrcUfi 8RiltR. 2. vAssr8 pF-l (NEt) 50uME 0 r0 ruPlD T0 iltr F[0Efl 8rwfi FoR PP-J PAe I c0ilPftsso8 BUIUNG ONLY, ND NOT NEW PP-I PNMffiO, vH-Ft -06 1 LM125% LARGEST MOTOR LOAD 0o OTHER LOAD 33070.481o/o41338o 7A%360RLGEN RECLOAD 252 0MExc Largest)MOTOR LOAD 0Lffio/o 700LLIGHTING LOAD 49470% LOADFACTORPANEL DEMAND CALCS DEMANDCONN LOAD }Jo- F TOTAL LOAD (VA)42398 33812.4 1) GFCI Breaker (5mA SensitivitY) 2) 6FEP Breaker (30mA Sensitivity) TOTAL PANEL DEMAND LOAD:140.89 AMPS33812.40 VA 2062921769 1861918499 20103270 CONNECTED LOAD: suB-ToTALs (VA) TOTA UB.TOTALS (VA) coNNECTED LOAD (VA); o 4L5m 2A1422a o2m MPRESSORS HEAT TRACESCRUBBER & DIPS HEATTRACE 220600o Na 2 39 o200 150o z38 2 a37 o?@ 20 HEATTRACE #3 o CONDENSATE TAN K HEAT TRACE 7a 2 35 220 150 20020135 o HEATTRACE LOWER 120 o 33200 ?01*2a o7W HTATTRACE UPPFR 120 o PT.911 HEATTRACE 220 200 32a 231,o200 zffio 730 2 a29 o200 20 HEAT TRACE #2 200o HEATTRACE #1 28I 277220 200 o SPACE a231 200 zo2 26 2 o HT C-8OO OI L MAKE-UP LINE o a2318m 24 o200 o GC ROOM HEATER 2T 2201800 202 22 2 a o200 HT C.7OO OI L MAKE-UP LINE o 2s00 L20a19 SPACE 2s00o CONTROL ROOM HVAC aL7 220 LL8 SPACE o 15700 1L6a SPACEBATTERY CHARGER 2207ffio 2A1L4213 o1000 SAMPLE TUBE 906 & 956 o L122a11 o65020 SAMPLE BOfiLE HEAT BTANKET o MAIN POWER PPz )9 2100 s002011-0 L CONTROL BLDG EMERGENCY LIGHT SPACE I71 20!8 R360 CONTROL BLDG RECEPTACLES SPACE I51 20020L6 L CONTROL BLDG LIGHTS 14312469oa 2723p,9oPANEL PP-3 INSTRUMENT AIR BIDG. 12za1 o3702A HEATTRACE ADD. I/G LINE PER REG.7 uo- F A LLI,-oz F:z(J trlJoo- th CL 0B+A +A v16-z t!Joo- Fll LJ tJll!FozB r!o- F+BDESCRIPTION LOAD (BREAKERPBREAKER LOAD (V DESCRIPTION LOCATION: MOUNTING: GROUND BUS; NEUTRAL BUSI CONTROL ROOM SLJRFACE COPP,ER VOLTAGE: MAIN: BUS: AIC RATING VOLTS, L-L AMPS AMPS KAIC (sEE DRAWTNG NOTE 1& 2) PANEL:240 IvAssER PP-1(NEW) At\'tP5225 10 225 200 3 WIRE DAtr'06116123 ENGINMRING SW SIdL SOGIY rcPreSENT MW, CAOWED DESItr G G 0 I e = = 5 6 C DD EF FF G REFERENCE DRAWINGS AND INFORMATION VH _EL_065VASSM HSfr PN€L SCHEOIE PP-]w-EL-061 CKEYOATEDESCRIPTIONRN. Edited By: LORI.NCffiR Jun 16, 202J - 4:01pm frffL06/16/23{tr| wsi95 - u wt mc 7 ffiil - N0 Fm flffi0 o12/os/22NONELML ELECTRICAL PP_3 PANEL SCHEDULE t1 /8' il /2' cffi: NCTES: WELD ASS,Y: THIS ORAWING IS ilE PROPERft OF WUils NO IS NOT TO BE USEO FOR NY PURPOSE ofrffi THN frAT FOR WHICH tr IS SPECIFIHLY ruRNEHEO. T0[ruNCEs WII IIAMS TIELD SERVICES _ PICEANCI BASIN VASSER HEATH COfuIPRESSOR STATION \|r'ILLIAME; FIELD SERVItrEEi -PICEANCE EIAEiIN- VH_EL 063 1. This panelboard will be provided by Blackhawk Equipment Corporation as part of l/A Building Skid fabrication. 2. Electrical Contractor to install 30A 2-pole circuit breaker (ckt # 13 & 15) with 30mA GFEP (Ground Fault Equipment Protector) Sensitivity. suB-TorALS (vA) TOTAL CON N ECTED LOAD (VA) : sMt 544r 5908 7028 SUB-TOTALS (VA) 143.4LTOTAL PAN EL CON N ECTED LOAD: TOTAL PANEL DEMAND LOAD: 24818.00 VA 25754.00 VA 111.rt8 AMPS AMPS PANEL DEMAND CALCS trlo- F CONN LOAD DEMAND FACTOR LOAD 1) GFCI Breaker (5mA Sensitivity) 2) GFEP Breaker (30mA Sensitivity)TOTAL LIGHTING LOAD L 240 80%t92 TOTAL MOTOR LOAD (Exc Large M 7936 IOU/o 7936 TOTAL GEN REC LOAD R 0 t0E/o 0 TOTAL OTHER LOAD o 8706 t0V/o 8706 125% LARGEST MOTOR LOAD LM 7936 9920 TOTAL LOAD (VA)24818 26754 12469t2349 SPACE24o23SPACE SPACE22a2tSPACE SPACE20a19SPACE SPACE18a77SPACE BUILDING HEATERo1500 30z 16a 2 15 230 90so I/A RECEIVER & DISCHARGE AIR LINE HEATTRACE - GFEP o1500t4a1390so ANCILL. POWERo36020t72aLIt205L8oBUILDING FAN & LOUVER S2 C-6508 HEATTRACE - GFEPo1200201102a9120518oBUILDING FAN & LOUVER #1 C-650A HEATTRACE. GFEPot20020L82a712050oDAMPER.02 BUILDING LIGHTL2402016a512050oDAMPER-01 C-6508 AIR COMPRESSOR #2 MOTOR LM3968 402 4a3 240 3968M C-650A AIR COMPRESSOR #1 MOTOR LM39582a13968M DESCRIPTIONt!o- F0B0A tJlo-UJJoo- F\Z(J tnlrl t--ozBA IJ' LUFoz F\zI lljJ Oo- tno- 0B+A trlo- F DESCRIPTION LOAD (vA)BREAKERPHASEBREAKERLOAD (VA) LOCATION: MOUNTING: GROUND BUS: NEUTRAL BUS: t/A coMPRESOR ELpG SURFACE PAN EL VASSER HEATH PP-3 VOLTAGE: MAIN: BUS: AIC RATING: z4o /'Lzo \25 VOLTS, L.L AMPS AMPS KAIC (sEE DRAWTNG NOTE L, 2) COPPER 725 L25 AMPS 3 WIRE 22 NOTES: I. THIS PANELBOARD WILL BE PROVIDED 8Y BTACI(HAWX EOUIPMEM CORPORATION AS PffiI OF I/A BUILOINC SKID FASRICATION. 2. ELECTFTCAL CONTMCTOR TO INSrAI JoA 2-P0LE CIRCUTT BREjKER (CKL #lJ & Is) WITH JOMA GFEP (GROUND FAULT EOUIPMENT PRO]ECIOR) SENSIIIVIft. G B54 10 I ?F13 APPROVED BY 7t7/2023 Appfoval ofthis document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws. UNI$TRUT PIPE r FNTT Ti}IK DRAII{ WJz'CAII 1' FIIPT CA o23 nu*ltsE-q iloTES tTio-l/t-tB I, VARIOUS COMPOHEHTS REI'ICNI,|EO FOR CI.ARITY, 2, VIEWS S}IOW CA PIPII{G {ELUE} F*OH OETERS AIID DRY TAffX. 3, VIER'$ s+!OW OfiAfl UNES {FED) FROU COilIPRE5SORS. I"JET TANKS, OftY TA'Ir(. F'{O CONDEN$ATE TAIIX 4, AIL PiPfIS6 SUPFSRTED BY UHIS1RUT IS SECt'R€D IIIITT4 U-BOLT.A$ID I.ROD, 5. 316 SS QUARTER TURN BAIL VAIVE. 3tE OH ALL ARAlfiS FOR lSOlATlot{, TITI."E PtPlNG DETAIL BLACTfl{AltAII( { i. :rlr' {J-, : f- !a.ii I'I UCENSE HO.s Sertat tftrflIrer G-l?6C00t?st200 WLLIAII,IS BUILDING 1 INSTRUMENT AIR BUILDING sER:S-SWES BY:BF I?8.9. A JJ WILLIAI.{S FIELD SEMfiCES WILLIAMS BIJII-OING 1 INSTRIjMEI'IT AIR SUILD}NG stIdal NUvUt-R c-!?500s72Jo22m 1{0BEL lsJuBfR; BFl76{l I IILL UCLNSL NU, r. EqnPrE!+r EosrolFv- S€€ r.AruradtuRtr PA|O tOR IORE rHFoFlr]lor{. 2. fisulrmil/HEAr IRAC€ rGr{.tEG AXO FROInUED gY OTHEFS. .1. !-srvEF ti{t of v-690 To g€ lHSutATm 3f oTr{EE. +. 8€C PFOIID€O lEf COaf,{ECTXlli FCf, ftLLAUS lHSlRLpilEl{t$XH. 5. n - 1COO uHu PtAnilU$ fit8. P? - {-lc$r, C-16 AIR 9eESSURE rE^ti$r0Tfn. a $fAGE lr,t$trrl€D AT f5v DEGqACE UP IO 1 U2'fiPE E$rrn6EO tC ITUOSPI{EFI fB *r*9 L d !' k EAjrr rsF& d L b !c.V 16 #id E- lrded Ftu Fd rqE b cb F ftt'-g @ 4d d ryE H I # d h rytu ..fid. H r cthl* &Fd !r" d d k q @ tr h H fd ffi ir t r*# ffi aE -H.6 .'td rc nFESOf!^rff Ot MW 6 S8a fiCl&d rErcflEsl # Es ffi A * MFSR APFA ffi I->BIACtrHAWK E*UIPllE}'T CSRFEAPPRT* EtrtGR.: PIIID ffiAL CX: !/a/rJCllll$ BY: rtc.{YEt!Y9AS-8trLt DP.I.X 1'r€SI ffiffi t763 - U-2rrl:rItlt{ Bl: ll.ri/1rr'?rLIIJ,Al8'Vs qf,A.l Fl,ulFu€ScRPIX}ifllTFffi[JL}I:ITF F sK-650 INSIFUU&IT AIR S,I(I$ DELTVEREO CAP: 22.{ SCF$ O 150 PSIG stl€r ?16 l'r- x rSS'Yr !( r3s rt'H PICI(AGER: ELACKIIAWI( EOUIfuEtJr v-650A/8 I9EI &JR RECEfTER u*wft 200 P6t 8T 65SF M0lrf: -3Of AT ?O0 PSI TK-651 SUUF TINK rTPg DOUETE UAI-L C,{PA,€lrY: 250 C'aL slE€: 3' l!'DlA X 4' 5 l- OAH llFF: POLY PRCCES9NG HODS-: 230 GAlrO'l SrFf-IrNK SIIE: {' 6'5/S SAPACITV: oF 5' S'OAL BO CIL o-0soA/B INSTRUIIEI^{T AIR OFTEF TYPE: HFJIlLISS DESSCA].II l{FR C}Frr'ftTf: 3+ SCFU F 100 PSrS SER^CE C.FA'cfi: .17 Scilr C 15O PSIG trt"\ PRESsURE: ?32 PSIC PLtRGE REO: t3E [4.5 SCFM) SElr POIHT: *4fiF EL€C: 12$*,/IPH/50H2 I'IFR: B0GE $ODEL: 0OIOA c-ssoA/8 v-65O tNsrf;uHEMt rJR coHFRESStfi D+r flR Ff,CEI'/ER ffi rla',Yft J00 Ps!€ E {otrr SEFMCE CAPACITT: 2?,4 SCFil 6 l5O PSIG uDur: -?Sf O JtlO PSl6 HfR CAFTCF{: 50 iCF}J € 1O0 PSIG Sltf: 36' O!S- x 8'-0' 5/S INIEGRAL UEI RC!fi: V-650A/8 CAPAEITY: 5O0 CICL O&l/EF: ?J0v/!Pfi/6{+lr -.--tfR'.lAMUELFS#EE: i-S H'p u04Etj A1O!29-5{to MFR: BOGE HODEI-: CTLF ?78 t/fR.: EIOGE uO$EL: !€506821 N ?' FI'iFT IT'TK SRAIT r{/f}J,r L0cr{ I*AL€ CC'INEC',S{ BUILDIHG EOUNOARY LIHE H D-6:04 -t -_"1 t1d' t 2"' C*ilSmsArE Lr!{E *rlJ$aols I* BUIX|iEAO flITtX€ N-l I'l-5 N-.1 {5 *So c-650A I -t T- z 6 II 5 g I z a 2I--} 2aAEa6lltttittII*€6A t1lltlII zztg5A ttlltt4eEO llt-;]| ;-{tit!4Aoe l!tt llzzIEaglltt 1' &e i I I I ze Q 2Eo I t zG ce E s 2 Ihl I E t' 'N APPROVED BY 7t7/2023 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws. t- I -t t s3 I I I s z I I z I I x2 t gz I o*2 I H-2 $l- d. bL l 3. t ol{-*lH- I Fsy-S50A H{TT 200Psr 2x l' ATl' PSiC f,xl I'EX Ur1 PSv-6501'l{ l'X fl.!?tinf sET toceSl I { 3€l| - tiit 31il l-HEI ! L t 1 t- Ir l,- u*_, I - F}IPT CA cs$rEcr|o${ Gf c-6$8 rsdF xfl sET TO 9E PSIG 1- ffi R;InIt:o9 i€fo94 D-65U8 E t t' I Ir" L I i I I € z q I otz I on2 *l tI I oF I I E Ilr Df,li - Xfi'a t J P5t'-65Cr. iIPT a00P5l 2r(1' l' c{tH - 0E},1 - ! of,H-BE't-16111 -CEra Dlt{ T- I L_' J o23 lOP RUN',VAY, llrREABtO UDNFItN-5 3' 10'FSO!' EOTTOMNPT3-N-4 6. FROfiI EXfiOVNPiz'N-3 IOP RUNIIAY, B?JTI(HEISNPT2'til-2 TOP Rut{r9AvVENTJ"$-1 LOCAIIOtrlTYF€SIZEsouzLE IIIOZZLE SCHEDI.JLE ?' {i {t- t v-65SA $ifr Tts'lH AO 6AL 'rrr"] r' t" l'c v-s50Awfr TAr.lK AO GAL. {i' l' 2' 3' 3'2-? ft-65r 250 GAL, irF'llFoLD PI ,| 5- l- v-oso 5OO GAL,too psrc L- .&sI t E 0 t A 6 t00{ FIELD WILL]AMS BUILDING 'I INSTRUMENT AIR BUILDING Sedal Hurnhr c-!760(X)71302200 IIODEL BFl?60PFEPAREO 9f, : H,ACKIIAWI( EQUIPMET{T {IILE Lrc€ilsE }{o. I, PEESUMPTruS ATLO9'FALE SOII. 8ET&!NG PRE&SURE 2OOO P$F. f IETB I,IERIFY- I. ITINI}'I'Id 2$ DAY COHCBETE $TREI{GTH S5O+ PSI.3. PIERS SHALL EXTENO 36'Illhll*.S.lM BEt-OltrGRADE OR T0 ,utA.xrMUl,l FROST BEARING DEPTH t VIIICHEVER lS GREATER.4, RECOMMETDED FOU{-8A1IOiI LAYO{,'T. FIHAI !-OCEflON ANO CATCULATIOH TO BE COMFLEIEB BY 0Tr€RS.5. tillNlllLltl6 PTERS RECOMMEHOED-6. AFFROXTMATE BUILilNG14ETGHT 12.20Q| r'r7. RECOMHEXDEO pt€RS HARKEDWTTH l2!, lkdFqbo#btBME@{eF*#$t$dr$dJkreddl*le i|fiia4reE#+t*brfdnE4rysffiilrat#FlrydErs@ q*{ lds.{i.fii{cd69{dl'. s dfr. r.tlffi adstiHtt$ffi i*tuffid#5Feffi w m ffiffi GRWtrlSS*r:G:Rffi Tt€tr{riREY CF IHSWHffi PtfrrgUR dtusffiBLACtff{AlA{t( aJ:r:;it.igf i ! ailJ.'t @ ATIGHI.'i H{JL I !-ocAltoNs siEat3:Hlfi) BY: AYCflIZrl3AY{JAs"T'UJL I {'RAIN LIIftst TRIYNHG }iIJTEEE r75&1933tf tz3)RAilAT BY: AJ|{U5E{v23LT}JISSUED FOR CONSTRUCTIOiIU NATFFFFFRFIICF BRA!,$HG€ r I I X s h q X -It-l r*. rc,rw**rr'c,l .'F. FfOM EDGE t*-*t APPROVED BY 7/7/2023 Approval of this document does not authorize or approve any deviation or deviations from the requirements oi appli€ble State Laws. STEEL EHAEASEO PLA'E DESTGN A}ID BG'AJUNG FOill*IlAnON - O€srGt{ nSlO PIER SECTION F c DD BE A t 5 BY:EQUIPSIEHT Ef 176{r S*ia! Nlrrlwr +1i60{6t2302?00 WILLIAIN$ SUILDING 1 IHSTRUME I'JT AlR BU ILDING ? AYC ELEVATTONS HO'ES 8Y: I-Exterior light provid€d and i$stalled others onsite BLACT(F'ATA/IKr' ,_ tJ: iii, L:-,:t:' n76&M'rl { h-r-------1 NOTES: I. IIITA(E AJR S{.EEVE$ 'O THE BUIL'IilS ARE EB GATJGE GA&VPJ{;AED SIEEI 2 =XH&U5.1 FAI* STEEVES APE 33 si,','JGE GFIIJFIiIZ€D STEEL !C''H AiI 1E GAIGE AiIGTE g{ lHE INSIOE FSR T1IE FAN 'O ATTACfi TA. 13 GI"UGE .{!IGLE IS $PO' V{ELDEB Tg THE SLEE\€ 3.ALLBITIPERSFIIDF}I'IS$RFATTAf,H:D;OSLE€VEIJSINGA3T16'X.'IZ5MATSTEEIRI''€'+PERSiD€ {1 S TOT*I- PER O!$P€FJ 4. DAUPFRS ARE ATTASI,i€S IO TEE BOT USII{€ 1'15- ':O UINI S€RE$T 4 PER SIOE {1€ TSTrt PER OI'!'IPEfiI S- ,.!L SLIISIHG gEHETRAIIgt{S, I}{CLU?IIiG DAMPEES FOR SUFPLY TND FXTTABS' OPENINGS' ROOF JA{KS E;'ip bocns siur-L aE cAULXEo A$B FLA.SHED to *tA{E A tllArER 1lG*11 sEA,-- RE: tiiTEalo&'ExlEftoR PAI{!LiI{G ITANUFA.CTURERS' STAI;OAR' FROBUST *€TAILS. 6, !JR D,:SCHTRGE DII,IEIISIONS AFE APFRSXIhTATE C'i}'IEHSICNS F}'ID FgE TiOI RECg'TMEHD€D' TOR PIPE ROU:IFiG PRIOR TO SNO ARF'VA!. ?. APPROXIIT4AT€ SU*LDING llEIGI{T 1?,?OC4 APPROVED BY P!.4}.I 7/7/2023 Approval of this document does not authorize or approve any deviation or deviations from the requirements of appli€ble State Laws.o23 a4'x l{'BUll-DING trx RE{,ISVAELE TIFTING f.itEST ELEYATIOt'l GR9UilDri,rG IUGS LODA'IEO Oti OFFOSIT€ cORNERS C'F Silll,0tNG G-.4 -- ----l I- l ) ( ( I r }IORTFI ELEVATION ,FAST ET-EVATION SOUTH ELEVATION 6 €4. 1S33 WILLIAMS FIELS SEfiVICES WILLIAM$ BUILDING 1 INSTRUMEI-IT AIR BUILDING Serbl l{unn!€r c-r7s000??3s?200 IIODEL EF1?60PFEPAFED BY: ELAgt(HA'rlK ECUIPI*ENT T'TI5 UCENSE HO. NOIES 1. 3'INSUIr1IED Fl€ P$rELEalERFtll. SEE EllERFAl.l ORAWr'$S FOR FURailEfl lrrqlL LaYCCT DETAILS Z. 1If AEUONB D€CK P.LATE FTOOR SURFISE. 3. lLESKIDtlElrlffiR$. {, 5" CAETJSLE SEiI.IITE CLOSEO 6ELL SPRAY fO{I! 5. OC-3I5TI'TIUMESCEI{T"THERUALSBARFTER{LiOLIDAPPUEOPfiIHERI.REFERT9ES,R-3.7O?.1 AIIDCS*TT}{G t$NLiFfrCTUFEA nPPLICATTO|{,$STFUCTIC.IS APFLIEtrAtSCl.rfiEtr B€FCFE CLGED€ErL SeRAY FOAM INSULATh?TT 6, FORCH SECNON bPlDER DRY TAHK NTOT INSLTI*'ED p###rtWdEr.r# qisl |rsrd F ds$& &cd d e d k q Fs!* fa H kr-ff C * |id A 616 @ # !s F€FtES€ffiAt3C+{ tfi BitSJfr rS +At€ eEsAgE Tr€ Sa{aieldv # lusRils rys Rqlffi RE;S{Ofl 1 BLAC|(F[AVtfr< IJ:rjtFtf:J;r d'{itirr SEC'IOH D€TATL 3i€r23DHKDBY: AYFfi323"AYt.;Ali-t urLt ltdAlN Luat$t Df;AVrlllG ffU$E€R 1?€&l,r-5a$ttDRAt'rt'l BY: AII\t5rJAi.23LDJISSUED Fffi €OiiSTRUGI}SN0 NATSREI 'FFFPFETF rcgfdHG( E F APPROVED BY 7/7/2023 Approval of this document does not authorize or approve any deviation or deviations irom the requirements of appli€ble State Laws. cor#RESsoR sEciloNc-c SCALEl:8 o23 m o o o o o E I E F B c DD A 3?4 t076I2 WLLIAMS FIELD SERVICES. lMLI-lAttlS BUILDING 1 INSTRUMENT AIR BUILDING S€rial lturflber c-r?60rx]?2302200 MOA€LPBEPAFED trt': EtfrCKHAtYI( EOulPLlE rT IITLE LTCEHSE tIO lrorEs 1. DEY TAIIIC SHIPFEO BOLTET} 'O SKIO. PSV SHIPPED LOOSE. #qt6ts l€s bHals rqdd@Bag dErFd*rl sg le# affi d!FD!d. u ldb ry W # Fdtor scscRffii€IilNvtlo RgtPESe'TAilC+l {}iSlgAr{TY rS UAA€ sE{*Rgl,B T}€ {Dcl-e*f CF 1 EI.ACIfffAIA/T(L+5llt.lal,': ccltiF RIGGING DRifiIIGil'$E€R r7E&R.!Ja {f,rsDRAUAISY: AM$5tsl33LDJ DITFiitDATE:HKT'rttlili?trlit f)FSIlHCE ORAVIIIIGil F RIGGING & INSIALLATION INSTRUCTIONS A. STANDARD NOTES FOR RIGGING SUPPLIER .I, RIGGING DESIGN IN ACCORDANCE WT'II ANSI/A5ME 83S.9 AND B3O.?O RULES FOR FLANNIG ANS FXECUTION OF LIf?. 2. OPERATIONS AND APFROPRIATE OSHA RT}LEs AND STATE OR CNY CODT IF NEEDED. 3. SUPPLY OT SLINGS TO COMPLY WITIJ 85302. 4. IN THE ABSENCE OF AI'IY OIHER ACCEPTABLE STANDARD THE ASOV€ SHALL BE USED. THN DFAWI$TG E DRAYJN BASED ON BES' FR,{CT}CE- 5" A.LL I{IRE LoAD SPECIFICATIONS TO BE STAT€D IN SF.FE YdORKING LOAD NOT MIN'MUM BSEAKING LOAD 6. SLING PAOVIDER IO CONF}RI.,I SHF,CKLE FI15 THROU GH I{ARD/SOFI EY€, D, RECOTViMENDED RIG GING ARRA NGEMENT I. CONFIGURE RIGGI'NG TO AYOID CONlACT W]IH THE SUILD{NG. 2- TEST L[Fi 3UILDING AND CHECK LOAD FOR tEVEt, ADJUST RIGG}NG IF NECESSARY. 3. SLOWLY tIfiI BUILDING TO TARGET SITE. DO NOT UFT HIGH" 4. REMOVE ALL f,IG.GING AND SHACKLTS W'-IEN BUILDING TIAS BIEf"l PLACED PROPERTY IN FLACE. APPROVED BY 7t712023 B. SIANDARD COMPANY GUIDELINES FOR SAFETY USE ONIY OSIif' APPROVED R1GGING AND HARDWARE. l. Cl{ECr AND SECURE RETIRICIED/CO}JFINED wORK AREA- ALL lRUCKS/CRA|'IES S}IALL 8E IOCFIED ON SIIE ON WITHIN BARRICADED AEEA AND NO LIFTING sF{ATL BE DOtrIE OVE* PEDESTRIANg. VEHICLE$. AND AD.'ACTNT BUILDINGS. 2. BEfORE MQVING T}IE BUILDING. MAKf, SURE ITIAT I}IT ROUTE 15 CI"EAR OF AtL OSSTRUCT]ONS AND V/ORKERS ARE AT A DBTANCE NO LESS THAN I}IE HE!G'{T OF lHE BUILDING. 3, THE BUILDING IAIJST BE HANDLED BY TRAINED AND AUT.HORIAED CRANE OPEFATORS ONLY, CERTIFTCAI€S 'dUST 3E DELIYEf,EO B€FORE ANY IIFI. 4. KNOW THE SAFE UFIING CAFASITiIES Of THE LIFITNG EEUFMENI. 5. Al/OItr SIIARP BENDS ,dND PINCHING ON ALL SLINGS, USE IHI,\,IBIF5 AND SONENERS. 6. AFTER FTTNNG RIGGI'{G A TRIAT LFT E TO BE EXECUT€D TO CHECK LOAD BALAhICE. LIFT SilALL NOT €XCEED I2'AEOVEG*ADE, 7" Usf OFTAG-LINESTOCONIROLTHELOADISREQUIRED.SECURETOTHETOAD.NOTTORIGGING suNGs" 8. A CRANE OPERA1OR ASSISTANT IS RECOMMENDED TO ASSIST IN GUIDING OR DiREC1ING THE BTJILDING. Approval of this document does not authorlze or approve any deviation or deviations from lhe requirements of applicable State Laws. INSIDf II.IE SUILDING FIND GOOSENECKS fOR DUCTING OUT CF lHE SUILDING. UFIING I-UGS SHOULD BE W{IH DRIVER. &LsO IVITH TFIE DRIVER, FIND A 3 RING BINDER F*OVIDED BY BLACKHAWX EGIJIPMENT WfTH BUILDING A{'iB EQUIP'VIENT INFOR'VIATION" HARDIVARE SHALL BE LOCAIED IN FS APPROPRTATE BOLI HOTE ON TI-IE SKID BASE. REMOVE AND USE TO ATTAC}I UFIING I.UGS. C. REQUIRED MATERIAL E. SETTING BUILDING ON TRANSPORT TRAILER I, LITflNG sT}NGS. SIZED FOR THf WEIGT{I AND HEIGI.TI OF I}iIE BUILDNG. 2. SPREADER BAR. I2" WIDER TIIAN THE SUILDING ROOF ts/'DTI{. 3. WOOD BLOCKS O* Oil.IER GUARDS TO AVOID DAMAGF BETYJ€EN SUNGS AND SUILDING-I. ENSURE THAT THE BULILDING 15 S|IIING ON TI-:E SIJPPORT BEAfu{S OF 8{JILDING BASE TO lHE PLATFO*M OF FftA!LER. IN OTHEf,WISE USE SHIMS OR WOOD BLOCKS.Z CHAIN BUILDIHG FROM BEAM FLANGES. MINIMUA4 OF 4 CORNERS.s sEiIjRING_F0INT silowN Is oNLY FoR REfERENCE. TRANTPO*tr COMPANY 15 RESPONSIBLE FOR SAFE- TIf DOWN OF TFIE BUILDING TO THE TRAILER FOLLOWING COMPANY STANDARDS. c- ii]E LImNc LT,Gs sHoULD BE REMoVED AFfER RIGGING. LUGS MAY MAKE I}I€ BUI!-DING TOO WISE FOR TRANSPORI PERMTJ, 5. Low brC(rnilren RECoMMENDED FoR TRANSPoRTATION OF BUILDINGS DUE TO POSS]BLE HEIG'I{T/ CLEARANCE IsSUEs. !t. SHACKTES SIZED FOR rHE w€lGHf OF Tfl€ BUILDING. 5, LIFNNG IUGS AND HARDWARE PROVIDED BY BLACKI-IAWK EQUIPMENT. 6. I.IfTING LUG 8OI-IS IO ET TORQUED TO I5O I.E"fT. 7. ALL HARDWARE MUST BE USED W'I}I EACH UFN'.JG LUG, 4 BOLIJ PER LUG. AlN CLEARAJ{CE BETWEEN BUiIDING AHD STRAPS/CASIE5. USE WOOD ELOCKS If NECESSAR\ TO KEEP RIGGING AWAY FRO,VI stDlf'lc. APPROXIITIATE BUILDING WEIGHT:'t2,200# DO '"IOT OFF LO,qD OR MOVE EUILDNS WTTHOTJT R€ADING IHls INFORMAYION.IO TRAIIFE FROM BEAM FTANGEWITTI CTI,{INs FAITURE 1O FOLLO}V THE SPECIFICATIONS L'sTED V'I-IH]N COUTD RESULI IN DAMAG= TO TFIE S{CIOSURE AND/OR R€5IJTT IN PERSONAL INJURY OF IYHICTI SLAC(FTAI'JK fQUIFMENT S}IALL NOI BE HEI.D [IAgtE.o23 a; B D 6r[I 032 2 B.ACKIHG PLATf vtEtD€D IO INSIBE Of B€T}I BEHIHD 1 1 x 3 1 t II ? 3 3 IIt 1 tIII ?2 I 3 42 t 3 t 6 5 5 3 { 3 4 IIII LTFTTNG LUG & EACITI}.IG PLATE DETAII- SEE Si.3 FOR TTORE lNF0Rltq-flsN a 3 ?t A 2 APPROVED BY 7/712023 TTP Approval of this document does not authorize or approve any deviation or deviations from the requirements of appli€ble State Laws. Iti.3. 63* I 'I ?st'!€Ftl rrirlj ?r dlEF ALI ii(*- o'rER.ALL tilltOFIil s 'AK( INLEI SKID SI'DE DETAIL TO EASIC CiIANNEL FGR lVSl-L PAtlEtS. BSLT EVERY 1T'ALONG SKID END DETAIL x,l t.t TYPIC$ 1? PLACES OUIER FEFIIIETER 3& BASIC CHANHEL ATTACHMEilIT DETAIL B .a D€TAIL C DETAIL DSCALE i 4 SCALE 1 :4 t?5s91 TITIE BY:1 SKID BASF BI-ACI(HAIA/I( 1-l-j i-. I''1, llar : I .caj l;1'I Serial W|LLTAMS BUILDING 1 INSTRUMENT AIR BUILDINGFREPARED BY ; E{ACKFiAYVI( $ s o o eo ee *I aaIa e1 a -1F. DFC< F.-nl5 - C9'K Pi.AiE TYP. T? frP. zfi ryr. o sCI |rolES DETAIL A o23 F:_it sE Tg Fi.,Ai}G€ },,ISDEL Bf,17G4 c-r?60007?3{2:0ff F E IT 552 Fll6I51I WLUAMS FIELD $ERVICES UVILLIAMS BUILDI$IG 1 INSTRUIdEI{T AR BUILDII{G Serial Humb€r c-t7Eooo7?302200 irooEr sFl ?60PREPAFTED BY: 8LTA,CKHAVfl{ EOUaPMEI{T NTI,.G LICEiSE rl0. €d, M*ffi *FOd sgisf FrEff itEft.rl${*tr|:#@Effi Gcd TEFfiSgIAEfr CRffiRAT}T3!I.OE NEGAqUS}€IIICSACT SFHS DR#'TEN MFIRTELUE HOr€S t, METiBERS tlrEf,{Sl tl e resHALL EE FULLy $/ELDEB {$tLDED ALLfiROutrt}ATEACH JOI!{D $,$H US' PARTIAL-JOII{T+EHETRAMN |1'ELE. 2. MEi,IBER$ *T. tr4, #5 SHALL BE iN,EL,TI€D TO I.IEUEERS #? AT EACH EI{D WTH (2] lJF T 4" LOi{G FT.LET rnELIls toxE ost EAGH $rDEl. 3- MENBERS t6 & fa SHAI_L BE y'IELEE$ TO $6itSEFS n2 e #8 AT EACH E {D l/{T}t {?} !S J( r tSilG FILLET V'IELDS {OHE OH EACH SIDE}. 4. UEIIEERSI{ SIIALLAEVVELT}ED TO 'rIEffiAERSfI AT EACT ETIO TIdTH IJtr PAFTIAL-JOIHT. PE|{ETRAT|OH r{Er.D OH THREf SIDES {ryfi SbES I BOTTOM'. lEY|StOil I BLlqCI(I{AVYI( Ll-js!rl"tltt I .-ir;l;r @ INfEF'Oft STR{JCTIJflE 3.8rJ!t6112123AYC4iflrl NAUII€ NU*IBEft !760-S-rsrarJ3St$ffJLI.?J {}ATEDATEnFscPlp-IDAIt'II[)NRE]JT DFSCIEFERE}i'E DFAYIIRGI c D E F SACK OF BUILO]NG ,'t o23 lc FROHTOF EUILDIT.IG a DETAIL B SC.ALE 1:4 D€TAIN.C BETAIL C SCALE I :4 lt VERIF".-t_.olT rdlTit DETAILS vEif Y t'r rTFr Buil.-g{ajc Approval of this document does not authorize or approve any deviation or deviations trom the requirements of appli€blo State Laws. 717/2023 APPROVED BY u4FC*\|,TYP I Blackhawk Shear Lug Failure Mode Lifting Point Lifting Point Tension Lifting Point Shear Lug Plate Lug Plate Bending (Major) Lug Plate Bending (Minor) Combined Bending Lug Plate Shear (Major) Lug Plate Weld Stiffener Force Couple Total Weight = 18.60 k P= Nd= f= h=d= 5.Bl 2.00 1.000 6.000 BTH-'I Equation Design Criteria k per lug (includes 25% unbalanced load) tn tn Fu = 58.000 ksi Fy = 36.000 ksi E = 29000.000 ksi G = 11600.000 ksi 3-46 3-48 3-47 Variables / Calculated Terms be = 1.500 in. Dh = 3.000 in. Assumed min. Dp = 0.500 in. Cr = 0.733 beff = 2.051 in. beff = 4.000 in. Controlling beff = 1.500 in. Pt = 53.116 k R = 3.000 in. Pb = 46.300 k Lb = 10.125 in. Applied Moment = 58.85 in*k Lbd/t^2 = 60.8 .0BE/Fy = 64.4 1 .9ElFy = 1531 a/b = 6.00 beta = 0.333 J = 1.998 in^4 lx = 18.00 in^4 CLTB = 1.00 Zx = 9.00 in^3 fbx = 6.54 ksi Fbx = 22.50 ksi Pv = 3.3s k Arm to stiffener tiP = 4.00 in. MY = 13'42 in*k zy = 1.so in^3 fby = 8.94 ksi FbY = 22'UO Ot' fbx at stiffener tip = 2.58 ksi UnitY = 0.51 h/t = 6.000 2.45sqrt(E/FY)= 69.537 ,A = 6.00 in^2 fv = 0.97 ksi Fv = 10.39 ksi Throat = 0.044 tn^2 per '1l16" per inch Fv = 17.5 ksi Allowable Weld = 0.773 k/in. per 1/16" B /16" fillet weld capacity = 6.187 ldin. Shear Length each side = 0.470 in. Moment Length each side = 2.765 in. Moment Arm each side = 3.235 in. Allowable Moment = 110.69 in*k tstiff = 0.4375 in. Face plate width = 6.500 in. dstiff = 2.2500 in. Astiff = 0.98 in. Msiiff = 33.96 in*k 5.81 0.11 5.Bl 0.13 Control Unity 6.54 0.29 8.94 0.40 1.00 0.97 0.09 58.85 0.53 3-45 3-49 3-1 9 3-21 3-20,3-22 3-25 3-26 3-28 Q-EA 3-2 3-41 3-40 3-42 Fty = 1B.o ksi Ftu = 24.2 ksi Actual P= 7.99 k Allowable P = 17.72k Total plate Iength 2x dstiff = 4.500 in. 5 /16" fillet weld capaciiy = 3.867 k/in. Shear Length each side = 0.434 in. Moment Length each side = 2.033 in. Moment Arm each side = 4.467 in. Allowable Moment = 7 0.24 in-k Fub = 120.00 ksi Ab = 0.44 in^2 Fvb = 31.00 ksi I bolt allowable = 13.64 k Ftb = 50.00 ksi 1-bolt combined tension = 1 1 .08 k (4.5" arm) 1 bolt allowable = 22.O0 k tw = O.25 in. db = 0.75 in. Aw = 0.1875 in^2 Fpb = 58.00 ksi 4 bolt allowable = 43.50 k 7.99 0.45 Stiffener Weld Bolts Bolt Shear Bolt Tension Bolt Bearing 33,96 0.48 11.08 0.50 3.36 0.25 6.71 0.'15 AA 7116"x2 3/4"x0'-8" WELDED STIFFENER PLATE +r-- SUPPORTING GR. 50 WEB -1i4" MlN. THICKNESS 3/4"x6 112"x0'-6 1/2'STEEL PLATE w (4) 13t16"4 HOLES FOR (4) 3/4"2 BOLTS 5116 112 1t2 10 1/8'3" RETURN TOP AND BOTTOM WITH /4" FILLET 1" THICK STEEL PLATE WITH 3''O HOLE .it $ $ @, r-O' { -lco' f.. c.)l r I \ L- \ P(Ji\ oo" \s TYP 4 518" RADIUSED CORNER -TYP. TOP & BOTTOM GR.50 3/8"x6 1 l2"x 0' -6 1 12" BACK PLATE WrrH (4) 13116"A DRILLED HOLES -WELD TO WEB WITH 3/16" FILLET WELD ALL AROUND WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING 5/1 6 114"1 1t4 LUG ASSEMBLY 1 112" = 1'-0" TITLE LICENSE NO \/ ]- (o l Thi3 drowinq is owned by Btockhdsk Equipment Corporotion ond is looned solet for confid€ntiol us.. Rocipient prdmbes ond ogr€6s to retum this drowinq upon request ond NO NEPRESENTATION OR IVARMfr IS WE RESRDING THE ACCUMCY OF THIS DMWNG IN NY PffiNCUUR. strPtlr Nt tMRFp APPRV: APPRV: ENGR.o REVISION FINAL CK: CHKD BY: AYC LIFTING LUG DEIAIL LDJISSUED FOR CONSTRUCTION0 3h/23DWN BY: AMWNOTTS:REFERENCE DWGS.IJLSCRIP IIONREVDATFCHKI)NWNDFSCRIPTION NATFSCALE:DATF\urF JMWINU NUMbH 1760 - S-3 BLACKHAl//K EQUIPMENT CORPE e F F E E D D C c B B PRFPARFD BY: Rlnnlzhnwlr trnr MONFI NIIMRFR. Rtr176N c-17600072302200 I l0921 WILLHMS FIELD SERVICES WLLIAMS BUILtrIMG 1 INSTRUIUIENT A,lR BUlLDltlG S?rial Nurrtejgtr60exlrz30t?!f r.toogLPREPAAED BY: 9LACK}IAi'!.I{ EOUIPME}IT r_tcEldsENo rITLF HO1ES I 3 itsH!{il I BLACl(}fAlrlff( Ii: ]llri.1la.. I i{il!} TTTLE STIEET :uuz3l$KDBY: AYCEIl?tf3;lYf;&I'"$UIL I L}HAIH LIHLSt tflAYrtNS l{ULrSffi r76{LfS, !w{t3DRI{trrrN SY: Altldl5tidreSLDJiSSUES FOR CONSTRUCTONfl fTATF '}ATF )Ttt.}llflFqI:FleF! APPROVED BY U1IILLIAMS FIELD S ERVICES 7t7/2023 WILLIAMS BUILDING I PARAGHUTE co Approval of this document does approve any devialion or requirements of applicable Foundation shown is based on an FIF shapes, channels ard a$gte$ shall be ASTM A- 36 ksi and ksi. 3- H$S < 2* rnaximum dimension shall be ASTM 4513. Fv = 72 trsi- HSS with a maximum dimension =>2" shall be ASTM ASTM A53grade B, Fy = 35 *si, Fu = Stee{ bars and plates shall be ASTM A3S Fy = 36 hsi, Fu = ksi- and Sndoes. shall bein ae,cordance wilh the lalesl edilion of AWS D1.1 be raceway. the and/or wire cond uctor lfte crtct ir _afuflln z$s lnthan Alt part the lloor as805"mtnrmumbe1 iheabove elc.slroutlets be with site, Tlhe installalioninstructions. conbrm wilhnstallatio*shalllabel and lheandbearbeshalllisted neefngt n professional and construcled transferring loads to lhe factory thal they practrce shal*beresistantThe{loodASCAEEL24. gnsetunless ASrea tnhe but nslincludingconstructionandlocalcodes aresothe ln accordane and conslruct sitelhe ltof af lhe ribs- screwEscrews belrimshallathatstitchattaching the of wilh polyestermoditudba or Eolts ASTM 4325.be grade 36.554ASTMFshallbeAnchorrods in the drawings: 5O ksi and Fu = 65Fy lhickness steel Weding Code Sfeel and PLAH REVIEW NOTES 5. General circuits with circuits protedive devices Sections 210 and lighting and receptacles shall be run on 15A 120V #I2 A\ lG minimum wire size. Branch circuit shall be protected by listed having a rating or setting in 240 ol the NEC. over current confomance with 7. The EG shall label each panel box and provide a legible directory on the inside of each panel door showing circuit numbers and a complete description of all ouUets and fixtures on each circujt. 8- Suflicient a@ess and workino sDace shall be nrovided and maintained about all elec{rical efluii:ment to pemiit ready and saf€ operation and maintenance. All motors shall have disconnect switches wilhin sight of the motor. 9. All circuits, equipment, fixtures, endosures. etc. shall be grounded by approved electrical connection and/or bonding to the iystem ground. The grounding system shall mnform to Section 250 of the NEC. SPECIAL CONOITIONS AND/OR LIMITATIONS "' 2. Setling of building on site to be completed by "olhers''. 3. Each contractor and/or the swner shall: have an up to date set of drawings on lhe job site; obtain the proper local building permits; and ensure all required local inspections are made. 4. Roof jack br oorrpressor discharge installed at factory. Roof goose neck shipped loose to be installed on site. 5. No hazardou$ rnaterials used or stored wilhin this building, if chemicals are to be slored within this building they shall not exceed amounts listed in trabled 307.1(1) and 307,1{2} of the 2015 lntemalional Building Code 6. This building reguires plumbinE facilities as required in IFC Table 403-1 on-site within 500'. 7. The door threshold lip shall be no greater ihan '112". Entry door hardrvare shall be an accessible lever lockset. PLAT{ REVIEWT.{OTES IIH Di1''EN MUFFLERC FLEX COHTIECTORlF.ra,nr{ rrii*j& pf, :s g.rFE uilr€E ITIEEDLE VILVEDF COhICEHTR^T REIIJGER--<l- TIHER BR,qJI.I&- 3UHDFI'}$SE----{l FPECI.P Gfl,jc-:e PRESSUN= RiLIEF !,I:.V€ **d IHSIRT]$EffT TEAXSil'fiERsUULllFOR'-qf* DAIY FOlt{T iP!*|lS Lltl T S.c@ L+Btott-+lr €ttrT:trC gFrrt ?RICE t $is$LdTlgt{{_-.-? tjn rerL(A'tED vAtlE? CCTLESC*Jq Fi.TER"fr PAR'EilLATE RLIEStrCHFCX---Sri-- EALL--#F gATE---'F- MECHrillcAl- D'r.[rPEF lt,rA,CrUAlOR TYPEsYr.tBor sEFJ-r4le::*t rT4litEEr ;sl E€i,Fltlh,r scHsr*Es ttsil :g.lFJe$T!ryC,Jl $4t rn.lcfsitl $i nF*GF$o $: .rra+ile 80tr rccrTrgris r&* .aTtFrai €€srllQ*l rL: EaCO$r5FErrf gTqlg:utJ*: s-! s.xl4^:E *x iTiilcR sTE/lJriE 3+ !F h6tLE e€tra tn Rtc€l'i3 tlt EHgqCl,i (rt$*i8s €TEi?EKJI a{ R:Cl:'f*: L:*a lrIE SHE€TINDEX EE c D c D A 3 T65 I?t WILLIAMS FIELD SERVICES WLLIAi4S BUILDING 1 INSTRUMEMT AIR BUILDING S€rial Nutrbef &t75[t{te302xto FFEFAIiED EY: Bt-ASl(HAVr'l( EOtltPtiENT ]TITE lro.k'd€ sd q EM Fq4.6co$lBef{bMsaelrb ^Y*€t* Q€p4qqffitjtgr&tsilG ft! erswltddae|sga9J dbF# # tEFdstu&pad ca, ErdkaTmd]{rtdkb *En *rl561rS*dffi*n{.G3 rao RSS€Sa.IT}?,+\C€i$AFJfin lSr'|l€ €6AFffl3 Trtr4tlffi Ffr SORASSS gf f,rqnqrllAF NOIES I o23 RE'di5'Dtr I FLACr(FfAr /l( L.: jtli. L,, , r-.JIit, @ EQUIFMENT SCHEOULES 3rttE3CltfiDBY: AYG6{1"rJ3AYC gRA'.$fl€ HUtnEgR t76FT$23t7t23lliRAlljlrl BY- "Af,lu:{s/JLOJu.tL1 N!.IFNATFttaTtrtfltfi]TfiPFFFFFSF NEII'ISI E F Sequence of Ooeration: l. lnshument Air Comoressors pohr 232"F" ll. lftstrument Air Drvers !OiES: COUPRES#fiS IO aEFfiSi'EgU l'fiIJ i{tF hE4:"HER FrCi{*C€ sHr€€ r5f\ing& EllY. alD FT},F]'{FT svtlrcH, LEIB L{6 SFiJhllli*G.'JV!E a€lTr IiAETER CC|r} €SSC{IS t4lr! l4ttjniTEB Cf.r {fi to e{!Ci{ $fl r.(\r{ ECGEC?LC??AaR-3846,tEviL:Sr+l:,c]67-5la0alt]SCRErYl.;d$ Sr:6EC,?iR fin ':,i elallFU?-rt-:lit{s?51soc..lsiREVic+&a I.[lNLf,TI,TLIF€il ucB-l!10.FLAOF. Ir.T-siilli{1:H*t[td,sHP DSCH FRESSPsI Seq.lCi SFel I TYFEFgu USICfiEAIA AIR COMPRESSOft SCHEDULE {eTEs: !$tlrr I'$Tr€cT:ft$ TS STRUaTLqE USniG }.t;}}LTFAC?JRSE'#itr BEcCil5i. $:s1,4:r 4R ir{$JFACTtrfiFFS F.Fftf&lE {LlAltOllS cHFC4t{LSl ti+*t-t1-3}1f+k(32?33-JStT.tr10?13lrEFirrhLllIantar L|t'lLt:.lffuF=: & trCLE tl4. GP. {.'I LtsSRFIItqSttrfril*ncfPifiTy Kl*i}F€OrYllar UNIT HEATER SCHEDULE lll, Euitdinq HVAC lV. Comoressed Air Fls$, in d ?5o gallrn conecbrxl tas*( frK-65r r, lislEsfqqfTAit{l,cuhltB10$;BEtsE€0tFeFcfl.Pssr.cdLr;:nuERfer$llatau t6.i,clf,!qA${Fc$rs€nrJi?$asTil-j,'g\ IlFTFC6Ei$ft?m50HoRIH{l-rlL,/.6ar !-Sg r,firtial1t?Iq:OFVEgTENLv4:6 ["*Ja{lE+tgTrKEqUFASFJgER i tI{€€L ti*.cF. {57 i,E-{HETilA PATE FSESS PSr CAF&:ITY GAll"fir5T?F€t.tEu ltrtlElisf,/l{g ilh: AIR RECEIVER SCHEDULE BEC PIPING SPEC Compressed Air {CA} Specification Nurnber - I 1 APPROVED BY 7t7t2023 ST.3Slrainers vc-3Checfi Valve vt_-z. FC-3lnro$ltng valve V8.12ShutcS Valves AST! h4312-SS-SCRDFlanqes ASTM.A4O},VVP31 6.5S.SCR DF{tilnos ASTl,t-A3l 2-TP304-SS SCH 40PiEe 2'and smelhsrsrzF Approval of this document does not authorize or approve any deviation or deviations from the requirements of appli€ble State Laws. $DtE5: g{a'il-e w.luED F_rsrs r$4i( vrlTr t' ru$tcl8 DF,*r?{ {cuhEcnsn. i' lJLFiFroo{ rEii'r. r}lF r Br{xFgeD HTTFTG taa caclBe$tqlE t€uEcllo$. f&S F lrlESSdrE SAtl TlrrtidE93.arIlrFrrsTtrxjst "AI.'L TETL*F N tlOOA]lC. EI/IFTTVIT r"ssHGTorjisflE fiars PftESC F€J CAPIITrY Gttl0fiSFE{r nd4e\s*fls nHl CONDET{SATE CONTAINMENT SCHEDULE STTES: !LS,FrCf,nYtc{r3ttrgt€tritS1,{:o-1252.15Gtftlt Axl4LEF.? !ln5c8,\lr'Icsl]T1lSr€n1t?5tto.145?,450fl*,1i.{ulEF.' cc,$TFSLSl,ufiLt:*cttFEq trr€ELfis.CF..i!.rsiR liltffii-fuFUHF ES9CAPA,6ITfcFitIYPElrtH H3T:€ DltA EXHAUST FAI.I SCHEDULE t26fl4l!{ffi. o€TtF.tTlgt pvxaPA--1 t26frAt Idl\Cff* CrlI:g! lZO4tIEDc€r-rhg.E'tE01.r,iT. ilGHi FfuooftHrSSLEF*SS It2Dst*tFlI1F0ccLP!Ji;? 58'$:€tl,{.l S,ITCi{ |rLBStF,€tSS SE UAOFr7aiuFFtfCI HuSgtg."AsS gE'rUOCf;110-rt RFraEaiFig,?tREC=nCrE tll-ltF.X. BEYTFNI!{T ItCitnOR SillTcft FllLUFf A}fiLr rtBt l€SCntFIltYr ucl4tft!.9 IYPE !u !I{HJFN6fl.IFEF 6.lrtcs-ric.SANAEE Fi€gt0n.t7zgJ3li:r{l1ff{firitDE+n5&e Fos€BierF.!-1*tfi2:X-!r3aDFsltcthtc{sADSSOA 1,.{:iuF.{tItJF:F g uooElr{0. aP_$TLrsLII E PI1F. ET-T'FrviT4dhFSSYrtg 5{frd u;ARITiE so4rT{FEr?E[{ A.IR DRYER SCFIEDTJLE Hall val'Je. slafil€{rs ste€l uail and stem. FHF I lfireaded efids, RFrfFE sest and seat. siain'less sleel leyer oF€rator Full portApcllo s€ries 76F-100+ orequal {t/4'lhru 3? $rith loc* ctede VB.1I Flang€s: ASTM-AI 82-F31 FSS-RF Flange Gaskets: Gadock Blue-Guard 3200 Flange Bclling: ASTM-4193-GRB-7-SS H€X rnacfiine bslls & 4194-GR-2H-SS HEX nrrls Hoser H4 Cba.ning Melhod: Blon out Test Medium: Air Tesl Pressure: 150 PSIG or 1-1 X internal design geuge pres$ure whic$ever is greater. Package MAIrF is 200psi. NOTES: 1. Usevalves\.vilhalernperalurerangeol-20"Fio400'Finalt applicationswheremedrEtemp€rature,flilhinthe pipe is exces$ive, E-G., compressed air line f{om cornpresso{ di$charge to aftercooler, DD A B 'loF1n 0 REVISION:Ptc-cN20-3100NUMBER: WILLIAMS FIELD SERVICES - PICEANCE BASIN CONCRETE NOTES REVISIONSREFERENCE DRAWINGSDRAWING STATUSNOTES GONGRETE CONGRETE GONT, A. GAST-IN-PLACE CONCRETE E. CONGRETE BONDING AGENT '. REFERENCES A. ACI JOl ,SPECIFICATIONS FOR STRUCTUML CONCREIE' B. ACI J18 ,EUITDING CODE REOUIREUTMS FOR STRUCTIJRAL CONCRM' C. ACI 306.1 'STANDARO SPECINCATION FOR COD WEAI}IER CONCRENNC' D. ACI J5O ,EMRONMTIAL ENGINEERINC CONCREIE STRUCTURES' L ACI SP_15'NED REFERENCE MNUAL'. F. ACI JO.+ "GUIDE FOR MEASURING, MIXINC, IMNSPOFTING AND PLACING CONCRft'2, COORDIMIE WiT}I OTHER TRADES TO ENSURE I GROUNDING, SLTEIES, EMETDMEMTS AND OTHER ITEMS ARE NSTALLED BEFORT CONCRnE PLACEIIENT. IF CUMNC REINFORCEMEI{I PPffiS NEC6SAR/ FOR NSTAI OF SUCH {IEMS, CONIACT T}]E ilGINEER.3. PTACE CONCREIE AT A UNIFORM RATE AS CLOSE AS POSSIBTE TO FINAL POSMON TO PREVENI MIX SEGREGATION.4. CONSIDER CONCRETE SHRINKAGE IN PI.ACEMENI SEQUENCE. IF NOT SPIC ICTIY DEIAJTTD, CONSIRUCTION JOINIS MUST BE APPROVEO AY THE ENGINEER _ BOfi TYPE AND LMION.5. CONSOUOATE ATL CONCRETE PLACEUENIS MT}I IHE AID OF MECHINICIL VIBMTION.6, PTACE FOOTINGS, PII.E CIAPS AND MTS IN A COMINUOUS OPTRA:TION WITHOUT INTERRUMONS. THE I-AYER MET}|OD MAY BE USED PROVIDEO I-AYER/UFT IHICKNESS MNCE IS 12 TO 24 INCHES HTH NO MORE I}]AN 30 MINIJIES EI,APSING BEMEEN PLACING OF ANACEIT LAYERS _ VIBMTE TO MEI-D LAYERS TOGETHER TO AVOID A HORIZONIAT PU}IE OF WFNXNESS.7. r,AYrR/UFr THrcKNESS tN WAIS SHoUI-D NoT BE CREA]ER rMN J6 |NCHES.8. FLOAT AXD BROOM FINISH EflERIOR CONCRflE SUNFACS PERPENDICUTAR TO SLOPE. ]HE ADDMON OF FREE WATER AS A RNISHINC AID IS PROHI8ITEO.9. WHEN SLAS COIIIRACTION JOINE ARE ACCOMPUSHED R/ SAW CUMNC, 'SAW_Ctf JOIMTS IS SOON IS PMCTICIAL _ USUATLY WTHIN 4 TO 6 HOURS OT RMSHINC. 10. PROTECT ^.}.lD CURE ATI CONCREIE BIGINNING IMMEDIAIELY AFTER FINISHING OR SRIPFING FORMS, THIS INCLUDES FORMED SURTACES IF FORMS ARE STRIPPED HIHIN 72 HOURS OF CONCREIE PLACEMENI. 1I. CONCREIE CONIRACTOR SMII PROVIOE WRMEN NO'NNCANON TO THE SIEEL ERECTOR NDICfiNG THE DATE WHEN CONCRETE SUPPORTING BUILDING COLUMNS TIAS ANANED AT tfAST 75 PTRCENI OF IlE SPECIFIED COUPRESSIVE STRENGTH. 12. NEO REPAIR OR MOOIFICATION OF ANCHOR RODS UUST BE APPROVED tr flE ENCINEER. B. REINFORCING STEEL l. STRUCTURAL BONDING AGENI FoR coNCRm: ftREE-CoMPoNENT WATER BASED EPOfl REstN/PoroD cEMffi TypE XRMTEC tto' sy stKA coRp oR 'coRR-BoNo'N MNUTACTUR€D BY EUCIID CHEMENL CO. F. CONCRETE MATERIALS l. PoRIL ND CEMENI: ASnJ Cl50 fiPE l/l 0R V2, FLY ASH: ASIM C618 CLASS C 0R F A. CoNTEIII SY WEGHI (F USE0):152 illNlMUM * 2sz MffIMUMJ. NoRMAL WEIGHT ACGRECATES: ASnl CJ3, CLAss JS 0R GRATER4. WAIER: PoTABLE, lN C0NroRMANCE lvml ASIII C16025. WATER-REDUCINC mUIXIURE: Asnil C,+946, AIR-ENTRAINING AoMIXIURET ASTM C2607. SIRUCTURAL CoNCRm: ACI 318, CHFERS 3 AND 5 - SEE MIXES 8EL0W 4'-6'<3.0%1 1/2"0.454,5m PSt IIISS CoNCREIE (b.) 4.5-7.5%1'MINUSo.454,500 FSI GENEML STRUCTURAL coNcRErE (d.) SLUMP RANGE TOTAL AIR CONTENT MAXIMUM AGGREGATE SIZE MMIMUM V (c+p) RATIO f'c, 28 OAY COMPRESSIVE STRENGTH ct-ASs/usE STRUGTURAL GONGRETE MIXES coNcR[tE ctAss/usE NorEs:o. USE FoR oRluID PIERS, roollNcs, IIAE, SUBS, CoLUIINS, AtlD PEDESTALSb. ffiS CONCREIE IS DERNED AS MATS. SI.A3S OR ELOCKS THICKER ]MN 3'-O' IN DEPIH AND A POUR MORE T}UN 50 CUEIC YAROS G. FORMYYORK1. RTFERE{C6: A" ACI JOl 'SPECINCATIONS FOR STRUC'IUMf, CONCREIE' B. ACI ,DETAIUNG MI]UAL, C. CRSI MSP-I 'WUAL OF STANDARD PRACNCE'2. REINFORCING SIEL ASII1 A706 DEFORMEI} 8}RS OR ffi A615 GRIOE 60 DEFONMED AARS WTH IN ACTUAL YEI.O STRENGIH NOT EXCEEOING 78,OOO PSI AND A RATIO OF ACIU& UI'IIVAIE TENSI.T SIRENGII] TO ACTUAL YIELD SIRENGTH NOT LESS THAN 1.25.J. CONCRETE PROTECTION FOR REINFORCS4ENI _ CIIAR DISTlJilCE FROM FACE OF CONCREIE TO BAR SMI.L BE AS FOILOWS NOTED: J.1. CoNCREIE DEPoSmD AGANST GRoUNo 0R VolD FoRM: 3'J.2. CONCREII SURFACES EXPOSED TO WFA]HER OR IN CONIACI Wfi}I GROUND AFIER REMoVII 0F FoRMsr 1 1/2- FoR 15 B,ARS AND sMArrfR, 2' FoR 16 tHRoUcH ]18.J.J. SURFACES NOT D(POSEO TO GROUND OR WEAIHER: 3/4'FOR SLABS AND WALI lvlft tr1 AND SlrArrER BARS, r 1/2'FoR BEAMS ANo CoLUMNS. 4. ADD ,5X5'-0' DTACoMI EACH FACE AT ALr RE-ENTRTNT CORNERS.5, SECURE AI REINFORCING. INCLUDING OO!vELS, IN POSMON WTH BAR SUPPORTS PER CRSI BTFORE CONCREIE PLACEHENI. 6. CONIRACIOR TO PROV]DE A CREEN INSUI.ATED PIGTAL OTF T}IE REAAR FOR EI.ECTNIO{L CONTMCTOR TO TIE INTO GROUND GRID. SEE trffiIru DMWNGS FOR 0flA6.7. LlP REINFORCING STEEL PER T}IE SCHMUII EELOW UNl.rSS INDIC{TID O1HERMSE ON THE DMWNGS. I. REFERENCES: A. ACI JO1 SPECIFICATIONS FOR SIRUCIURAL CONCRETE' 8. ACI J47 ,GUIDE TO FORI.IWORK FOR CONCREIE'2, THE C{NTRACTOR SMTL 8E RESPONSIEI-E FOR DESICN, CONSTRUCT]ON A}lD EMCING OF AI.I FORMWORI( ND SHORING.3. AI.I VERNCAI CONCREIE SURFACES SMI! 8E FORMED, INCLUDING FOOIINGS,4. PRo{DE 3/4' X J/4' CHAMFTR 0N ALL EXPoSID DfiERtoR CORNERS, UNT"ESS OT}tERlillSE SPECIFIEO, H. GROUT r. CEITTITTTTIOUS GROLTT (USO): ASIU C1107 GRADE C NON_SHRINK, NON-METAIIIC PRE-MIX SUCH AS ,RVE STAR GROUT gY FIVE Sffi PrcDUCTS. UINIYUM 5 DAY COMPRESSIVE SIRSiGIH tS 4,000 PSt. 2. EPOXY GROI'I: 'FIVE STAN HP EPOil GROUT THREE_COMPONENI, NON_SHRINK GROUT RY FTVE STAR PRODUCTS.3, PREPARE CONCREIE SURFACES TO RECEIVE GROU FY UGHI BUSH MI,IMERING TO REMOVE SURFACE CEMENI PASIE AND BUG HOIIS . APPROXIMTE i/4'AIIPUTUDE,4. MIX GROI'T TO FLOWABIE CONSISTENC/, PLACE ND CIIRE.5. GROIJT BENEATH COLUMN BASE PI.AIES SHAII BE PTACEO AFIER FIRST TIER COLUMN. ND PORNONS OF FMI4ING MVE BEOI ERECTED AT.ID PLUMB. CURE GROIJI AT tffi 24 HOURS BEFORE ADDMONAL LOADS AiE APPUED TO THE STRUCTURE. IN COI.-D WATHER, PROTECT FROM FREEANG A}lD INCREAS€ CURE NME. 20"74'96"#11 18-62"80'#10 16"54'72'#s 4A'#8 12'42'56'#7 10-2a'36'#6 s"24'30"#5 18"24#4 6-15-1a'#3 SID HOOK DEVELOPMENT LENGTH OTHER BAR LAP LENGTH HORZ IOP BAR LAP LENGTH REBAR SIZE REINFORGING BAR LAP SGHEDULE I. CONCRETE ANCHORS Kt 12.2 l. oEFoRMED ElRr ASn4 4706, CRADE 602, CAST IN PIACE NCHORS: FI554, GRADE 36. A. AlL ANCHOR SOLTS, NUTS, WAHERS ANO ANCHOR HAROWARE SHALL 8E CORROSION PROTECTED 8Y EIHER: i. HOT DIPPEO CALVAI{IZED PER AgIM F2J29 OR ii. RED PAI{IED TO MATCH STRUCruML STEEL OR EQUIPMENIJ. EMEEDDED SIEEL ANCHORAGL HOT DIP GALVNIZED OfiERIOR ASSEMELY PER ffiM F2J29. A. PUTES, RoUm SMPEST ASIM A16, Fy=J6 KSI B. HEA0m ANCHoR SIUDS: ISIM A108 csDE 1010-1020 mE B, Fu=60 KSI4. PoS lN$M mHEStuT (CHEM|CTAL) SEr NCHoRS: REFERENCE 'CoNCREIE SECION C' FOR ADHESIVE ND SEE ORAWINGS FOR TYPE. A HAS-E zrNc RITD RoD (so 898 cuss 5,8) st HtLTt. B. SUPER HAS Z|NC PLATE0 RoD (ASIII A193 0M0E 87) W HtUl. c. stAtNt"Ess Ms RoD (Asnr F5sJ, J04lJr6) R/ HrLn.5. Pos lNSIAllIo MECHANOqL NCHoRS: KffK 80LT IZ D(PNSIoN NCHoR ry HILT 0R 'STRONC-BOLT WMCE ANCHOR ry SIMPSON STRONE_TIE.6. INSTALIA]ION OF A( POST INSTALI-O ANCHORS SMIL BE IN ACCORDNCE WII}I THE MANUFACTURER'S WRiITEN NSTRUCTIONS ANO LATEST ICC EVALUATION SERV]CES, INC ES R€PoRr (ESR-1771).BARtPSCHEDUTENoTESIA REMR tlP IINCIHS ARE FoR f'c=4,000 PSI CoNCRFrE ND CRr{DE 60 EIARS WITH AT TTAST 2 INCH COVER A}lD A{R SPACINC AT LE}ST FOUR AAR DhMEIERS, OR 5 INCHES MTNIMUM FoR ilg ]HRU t11.B. TOP &Ai LAPS AxE HORIZONIAL I,APS WHERE MORE II{AN 12 INCHES OF FRESH CONCREIE IS PIACED BEI.OW IIIE BARS. TOP AAR LF ENGTHS MAY BE USEO THROUGHOUT AT THE CONTRACTORS DISCRENON, C. CMDE BEAM LAP LOCATIONSII TAP TOP BARS NEAR UJD_SPAN, I|TIIIIN MIDDTT THIRD OF SPN,ii tAP B0n0M ffis Nffi suppoRT, vflIHtN oNE LAp tINcfl oF FooTtNc/pttE cAp. G. REBAR DOWEL OR ANCHOR ADHESIVE UFAfiURM tr HILTI,2. DRILL HOIIS IN CUREO CONCREIE WIIH CARBIDE-TIPPEO DRILL ETTS CONFORMING TO ANSI 8212.15 At.lD 8LS CLSN _ HOIE DhI{EIER PER HILTI.3. INSTALL lN ACCoRD NCE ffTH THE I'{ANUTACTIJRER'S wRmN lNffiUcnoNs ND J, SOIL DESIGN CRITERIA: 1. A GEOTECHI'IICAL REPORT WAS NOT AVA]IABIE AT IHE NME ilSE CONSTRUCTION DOCUMEI'ITS WERE PREPARED.2. ALL INFORMATION PRESEMED BELOW IS SUMED ANO STil[ BE \€RIFIEO SY A GEOTECHNICIL ENCINEER PRIOR TO CONSTRUCTION.J. ASSUMED FRoSI DEPIH: 36 INCHES.4, DESIGN CRmRh roR CoNvEmoW FmINGS: ASSUMEo NEI AI.LOWABLE BEARING PRESSURE - 2,000 PSF 0N APPRoVED CoMPAC'TE0 SUBGMDE, sPEClncATtoNs, AND TATESI tCC EVALUATIoN SERV|CES, tNC. ES REPoRT (ESR-2508). D. CONCRETE ACCESSORIES 1. REFENENCES: A. ACI JOl SPECIflCATIONS FOR STRUCTUMI. CONCREIE'.2. D(PA}.{SION JOINI ITATRIAL A" ASII{ 0994 ASPMLT FIBER TYPE, B. Asrlr Dr752, mE 1 (SPoNGE RUBEER) 0R CToSED CEIL pr sllc FoAM, (Fr'C 0R POLffi ruNE) PREFORMED FILITRS.J. JoINI SEALANI: SlUCollE BASE SUCH AS DOW 888 UNLESS NoTED oTHERWSL+. VOID FORM ITAITRIAL SHAIL BE ry SURE VOID'OR APPROVEO EOI,JAL KEEP VOIO FORM MATERhL DRY OURING PUCilENI. AND INSAIL IN ACCORDANCE MIH WUFACruRER'S RECOMMENDATIONS. A PROV]OE A}lD INSTALL BACKflLL RflAINER EOARDS.5. WATER SToPS: SEE DRAUNGS FoR I'PE A GO{ERAL FryC RIEBED ll]fr CTXIER 8Ut3 BY CREENSTREqK, SrYtE 7OZ B, CHEMICAL RESISIANI: ET{V]ROSTOP IPE_R' S|/LE NO. 618 SY WESTEC, 4' RIBBEO TTflH CENTIR 8U18. MITER CUT AND SPUCE EY HFAT WEI'DINC AT DIRECTION CMNCES AND IMERSECNONS TO I{AINTAIN AIICNMENT AND CO}INNUITY OF THE RIS AND CENTER BUL3. C. SAJ EXPNDING: VoLCI.AY RX-101 WITH CoNCREIE PRIMER. 01oF1NUMBER:MRJ I 05t2d23 BRC GM0 1.SEE PL0T PIAN FOR ORIENTATION AllD LOCr{TI0N WORK OROER NUMBEruPROJECT NUMBER:WO# C1004981 - INSTRUMENT AIR REG 7 CONVERSION - ISSUED FOR CONSTRUCf fiffi[$9 erc-cxzo-esoo WILLIAMS FIELD SERVICES - PICEANCE BASIN INSTRUMENT AIR COMPRESSOR FOUNDATION INSTRUIVIENT AIR SKID FOUNDATION PLAN, SECTION, DETAIL & ISOMETRIC nRAWNAY. .lM I DATF: 0329/23 CHFCKFDBY: BRC I DATE: 04/0t23 -t COUNfr/PARISH: GARFIELD I STATI: COLomDO TowNsHlp. RANnF SFC rlON l I AT/l ONG: 3946&23 N/-108O8675W Willffis"gv I DUWING NUMAER I DRAWING TITLE REVISIONSREFERENCE DRAWINGSDRAWING STATUSNOTES 1- { I I, 'r -l 8'-to 8'-10 COMP. SKIDt8'-0l'-0 l'-0 I AIR COMPRESSOR FOOTPRINI (REFERENCE) I 1- GH DJED PIAIE oEt rL(m 6 PLCS) ENSURE CROUNDINC PIfrAL IS IN PME PRIOR TO POURING CONCREIE, SEE NOTE 6 UNoER SECIIoN I, PrC-CN20-J100. INSTRUMENT AIR COMPRESSOR BUILDING FOUNDATION PLAN sst.E:1/2'=1'-0' NOTE 1 ISOMETRIC VIEW SffiI: N.T.S. Eil8M PIATE T.o.t)1/4(r.o.c. #6 O 12'0.C. EA WAY T&B 16 o 12'0-C. EA WAY T&B 3/4' CMilFERE0 (AT PERilETER) EOCE FINISHED GRADE (SLOPE AWAY FROM EAUIPMEM) t5 e 12'W,/C0RN€R B]ARS O PERIMEIER t4xlo12' (AT PERrilErm)(4) H4L s/8 x 8 3/16 NELSoN sIUDs (0R EAUVALTNT) ls coNr PERIMEIER)t 1/2x12t1'-0' PRovtDE t' rurus AT CORNERS SECTION /T\EMBED PLATE scAt-E:1/2'-1'-0' il€gtc -24 1oF10 0 Ptc-cN20-3310 1. SEg PLOT PUN FOR ORIENTATION NO LOCATION WILLIAMS FIELD SERVICES - PICEANCE BASIN INSTRUMENT AIR COMPRESSOR FOUNDATION PSV VENT STACK FOUNDATION AND COLUIVIN ELEVATIONS & DETAILS Willffis.gv REVISIONSREFERENCE DRAWINGSDMWING STATUSNOTES I 4 t/2 + t/2' (1) AD0n0NAL rE FIFIO TO IOCAT€-r\T!trt DSG.Y ,arcflffiltEfla AND ORILL FOR U_BOLT TO SECURE PSV V€NT STACK sEcroN fn scf,E N.ts ne_gto #4 TrEs @ i2" TIES SHALL ilVE 6' (MrN.) ovERuP & STANDffiD H00K. STAGGER LOftNONS,#4 TrE RY t" ctRr (8) #6 vERr SECTION /E\ solE l(Ts l'€gF w6 col .r\ IHS IfE, t:3/4xt2x1'-o" wrTH (4) 1 r/16"0 HotEs FOR J/4? NCHOR BOLIS TYPICAL DRILLED PIER !*ttE RT,S. J/4"s F1554 GR. 36 THRAOEO ROD wrH (2) NUTS & 2"0 x l/4" WASIER PSV VENT STACK SUPPORT COLUMNffi sEcroN /"\ffir-'-EiBrcf DETATL /i\ scaE l-1,/2'-l'-d i€gt