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APPROVED BY WILLIAMS FIELD SERVICES
'7/',|/2023 WILLIAMS BUILDING I
PARACHUTE- CO
Approval of this document does
approve any deviation or PLAI'{ REVIEWT'IOTES
5. General lishlins and receptacles shall be run on 154 120V
circuits wittr #tz A\A/G mininium wire size. Branch circuit
conductors shall have an ampacity not less stan the maximum load
to be served. Conductors of multioutlel branch circuits supplying
reoeptacles shall have an ampacily of not less ihan lhe rating ofthe
branch circuit.
6. Branch circuits shall be protected by lisled over current
protective devices having a rating or setting in epnficrmance with
Sections 210 and 24O of lhe NEC.
7. The EC 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 cirr,ujt-
8. Sufficient asess and working space shall be provided and
maintained about all electrical equipment to pennit ready and safe
ooeration and maintenanoe. All motors shall have disconnect
switches within sisht of the motor.
9. All circruits, equioment, fixtures, endosures, etc. shall be
orounded bv approtred electrical conneclion and/or bondinq to lhe
Eystem grorind.'The grounding sy$tem shall canform to S&tion 250
of the NEC.
10. WIRING METHOD: a) Shallbe used oonsistentty throughout
the enUre buildino. bl Mav be anv method conforminq to the NEC
and these specifilations for ALL'areas" c) No wiring 6r spark
generating devioe shall be placed within 18" of the floor in areas
rrvhere a motor vehicle could be present. All receptacles in sucfr
areas shall be GFCI. d) Wrino shall be run in metal raoewavs: EMT
mnduit, and liquid tighi metal-conduit. e) liquid tightflexible'conduit
shall not exceed 36" in lenqth.
11. All building wiring shalTbe THHN, wiring wilhin equipnenl shall
be TH\A1l'l or MTW.
SPEC'AL CONDITI ONS AND/OR LIMITATIONS
".
2. Setling of building on site to be compldted by "olhers''.
3. Each donhactor 5nd/orthe swner sliall: hav6 an up to date set of
drawings on lhe job siie; obtain the proper local building permits;
and eniure all reouired local insoections are made.
4. Roof jack fur odnpressor disiharge installed at factory. Roof
ooose neck shinped loose to be installed on site.
5. No trazardods materials used or stored wilhin this building, if
chemicals are lo be stored within this building they shall not exceed
amounts listed in tabled 307.1 (1) and 307. 1 (2) of the 2015
lnternalional Buildinq Code
6. This building requTres ptumbing facilities as rcquired in IFC Table
403.1 on-site within 500'.
7- The door lhreshold lip shall be no greater than 1/2". Entry door
hardware shall be an accessible lever lockset-
requirements of applicable
PIAN REVIEW NOTES
maxirnum dimension shall be A$TM A513. Fy =
with a maximum dimension =>2" shall be ASTM
ksi.
nor lhe
uries during
ere.ctor
dranings:
and Fu =
steellhicknessm
ifiedmodbe golyester
qr
She be
the
shalllrim bescrevvsstitchgcfe$,i5&attaching
olftenrisenoted theln
A$TMbe 50 |t'siA9'S2 65Fy
oonfom wilh
The installa$on
beshall andlisted lhebear
shallnstallalionan
conforn tteirvith2.The
branch1AoVandconduclorsAilI0'flor 1AT,I'Gnot
0
2j6 tn
more
load
30208Vtheper
ts eleclricwhere
be s a
l-lP shapes,
36 ksi and
ksi.<T
HSS
andchannels shall ASTMbe A-2-S.angtes
Fv 46GB ksi
Steel beshall 453ASTM 35 Fufi$iB.pFe grade Fy
ksi,
withaccordance Iatesl ilion AWS
SfeelCodeDSlruclural
SHEETINDEX
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LEGEND
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VV{LLIAIJS EUILDING 1
INSTRUMENT AIR BTJILD'NG
I
0 :SSUED fOR CONSTRUCTION AAw|LDJ sfJrz:t !RAl'Vil8Y: A.hlf!:,]Jfi3
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Pfi EPARED SY: BLACKHA$JX EOUIPlrEl,{T MO{EL
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Seouence of Ooeration:
l. lnstrument Air Comoressors
pehrt 2324F-
ll, lnslfumeot Air Druels UNIT HEATER SCHEDULE
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AIR COMPRESSOR SCHEDUI-E
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trr6:Wrut5WF lUd:ffiirdb?Urrllnl>SiHSf.ffiretsK{llG llsl,&\GLlHNtl Sr4lf,H,LLiULiG:E\?JLllEl[tg.'fflECtLIiiilnlER DCITFtrSSORS l0lr: {1O{t {lEO 0$l A}l NS Gtl-Lc+l Yr€I T,qs}f
lll. BuiHino HVAC
b{iHin!. Th€ air oofipressors Irave lhermori€&ally conlrol€d -cold rwaErer hfts" hsralbd lo help ma-rdain oil lemp€rclure and Frelenl treezing ol oonlrDls.
lV. Comoressed Air Flstv
in s 250 gall8n coltecRxl tarlt ffX-65t ).
AIR RECEIVER SCHEDULE
FEU TYM CAP*:ITY
c.{ucils
PSTEiI
gRESS Psr CP, r{t,
LE.{
ILI!t'JF.AC!3JRER
it sElxo-orY *eP!lC!ATIC{l
|J{*1 \EfrT}iTL :{a ]{*3E tssl .sAxtE.1101?$306 I 8f,Y
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APPROVED BY
BEC PIPING SPEC
CompressedAir {CA)
Specification Number - 1 1 71712023
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
AIR DRYER SCT.IEDULE
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VB-1I
tsall v3l"€. 31arnts.9 $eet o€llt ano slem, tsFtP I
lhreaded erds, RPTFE seat and *al.
stain4ess s{eel le\€r operatcr Full portApollo
E€ri€s 7€F-'|O0"A or€quel {t14" thru 31 wilh
loct otate.
Flarqesr ASTM-AI 82-F31 $'SS-FF
Flange Gaskets: Garlock BlusGuard 3200
Flange Bolling: ASTM-A1S3-GRB-7-SS HEX rnachine bolts & A194-GR-2H-SS HEX nuls
Hose; H^4
Cbaning Melhod; Blow out
Test Medium: Air
Tesl Pressure: 150 P$lG ar 1 .1 X internal design gauge pressuxe \rhic$ever is greater- Package MA\A|P is 200psi.
NOTES:
1, Use ualtes wilh a lernperalure range of -20'F to 400"F [n al] applications where medra temF€ralure wilhin the
pipe is excessive" E-G., compressed air line trom compressordisciatge to aftercooler,
Sl:E 2" afld smalier
PiP€AST*I-431r-TP304-SS€CFt 40
Fdunas A.lJ I M-A4O3-WPS'I E*SS-'IiUI(U
Flanqes ASIH-4312.$S.SCRD
Shutaf Valves
Throltlinq Valve
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A
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INSTRUMEMT AIR BUILOING
S€rial Nunt€t
9176f,So?e303?00
9REPAFEI) BY: Bt36l(HAVr'l{ EOiSPI{ENT BF
!1 E o E 9
GONGRETE CONGRETE GONT.
A. CAST.IN.PLAGE CONGRETE E. CONCRETE BONDING AGENT
1. SIRUCIURAL mNDING AGENI FoR coNcRm: IHREE-CoMP0NENT I1AIER B SED EPor
RESTN/PORTT.AND CEMffi mE'ARMAEC l1O'W SIKA CoRP 0R 'CORR-mND'AS
UAilUFACTURED SY EUCUD CHEMICAL CO,
F. CONCRETE MATERIALS
1. REfTRENCES
A" ACI 301 SPECINCATIONS FOR STRUC]URAT CONCREIE'
B. ACI J18 'BUII..OING CODE REQUIREMENTS FOR STRUCIURqL CONCREIE'
C. ACI 306.1 'STNDARD SPECHCANON FOR COI.D WAIHER CONCRMNC.
D. ACI 350 ,ENrcNMEMTAL EIIGJNERING CONCREIE SIRUCIURB,
E. ACI SP_15 'RELD REFERENCE MINUAL"
F. ACI JO4 'GUIDE FOR MEtrSURING, MIXING, ]RANSPORTINC ANO PLACING CONCREIE'2. COORDINATE WITH OIIIER IRAOES TO ENSURE AI.I CROUNDING, STTEVTS, EMBEOMEIITS ND
OffER MMS ARE INSALL-ED BEFORE CONCREIE PLACEMENI IF CUMNG REINFORCEMENI
APPE}XS NECESSAR/ FOR INSAI.I OF SUCH ITEMS, CONTACT l}IE ENGINEER.
J. PI.ACE CONCREIE AT A UNIFORM RATE AS CLOSE AS POSSIBTI TO NML POSMON TO
PREVENI MX SEGREGATION.4. CONSIOER CONCREIE SHRINIGCE IN PLACE}ENT SEQUENCE. NOT SPECIflC{LY DETAITD,
CONSTRUCTION JOIffi MUST 8E APPROVEO tr THE BICINEER _ 8ON tfPE ANO
LOCATION.5. CONSOUDATE ATL CONCREIE PLACEMEI{IS WIT]I THE AID OF MECMNICIL VIBMTION.
6, PLACE FOONNGS, PITT C{FS NO I,TATS IN A CONTINUOUS OPERATION TTTTHOTJT
INTERRUMONS. THE LAYER I,IETTIOD MY BE USEO PROMDED LAYER/UFT ]HICKNESS
MNGE IS 12 TO 24 INCHTS WTTH NO MORE TMN JO MINUIES EI,APSING BEnYEO.I
PUCING OF MCENI TAYERS - VIBMIE TO MEIO LAYERS TOGEI}IER TO AVOID A
HORIZOMI PNE OF vwNES.
7. TAYER/UFr THTCKNESS lN W US SHoUI-D NoT BE GRATER TMN J6 INCHES.6. IOAT AND BROOM RNISH ffiRIOR CONCRETE SURFACES PERPENOICULffi TO SLOPE. THE
MDMON OF FREE WAIER N A NMSHING IIO IS PROHBIIEO,9. WHEN SLIB CONTRACTION JOINTS AiE ACCOMPUSHEO g/ SAW CUMNC, 'SAW_CIJI JOINTS
A SOON N PRACTIC1L _ USUAILY WTHIN 4 TO 6 HOURS OF RNISHING.
10. PROTECT A}lD CURE AI CONCREIE EEGINNING IMMEDIAIELY AFTER FINISHINE OR STRIPPING
FORMS. ftIS INCLUDES FORI4ED SURFACES IF FORMS ARE STRIPPED WIT}IIN 72 HOURS OF
CONCflETE PUCEMTNT.
11. CONCflETE CONTMCTOR SMI.L PROVIOE WRInEN NOTIFCANON TO'THE SIEEL ERECTOR
INDICATING'THE DATE WHO.I CONCRETE SUPPORTING BUITDING COLUMNS MS ATTAINEO AT
LEAST 75 PERCENT OF ilE SPECIFIEO COMPRESIVf STRENGT}I.
12, NN"O REPAR OR MODINCATION OF ANCHOR ROOS MUST BE APPROVED FY IHE ENCINEER.
B. REINFORCING STEEL
1, PoRTIAN0 CEtlEM: A9il C150 mE l/l 0R V
2, FLY AsHr AsrM c618 CLASS c 0R F
a coNIENr ry llacHr (lF uso):1su MINIMUM - 25% IJAXIMUM
3. NoRMAL WEIGHT ACCREGATES: ASIM C33, CL SS 3S 0R CREATER
4. IVAIER: PoTABLE, lN CoNFoRMANCE WTH Asttl C16025. WAIER-REDUCING AI)MIXnJRE ASIil C4916. AIR-EITMINING ADMIXIURE: ASIM c2607. SIRUCTUmL CoNCREIE: Acl 318, CMFIERS J ND 5 - SEE MIXES BELoW
STRUCTURAL GONCRETE MIXES
cLASS/USE
f'c, 28 DAY
COMPRESSIVE
STRENG]H
MAXIMUM
U/ (c+p)
RATIO
MAXIMUM
AGGREGATE
SIZE
TOTAL
AIR
CONTENT
SLUMP
MNGE
GENERAL
STRUCTUML
coNcRErE (o.)
4500 PSI o.45 1. MINUS 4-5-7.5%
TJASS CoNCRm
(b.)d500 Psl 1 1/2"<3.O%4'-6'
1. REF€REilCES:
A" ACI 301 ,SPTCIRCATIONS FOR SUCTIJRAI CONCREIE'
B. ACI 'DETAUNG MANUAL'
C. CRSI VSP_I 'MNUAT OF STANOARO PMCTICE,
2. RENFORCING STEL ISTM A706 DEFORMED EIRS OR ASIil A615 GRADE 60 DEFORMEO
BARS WTH AN ACTUAL YIEI-D SIRENGIH NOT D(CEMING 78,OOO PSI AND A RATIO OF
ACruAL ULTIMATE TBISiTE STRENCT}I TO ACTUAL YIELD STRENGTH NOT LESS TMN I.25.
3. CONCREIE PROTECTION FOR RENFORCEMENI - CL.FAR DISTANCE FROM FACE OF CONCREIE
TO BAR SH.AI.L 8E AS FOLLOWS NOTED:
3.1, CONCREIE DFOSITEO AGqlNSr GROUND OR VolD FoRM: J'
J.2. CONCREIE SURFACES SPOS€D TO WEATHER OR IN CONIACT WII}I CROUND AflEI
REMOVAL OF FOFM5: 1 1/2' FOR 15 BARS ND SltALlrR, 2' FOR
'6
THRoUCH tl8.J.J. SURFICES NOT EXPoSED IO GROUND 0R WE{HER: 3,/4' FoR SLAES AND l{AlL l{ml
111 ANo SI{ILLER BARS, 1 l/2' FoR BEAMS AND CoLUMNS.
4. ADD ,5X5'-0'0AC0M[ EACH FACE AT ALr RE*ENTMM CoRNERS.
5. SECURE ALL REINFORCING, INCLUDING DOWETS, IN POSMON WTH &{R SUPPORTS PER CRSI
EFORE CONCREIE PLACEMEM.
6. CONIMCTOR TO PROV]DE A GREEil INSUUTM P6TNL OFF T}IE REAAR FOR ELECIRICAL
CONIRACIOR TO NE INIO CROUNO GRID. SEE EI-ECIRICAL DRAWNGS TOR DETALS.
7. TAP REINFORCING sIE[ P€R lHE SCHEOUU BELOW UNI.TSS INDISIIO OTHERWSE ON IHE
DmwtNGs.
CONCRffi CNS/USE NOTES:o. USE FOR'DR|L]50 PIERS. FOOTlNcs, MAE, SIABS. COLUMNS, ANo
PIDESTALSb, MASS CONCRflI IS DEFINED AS MA]S, STAIS OR ELOCKS THICXER
THIN 3'_0. IN DEPII ANO A POUR MORE I}IAN 50 CUBIC YffiDS
G. FORMWORK
1. REFEREI{CES
A. ACI JO1 IPECIRCATIONS FOR STRUCTURIL CONCRETil
8. TCI 347 'GUIDE TO FORMWORK FOR CONCRM'
2. IHE COMRACIOR SMLL BE RESPONSIBI! FOR DESIGN. CONSTRUCT]ON AND BRACINC OF
A[ FORMWORK AND SHORING.3, AI VERNCAL CONCREIE SURFACIS SMIL BE FORMIo, INCLUDING F@TINGS.
4. PRCVIDE 3/4' X 3/1' CHAMFER 0N AIL D(PoSEo DfiERloR CoRNERS, UNl.rSS OTHEMISE
SPECIFIED.
H. GROUT
1. COIENImoUS GRoUT (USo): Aslil c1107 CMDE c NoN-SHR|NK, NoN-MEI LIrc PRE-Mlx
SUCH AS .FIVE SNi GROUT FY F]VE STAR PRODUCTS. MINIMUM 3 DAY COMPRESSIVE
sIn0{GTH ts 4,0m Psl.
2. EPOXY CROUI: .FTVE STAR HP EPOW GROUT I}REI-COMPONENT, NON-SHRINK CROIJT S/
FVE STAR PRODUCIS.3. PREPARE CONCRflE SURFACES TO REC€IVE GROUT SY UGffi BUSH M}JMERING TO REMOVE
SURFrcE CEMENT PASIE ANO BUG HOIIS - APPROXIMIE 1/4. AIJPTIIUDE,
4. MIX GROIJT TO FLOWAETE CONSI$ENCY, PTACE A}ID CURE.
5. CROIJT EENEAT}I COLUMN BASE PI.ATES SHALL BE PTACED AFTEI RRST TIER COLTJI4N, AND
POMdS OF ruING RAVE EEEN ERECIEO AND PLUMB. CURE GROW AT I.EAST 24
HOURS BEfORE AODMONAL LOA'S ARE AFPUEO TO IHE SIRUCTURE. IN COI,O WEATHER,
PROTECT FROM FREEZING AND INCREASE CURE IIME.REINFORCING BAR LAP SCHEDULE
REBAR SIZE
HORZ TOP
BAR I-AP
LENGTH
OTHER BAR
LAP LENGTH
STD HOOK
DEVELOPMENT
LENGTH
#3 1A'
ll4 24-18'7'
#5 30"24 9'
#6 2A-10'
#7 42'12'
#8 48"14'
lls 72'54'16-
#10 80"18-
#11 14"20'
I. CONCRETE ANGHORS
1 . 0EFoRMED 8AR: ASM706, GRAoE 602. CASr lN PLACE AICHoRS: F1554, GRADE J6.
A AI.I ANCHOR BOL'TS. NIJTS. WASHERS AND ANCHOR HIffDWffiE SHATL BE CORROSION
PROTECTED SY EIHER:
i. HOT DIPPED OqLVA}IIZED PER ASIM F232S OR
ii. RETO PAII{IEO TO HATCH STRUCRJML STEEL OR EQUIPMENI
3. EMBEDDED SIEIL lNcHomCE: HoT DIP ilvANIZED DOERIoR ASSilELY PER ASII1 F2J29.
A. PLATES, RotlID SltrPEs: AsfM A36, Fy=JG KSI
B. HEAoEO ANCHoR SIUDS: ASIM A108 CR{oE 1010-1020 mE B, Fu=60 XSI
4. posT tNsIAllrD ADHESIVE (CHEMTiL) Sfl NCHORST REFEREIICE 'CoNCRErt SECTIoN C'
FOR ADHESTVE
^ND
SEE DMWNGS FOR TIPL
A HAS-E ZiNC PLATED RoD 0S0 898 CTASS 5.8) B/ HlLr,
B. SUPER HAS ZINC PLATED ROD (ASIU A193 CRADE 87) SY HlLn.
c. srArNrrss HAs RoD (AsrlJ F5s3, J04^16) BY HLn.
5, POST IN$ATLED MECHANiT NCHORS: KWK EOLT U D(PA}]SION NCHOR tr HILT OR
lsrRoNc-BoLr
6. INSIATIATION OF ANCHORS SMII 8E IN ACCORDNCE WIIH THE
REF: Acl 12.2
BAR l.nP SCHEOUE NOlEs:
A" REBAR t}p [8{GIHS AnE FOR f'c=4,000 PSI CoNCREIE AND GMOE 60 EARS WfH AT
T.EtrST 2 INCH COVER AND BAR SPACINC AT LEAST FOUR 8AR DruIMRS, OR 5 INCHES
rrrlNlMUM FoR ilg IHRU #11.B. TOP BAR LAPS ANE HOR|ZONIAL I.TAPS WHERE MORE T}IAN J2 INCHES OF FRESH
CONCREIE IS PLACED EELOW IHE AAFS. TOP BAR TAP ITNGTHS MAY 8E USED
ilROUCHOW AT THE CONTRACIORS DISCRENON.
C. GRADE BEAM LAP LOCATIONS:i LqP TOP BARS NEAR MID-SPAN, I{IIHIN MIDDTI THIRD OT SPN.
ii tlF BoTroM eRs NEAR suPPoRr, ffilllN ONE tAP Lrl{6TH 0F FoollNG/PltE CAP.
G. REBAR DOWEL OR ANGHOR ADHESIVE
UFACTURED S/ HILN.
2. DRII HOtfS IN CUREO CONCRETE WIIH CARBIDE_NPPED DRILL EIIS CONFORMING TO ANSI
8212.15 AND BUST Ct5A . HOI.E DIAYEIER PER HILII.
3. INSTAI! IN ACCORDANCE WITH THE MNUFACIURER'S WRIITEN NffiUCTIONS AND
SPEOflC,ATIONS, ND LATEST rCC EVALUATION SERVICES, lNC. ES REPoFI (ESR-2508).
D. CONCRETE ACGESSORIES
1. REFERENCES:
A. ACI 3OI ,sPECIflCfiONS FOR STRUCTURAL CONCREII',2. O(PI}ISION JOIMT T{ATERIAL
A ASII{ Ds94 ASPMLT NEER TYPE.
B. Avt{ 01752, mE 1 (SPONGE RUEBER) OR CLOStl) CELL PLASIIC F0Al'1, (PVC 0R
POLYNHYLENE) PREFORMEO fl [TRS.3. JOINT SETAL Ni: SIUC0NE AASE SUCH lS DOW 888 T NLESS N0.IED OTHERWISL
4. VOID FORM MATERIAL SHALL BE S/ 'SIJRE VOID'OR APPROVED EQUAL KEEP VOID FORM
MATERUI. Dtr OURINC PLACEMENI. AND IN TALL IN ACCORDANCE WIH MANUFACruRER'S
RECOMMENDATIONS,
A PROVIDE AND INSTAII BACXHTL RETANER EOARDS.5. W tER SToPS: SEE DMVJINGS FoR mE
A" CENEML FVC RIBBEO WTH CENIER SULE 8Y CRENSREAX, STYLE 702.
B. CHEI|0AL RES! TANI: EIMROSTOP ?E-R. STYLE NO. 618 B/ VJESIEC, 4'RIBBED WITH
CENTIR BULB. MMR CUT AND SPUCE W HEAT WEI-0INC AT DIRECTION CHANCES A}lO
INIMS€CNONS TO MAINIAIN AI.IGNM$IT ND CONTINUITY OF IHE RIBS AND CEI{IER BUtr.
C. SEtr DGNDINS: VoLCLY RX-101 WttH CoNCRETE PRIMER.
MANUFACruRER'S WRTTTEN INSTRUCTIONS AND LATEST ICC EVIUATION SEffiCES, INC E5
REPORT ([SR-1771).
J, SOIL DESIGN CRITERIA!
f-A GEorEcHNtmL REpoRI tvAs NonvAtuau AT IHE nuE IHEsE coNsTRUcroN
DOCUMEI|TS WERE PREPARED.2, [L INFORMATION PRESEMED BELOW IS ISSUMED NO SH.C[ BE VERIflM fl A
GEOTECHNIN ENGINEER PRIOR IO CONSTRUMON.3. ASSUMED FRoSI DEPTH: Jo lNCHEs.4, 0ESIGN CRmRIA FoR CoNVENIIoML FooTINGS: Asst,MED NEr AIoWABLE BEARINC
PRESSURE - 2,000 PSF 0N APPRoVED CoMPACTED SUBCRADE.
-24
REVISIONSDRAWING STATUS REFERENCE DRAWINGSNOTES Wittffis,gv
WILLIAMS FIELD SERVICES - PICEANCE BASIN
CONCRETE NOTES
REVISION:Plc-cN20-3100
SHEET 1oF1 00
1'-0 1'-0 3/4
I
AIR CO}JPRESSOR FOOPRINI
(REFERENCE)
-t
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ilBD PUE
DETAL(m 6 PLcs)
ENSURE GROUNDING PISTAL IS IN PTACE
PRIOR TO POURING CONCREIE. SEE NOTE 6
UNoER SECTIoN 8, PIC-CN20-J100.
INSTRUMENT AIR COMPRESSOR BUILDING FOUNDATION PLAN ISOMETRIC VIEW
SC.ALL N.T.S.Sru:1/2'=1'-0'
NOIE 1
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WILLIAMS FIELD SERVICES - PICEANCE BASIN
INSTRUMENT AIR COMPRESSOR FOUNDATION
INSTRUIVIENT AIR SKID FOUNDATION
PLAN, SECTION, DETAIL & ISOMETRIC
NUMAER:Ptc-cN20-3300
SEE PLOT PN FOR ORIEIANON ND LOSNON
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NOTES DRAWING STATUS REFERENCE DRAWINGS REVISIONS wiilffi.gv WILLIAMS FIELD SERVICES - PICEANCE BASIN
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1. SEE PLOT PW FOR ORIENTATION ANO LOCATION
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5, ALL BIgLSING FENETRFJTI.SIIS, II{€LUOI!{G DAi'PEES FOR SUPFTY At]D EXHAI.iS' OFENINGS, RCOF JACKS
AND gOORS SHALL 8E CAiJLI(ED ANB F1SSHEB TO *ilrKE A 'J{ATER TlGlfI SEAI- RE: :!*TIRiOFJEXIERiOR
PANELI'IG I*Afi UFAATURERS' STAITSAfl9 PROBU€T CETAILS.
6. AJR BISCFTARSE DIIiE$SIONS ARE APFROXILIATE DI['€NSICNS FI,ID &CE
'IQT
RECOMil€HA€D.FOR PIPE
ROUTING PRIOR IQ SKIg ARRIVAI..
?. APmOxlt{AT€ EUILDING llttGtit 1?.tof*
APPROVED BY
PI.AN
7/7t2023
Approval of this document does not authorize or
approve any deviation or deviations fom the
requirements of appli€ble State Laws.2O23
?4'X !,{'eUILDING
REIIOVAS!-E TIFNNG
GflSUHDII.]G TUGS
LOCAf,EO OH OFPI]Sfi€
CORNERS OF B1'I{DIHG
MORTII E!.EVATION 5.AST EL€VATION
"IIEST
ELEVATION SOUTH ELEVATION
r?6+U-!
iITL€
FLEVATIONSBLACT(F|AIA/I(
i1: l;":'ir ' ".'r''z
LICE}ISE N3 WlLLlAtdtS
t *!ffi:rf@d Bunl3€t WILLIAMS EUILDING 1
INSTFUMENT AlR BUII-DING
F€FE9€54:.G!,5 9rc€F€ffiA'*
Ellli] r( F.*}-JX E OUIP LIENT
Il-I- L
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-
!-
!-
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ill Itrilllililil
IT
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l.Exterior light provid€d rnd instal]ed others onsite
!€*fffgj lH5 ::qtg&g
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APPROVED BY
7/7t2023
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of appli€ble Slate Laws.
cstpRESsoR
sEcIoNc-c
SCALEl:8
2o23
NOTES 17€&t+5
1.
2.
3.
4.
5.
6
3'FIfl PAHEL E}IEFPSFI. SEE AiERPA}I OFA!&TNGS FO8 FUR'}IEfl ITru!- LAYC{JT OETAILS
lJif OAITONB DECK P.LATE FIOOR SURfA6E
n,s sKtD ilE.HeA8$.
5" CNFLJSLE SEAL.TITE €L8SED CELL sF€EY fg{$
OC.313 ?UIUIT;ESCETf THERITA|S AARFEER ltra0l,irg AFPU€9 PfiIUER). REFER TO ESR-37U?-1 AtlD CSAT*{G
LTTNBFACTUAEF A'PUf.qTTOII T$STFUCTIGIIS. J.PPUES AI{S CIJffEO BEFCRE CLq€ED CE!-L SPRAY FffAlTI
lllsULATIOrtl-
FORCH SECI'IOH t'JtrER DRYTAI{< hIOT INSLII.A'ED
ALACI(HAVI|I(
Ll,iiF:.t:t i I .:,::l\a I
UC€NSE NO.FIELD SERVICES
q*4|€rsdq s@a€ SdC e 'dhrm R€$r€sEH?rTg+r l€ ffisft s #Al€
q trJs.lcc aa Hb.ttdt e tl.rdse @Er6 ff #
F,€gFSE Tr€AtctF.rdr cF Hgc{t*us aff F.qcT*rlJla ilumb€r WILLIAMS BUILDING 1
IHSTRUMEI,{T AIR BUILDING
EY: EIACKHA|IYK EAUIPI,IENT
ITTLE
}'lODEL
c-!7F000t?302200
D€TFJL
B
c
t 3 4 5 6
{
A
RIGGING & INSTALLATION INSTRUCTIONS
A. STANDARD NOTES FOR RIGGING SUPPLIER
I. RIG€;iHG DESIGN IN ACCGRDANCE WTIH.{NsI/ASME 83S.9 AND E3O.1O RULES FOR FLAN''TG AND
EXECUTION OF LtrT.
2. OPERATIONS AND AFFROFRIATE OSFTA RULES AND STATE OR CNY COBE IF NEFDED,
3. SUFFLY Or Str'tGS rO COI,|PLY WITH BS30e.
{. IN lHE ABSENCf OF ANY OIHER ACCEPTABLE STANDARD THE ASOVE SHALL BE USED. IH}S DRA\i/ING II
DRAWN BASED Oil BEST PRACTICE
5" A{.I WIRE LOAD SFECIRCATOT{N TO BE STATED IN SAFE WORKING LOAD NOT MINIMUM BREA(ING LOAD"
6- SLING PROVIDER IO CONFIR!,,{ SI{ACKLE F|IS THROUGH !-IARDISOFI ETE.
D. NECOMMENDED RIGGING ARRANGEMENT
I. CONFIGURE RIGGING TO AVOID COT.NACT TIt'IIH THE EUILDING.
?- TES' I.}F' BUILDING ANB CHECK IOAD FOF TEVEI-. ADJUST TIGGING IF NFCESSARY.
3. SLOWLY IIFT BUILDING TO IARGEI sIIE. BO hIO'' UFI HIGH.
4" SEMC'VEAttiIffiNG Af+D SHACKLES W}IEN BUILDING IIAS BEEN FLACED PROPERLY IN PI-ACE.
APPROVED BY
717/2023
F. STANDARD COMPANY GUTDELINES rc.R SAFETY USE ONLY OSHi' APPROT/ED RIrcING AI'ID
HARDlA'ARE.
I. CFIECX AND SECURE RESIRICIED/CONFINEB WORK AREA. AL!. TRUCKS/CRANES SI-IALL BE LOCATED ON
SNE ON WITHIN BARRICADED AREA AND NO LIFIING SHAII- BE DONE OVER PEDESTR'ANS. VEHICIES, AND
ABJACENT BUILDINGS,
2. SEfORE MOVING TFI€ BIJIIDING. MAKf SURETTIAI IHE ROUTE N CTEAR OF AI"L OSSTRUCIIICNS AND
WORKERS ARE AT A DISIANCE NO IE55 THAN IfiT HE}GHT OF"IHE EUILD]NG.
3. THF BUILDING fuTUST BE HANDLES BY TRAINED AND AUIHORIIED CRA!iE OPERATORS ONLY, CERTIFTCATES
MI'SI8E DEUVERED BEFORE AN{ TIF'.
4. KNOW THESAfE UFT]NG CAFASfi.FIES OFTHE UFNNG EGUIPMENT.
5. AVOID SHARF BENDS AND PlNClllNG ON ALL SIR'IGS, USF:tHlrli8lE5 AND SOFIENERS.
J" errr* rlrnuc RIGGiNG A TftIAL LlFr Ts Io BE EXECUTED TO CHECK LOAD 8F.LANCE, LIFT SHArr NOT
€XCEED I T'A8OVE GftAOE.7. USEOFTAC-UNESTOCONIROLTFIELOADI€REQUIRED.SECURETOTHETOAD,NOTTORIGGII{G
5UNG5.
8. A CRANE OFEBATOR ASSISTANT IS RECOMMENDED TO ASS'ST IN GUIDING OR DIRECTING THE EUILDING,
Approval of this document does not authorize or
approve any deviatjon or deviations from the
requiremenls of applicable State Laws.
INSID- trI.IE SUILDING fIND GOOSEruECf,.s FOR DUC'ING
OUT OF THE SUILDING.
UFTING LUGS SFIOULD BE IV{TH DRIVER. ALSO
WTTH ffiE DRIVER. FIND A 3 RING B{NDER P*OVIDED BY
BTACKHAWK EtlU IPMENT WFII-I EtrltDlNG AND ESiJ|PI\4ENT
INFOR|VIARON-
HARDWARE SHALL BE LOCATED IN
'TS,dPPROPR'A1E
EOLT
HA{E ON THE SKID BASE. REMOVE AND US€ 1(} ATTACH
UFIING !.UGS.
C. REQUIRED MATERIAL
E. SETTING BUILDING ON TRANSPORT TRAILER
I. TIFNNG STiNGS. SIZED FOR TfiE WEIGHI AND HE'GHT OF lHE BUILDTNG.
2. SPREADER BAR, I2" WIDER
'HAN
fiE SUILDING ROOF V{IDTI.I.
3. WOOD ALctCKS Oft OI}fER GI,ATDS TO AVOIO DAMAGE BEN.J€EI'iI SUNGS AND SUILDING-I. ENSURE THAI THE BUilI..DING 15 STT}NG ON 'THE SUPPORT BF'IMS GF SUILDING BAIE TO T}IE PLATFORM
(}FtRAlrER, rN OlliERWtSE UsE SHIMSOR WOOD SLOCKS.
E CHAIN BUILDING FROM 8EAfoI FLANGES, i'N!NIMUA4 OF 4 CORNERS.I sdcti'eirucForqr ssowr.t ts oNLy FcR REF€RENCE. TkANSPof,? CoMPANY ls R€sPor'Jsl$LE FoR SAFE- iE goltrr.r oF Tt{E BUILDING Fo rHE TRAILER FOLLoIYING CoMPANY SfANDAtDs-
n. iilE rimFrc r_sos-SH-oulo ae RfiMovED AFIER RtGGu.tG. LUGS UAY r.tAKE lHE BultDlNG Too wlDE FoR
lRANSPORT PERMIT.
E. lo* brdx rnltLrn RECoMMENDED FoR TRANSFoRTATT0N oF BUrLD['tGs DUE To PosslBLE HEIG}{T/
CLEARANCE S5UE5.
4, SH.{CKIES SIZED FOR lHE W€IGI{I OF TII€ BUILDING.
5. LIFNNG LUGS AND HARDWARF PROVIDED BI BLACKH'TWK €GUIPMENT.
6. I.IFfING LUG 8OLT5 TO BE TORQUED TO I5O Tg+T.
7, ALL I.{ARDWART MU T BE USED Wf'II EACH LIMNG LIJG. { BOLTS PER LUG.
CLETRAh€E BFN'SEEN BUTLDING
AT.ID STRAPS/CA8LET. {.ISE WOOD BLOCKS i.F
NECESSARY TO KEEP RIGGING AII'AY FRON'i
SIDifiG.
APPROXIMATE BUILDING WEIGHT: 12,200#
DO I.IOT OFF LOAD OE MOVE BUI1DING WiTHOUT READING
1HI5 INFORMATION.lO TRAILB FROIi BEAIi FLANGE l/i'lTll CllAlNS
fAttURE TO FOILOI? TIIESPECIFICATIOI'l9 LiSIED WtTHiN
COUI.B RESULT IN DAMN GE IC TI}E F*CLOSURE AND/OR
RESUIT IN PESSONAL INJURY QF IYHICH SLAC(HAIVK
EQUIfMENT SHALT NOI 8E HEI-D LIASLL
3
$OTES t?6&R-1
TIT1E
iI. OfiY TTII'{ SHIPPEB SOLTEO IO SKIB. PSV SHIPPED LOO5E.RIGS'NG
E.LAC'I<HAlc!r''(Li i rr'I.lLt ,'-' clll:1:1
LTCENSE f{O.@Mtr tu,. ltrtEf.d *g FFGG @
aEg.qFY €F DIS CRMI{GII Nf, PA.gllctlAq l,tlmber VUILLIAMS BUILDTNG 1
INSTRUMENT AIR BUILDING
PREPAREO Sf : BLAC K}IAYYI(
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!
LIFTING LUG &
BACKI$IG PLATE DETAIL
SEE $3 FOR ITORE
INFORi*ANON
APPROVED BY
7t7t2023
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
"t6 llFFal yj|r*l
fANT( INLFI
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r?E&S-rUrssrrED Fofi coHsTRUclloH LT}J v30z:j DRAIA?I El AIJI/3r'lra3
'|AS.B;ulLI DRAIH LlNtli AT{;tilr:/td3 CHKDAY; AYC 3rBr21l
SKIB BASE
tEvrsrof.
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4!{ ffi r !t* d$c* cr" s g ktry F Fe d6 b g k# i. hn$ra a@sF ff ffi
s f,i59€SEsl:ms ffiT? lgilld RS$ns tF€trt1fi€{.iF trstliH{t€ Nff PAqT}:r-lR
V!$LLIAMS FIELD SERV,ICES
WILLHMS BUII-DING 1
INSTRUMENT AIR EUILDING
S€riali,lumber
c-1760007?3{22 00
PFIEPAFED BYr EtACl(}nv{K EOUIPMENT t/aODEL BFl
+n F
531
AACK OF BUIIDIiIG
*
o23
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FROilT OF gUILDII.IG
DEIAIL B
SCALE 1 :4 DEIA'L C
DETAIL C
SGALE I :4
.-t..6rE-
ll vrplFc
I'I'IH
OETAILS
HSTES r?60..s-?
t.tilEMBEFEttrEHs!*ls*2SftallBEFIILLYblrEloEo(IIELDEDArLARoulaATEACHJolNf) llfrHt./a'
PARTIAL-JOIHT+ENETRATEON ll'ELD.
a HEffBERSSA. f{r, *5 SHALT BE tflELI}€D TO ttEtaBERS fzATEACH EHDvtITH {fi l.rEf" X4" LOI{G Fn-LET
TTVELBS {OI{E Ol{ EACH S!DE}.
3. MEMBEB$ +6 & fi sHALL Ef tlljELDEo T0 :,l6lr$EFS l|2 g #g AT E4CH EilD VlrTll t?l liB: .\ f, LOtiG
FTLLET '/TELDS {Ot{E OH EACH SIDE}.
4. MEMBERS'€ SfIAL! AEWELDED TO ME''IAEEs*I AT EACTI ENO I1ITH IJE" PAFTIAL-JO,IHI-
PEi*ETRATIO$I ltEl8 OH THREE SIDES fl'tt0 STOES t BOTlOf,ll.
ITIIE
STR{'CruRE
l
USENSE ilO.P.sGSlgr*
leeddtukdt$dr{.F H3 EeIdIt€ ril '-{t
Numb€r WILLIAMS BUILDING 1
INSTRUMENT AIR BUILDIHG
EEffAXn CRE{n'$n rs }S€ REGACBT€TIC lccr.tnt.r
PREPARES BY: SLNCKFTAV$(
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of appljcablo State Laws.
APPROVED BY
7t7/2023
FCAWTYP
vEtrFv 9,rTir SUlLSING
vEFIFY n-iiF{ iiJrLE F*3
sFl?60
c-t76000733{t?200
1
D
E
F
!3 4 E
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=
L-
h=d=
5.81
2.00
1.000
6.000
BTH-1 Equation
3-46
3-48
3-47
3-45
3-49
3-1 9
3-21
3-20,3-22
3-25
3-26
3-28
q_4c
Design Criteria
k per lug (includes 25% unbalanced load)
tn
ln
Fu = 58.000 ksi
Fy = 36.000 ksi
E = 29000.000 ksi
G = 11600.000 ksi
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
Lbdlt^z = 60.8
.OBE/Fy = 64.4
1.9ElFy = 1531
alb = 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.bo in^3
fby = 8.94 ksi
FbY = 22'59 nt'
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
tu = 0.97 ksi
Fv = 10.39 ksi
Throat = 0.044 in^2 per 1/16" per inch
Fv = 17.5 ksi
Allowable Weld = 0.773 k/in. per 1/'16"
B /16" fillet weld capacity = 6.187 Uin.
Shear Length each side = 0.470 in.
Moment Length each side = 2.765 in.
Moment Arm each side = 3.235 in.
Allowable Moment = 1 10.69 in-k
tstiff = 0.4375 in.
Face Plate width = 6.500 in'
dstiff = 2.2500 in.
Astiff = 0.98 in.
Mstiff = 33.96 in-k
Control Unity
5.81 0.11
5.81 0.13
6.54 0.29
8.94 0.40
1.00
0.97 0.09
58.85 0.53
3-1
3-2
Fty = 18.0 ksi
Ftu = 24.2 ksi
Actual P= 7.99 k
Allowable P = 17.72k
Total plate length 2x dstiff = 4.500 in.
5 i 16" fillet weld capacity = 3.867 Uin.
Shear Length each side = 0.434 in.
Moment Lengih each side = 2.033 in.
Moment Arm each side = 4.467 in.
Allowable Moment = 70.24 in-k
Fub = 120.00 ksi
Ab = 0.44 in^2
Fvb = 31.00 ksi
1 bolt allowable = 13.64 k
Ftb = 50.00 ksi
1-bolt combined tension = 11.08 k (4.5" arm)
1 bolt allowable = 22.O0 k
tw = 0.25 in.
db = 0.75 in.
Aw = 0.1875 in^2
Fpb = 58.00 ksi
4 bolt allowable = 43.50 k
Siiffener Weld
Bolts
Bolt Shear
Bolt Tension
Bolt Bearing
341
3-40
3-42
7.99 0.45
33.96 0.48
3.36 o.25
11.08 0.50
6.71 0.15
A
A
7116"x2 3/4"x0'-8"
WELDED
STIFFENER
PLATE
-lt'F
SUPPORTING
GR. 50 WEB
-'114" MlN.
THICKNESS
3i4"x6 1l2"xo'-6
1/2- STEEL PLATE
w (4) 13116"@
HOLES FOR (4)
a4"a BOLTS
5116
5t16
114"
112
1t2
10118"J
ULL RETURN
TOP AND
BOTTOM WITH
/4'' FILLET
1'THICK STEEL
PLATE WITH 3"O
HOLE
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rr)'ql
-1@"
f.-
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$4 5lB"
TYP
RADIUSED CORNER
.TYP. TOP & BOTTOM
GR.50 3/8"x6 1 l2"x O' -6 1 12"
BACK PLATE WITH (4)
13116"A DRILLED HOLES
-WELD TO WEB
WITH 3/16' FILLET WELD
ALL AROUND
WILLIAI/S FIELD STRVICIS
WILLIAMS BUILDING 1
INSTRUMENT AIR BUILDING
1 114"
LUG ASSEMBLY
1 112" = 1'-0"
l
CO\ll-
TITLE
_ICENSE NO.
B
B
c
C
D
D
E
E
c
F
SCALE:nwN EHKD DATFDATFREVDLSCRIP IIONDESCRIP IIONREFERENCE DWGS.
NOTES J/7/23DWN BY: AMWLDJj/30/2:0 ISSUED FOR CONSTRUCTION
CHKD BY: AYC 3/8/23
FINAL CK:
ENGR.B
1760 - S-3
o
LUG
APPRV:
APPRV:
cFotIt Nt ttIDFoThis drovtng ts ownsd by Btockhowk Equipment Corporotion ond is loon€d solet for confidontiol u$. Recipi6nt promisos ond oqr6€s to rotum this
ogrees thot it sholl not be reprcduced, copied, looned or othefris€ disposed of, nor us€d for ony PurPose other thon thot for *hich it i3 furnished
drowlng upon requost ond
without express written consent.
NO REPRESENTAflON OR WffiMTY IS WE REGARDING 'THE ACCUMCY OF THIS DMWING IN N PARNCUUR.
RY: Rlaclrhnwk Fnrtinm MNDFI NIIMRFR. RTl7AO
c-17600072302200
43
RU EO0-001
TOLruCES WI IIAMS FIELD SLRVICTS _ PICLANCT BASIN
RtJI ISON COI,4PRESSOR STATION
ELECTRICAL
DRAWING INDEX
THIS DRAflNG IS THE
PROPEffi OF WUNS
ND IS NOT TO 8E US€D FOR
NY PURPOSE OfrER frN
ffAT FOR WHICH IT IS
SPECINruLY ruRNISHEO.
o02/09/2306/16/23 UL il LML NONE0iltrt uffi${rz - n wr ftc 7 ffimil - lso Fffi ffiffi
DATE AY CKDESCRIPTIONRry.I Ru-Eoo-oot
WILLIAMEi FIELD SERVIGES
-PIEEANtrE EASIN-
Cffil
NCLES:
WELD ASS'YI
+1 /E'
*1 /z'
Edited 8v: LoRI.WCffiER
Jun 18,'2021 - JrJTpm
REVISIONSREFERENCE DRAWINGS AND INFORIVATION
WILLIAMS FIELD SERVIGES
RULISON GOMPRESSOR STATION
ELEGTRIGAL PAGKACE I ISSUED FOR GONSTRUGTION
DWG. NUMBER REV DRAWING TITLE
RU-t00-001 0 ELECTRICAL _ DRAWING INDEX
RU-E01 -001 I ELECTRICAL _ TLECTRICAL AREA CLASSIFICATION
RU-E09-002 4 ELECTRICAL - PP_1 PANEL SCHEDULE
RU-t09-005 0 ELECTRICAL _ PP_4 PANTL SCHEDULE
RU-t1 0-001 6 ELECTRICAL - ONE LINE DIAGRAM
RU-tl 3*01 0 0 ELECTRICAL _ CABLE SCHEDULE
RU-E1 4-001 8 TLECTRICAL - ELECTRICAL CONDUIT
RU-E22-00 1 8 TLECTRICAL - ELECTRICAL GROUNDING
RU-E22-002 0 TLECTRI CAL AREA PLAN _ ENLARGED VIEW IA COMPRESSOR BUILDING GROUNDING
RU-E22-01 0 0 ELECTRICAL - GROUNDING DFIAILS
RU-E22-01 1 0 ELECTRICAL - GROUNDING D TALS
RU-t22-012 0 ELECTRICAL - GROUNDING DITAILS
RU-t24-01 0 0 ELECTRICAL _ ELECTRICAL AREA HEAT TRACE KEY PLAN
RU-124-01 1 0 ELECTRICAL AREA PLAN _ IA COMPRESSOR BUILDING HTAT TRACE PLAN
RU-t24-0'1 3 0 ELECTRICAL _ HEAT TRACE SCHEDULES
RU_EJ2_OO 1 0 ELECTRICAL _ HEAT TRACE DIIAILS _ SHEfl 1 OF 2
RU-t32-002 0 ELECTRICAL _ HEAT TRACE DIIAILS _ SHETT 2 OF 2
06116123OA.fE:
B =
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5
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D
D
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87
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AREA CLASSIFICATION LEGENO
cu$ I
09.1
GROUPO
cuss I
DN,2
GROUP O
ENGINEERINC SW
SWI SOIEIY EPMSENT
MW, CLO@ED DESIGN
o6/E/*a
REVISIONSREFERENCE DRAWINGSDRAWING STATUSNOTES
4 Williffis.gvI
B
WILLIAMS FIELD SERVICES - PICEANCE BASIN
RULISON WEST COMPRESSOR STATION
ELECTRICAL AREA
CLASSIFICATION
7
flffi!$9 nu-rot-oot6
SHEET 1oF1 9
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3
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RU-E09-002
WII I IAMS FII-I I] SFRVICLS PICIANCL BASIN
RULISON COIUPRESSOR STATIONWLTHutrJ w$il2 - Affi tr0 7 mffifl - 6SD |ffitrffi
a9/19/18 JX
JKUPCW, OM T UPOATT
Moc I848r1 - 2018 RflilDAnN
113+ffi -PP_ ]
ru:
ELECTRICAL
PANEL SCHEDULE
JKMOC} I]OI7G - A5-BU1LI PHNE I
+Dil JK NTS 01/o2/130+/17/126SUM FOR CONSRUCNONRU-EL-O6I
DATE BY CKoESCRttrlONoRrcrMl oMsNcs fr 5E, rNC RtJ-FOg-002
WILLIAMS FIELD EiERVItrES
-PICE,A.NtrE B,A.SIN-
E NOT rc 8E USEO
CUTS:
NCLES:
WELO NS'Y:
t1 /a'
11 /2'AY PURPOSE ofrffi THN
ruT FOR Mld tr lS
SPECIFISIY ruRNEHEO,
ffts onAilNG t5 ffE
PflOP$fr OF SIUNS
RFVISIONS
VOLTAGE:
MAIN:
BUS:
AIC RATING:
VOLTS, L-L
AMPS
AMPS
KAIC
24O /RULISON PP-1(NEW)PANEL:
(sEE DRAWING NOTE 1& 2)
COPPER
AMPS
200
225
1022s3 WIRENEUTRAL BUS:
ROUND BUS
CONTROL ROOM
SURFACE
LOCATION:
MOUNTING:
LOAD {VA)PHAS BREAKERBREAKERLOAD
Uo-
F
DESCRIPTIONv)
CL
0A 0BB
ahuFoz
F\z(J
uJoo-0B
rlt
o-!.jJoo-
F!Z(J
t]1[lFoz A
U
o-
F QA
DESCRIPTION
o21234,9201L2ao200AREA HEATTRACE
t246,9 o PANEL PP-4 INSTRUMENT AIR BLDG
4
2 x25
20 1 3 2 ao2WID HEATTRACE
6 15a
R NTROLBDDG OUTLETS1206502
7
2
a 820ARE
L ROOM EMERG. LIGHTSL205009a10
o CALGAS BOTTLE HEAT BLANKET206502
11
2
a 2 12 t20ARE
o K HEATTRACE12020013a2t4
o LL COMPRESSOR HEAT TRACE120200202
15 a 2 L6ARE
L RD LIGHTS15200t7a18to700
PARE12A
2
19 a 20o7ffi20BATTERY CHARGER
2L a 22o2s00 PARE602
23 a 24
2
o 2500
20CONTROLROOM HVAC
25 a 261800o SPARE2
a 28
2 40
1800
20 2
27oCONTROL ROOM HEATER
a 3020129oSUREFIRE SPARE
2 a 32
2 30
20 1 31oHEATTRACE
a 34201332oHEATTRACE SPARE
2 a 36
2 125
20 1 35oHEATTRACE
SPACEa381137SPACE
SPACEa40130L39SPACE
SPACE42114LaSPACE
1?C6gt3M952005200suB-TorALs (vA)
TOTAL CONNECTED LOAD (VA)
SUB-TOTALS (VA)
vA 157.5818649L9169TOTAL PAN EL CON N ECTED LOAD AMPS37818.m
TOTAL PANEL DEMAND LOAD I25.41 AMPS30099.40 VA
DEMAND
FACTOR LOAD
LUo-
F
CONN.
LOAD
PANEL DEMAND CALCS
630L9007U/oTOTALLIGHTING LOAD
]]m/%0M0TOTALMOTOR LOAD Exc
R 6so 7U/o 455GEN REC LOAD
o 36268 Wo 29014.4OTHER LOAD
LM 0 0125% LARGEST MOTOR LOAD
30099.437818LOAD (VA)
1) GFCI Breaker (5mA SensitivitY)
2) GFEP Breaker (30mA Sensitivity)
ot/z/"a
0d16123DAt r'
ENGIMERING SE&
smtr sotBtY ruPmsENa
MW, CLO@ED DESItr
NOTES:
1, EXsNNG RUUSON PP_I PAI WS MNUFACTURED 8Y SOUME D PNEAOffiD' CATIOG NO'
NO42L2C. 225 NPS 8US &nilC, 120/240 SINGLE PHNE
2. RUUsoN PP-l (Nfl) SOUffiE O NQ IMPUED TO Ntr MER BRffiER FOR PP-2 PNEL IA
COMPRESSOR BUIUINC ONLY, ND NOT Nfr PP-1 PNELBOffiD,
G
G
2
5
c
o
D
E
F
F
G
RU -EOg -OO5
TOLENCES WILLIAMS FIELD
RUltsoN
SERVICES _ PICF/NCE BASIN
COIvIPRESSOR STATION
PP_ 4
ELECTRICAL
PANEL SCHEDU LE
THIS ORAVJING IS THI
PROPERfl OF WLLINS
ND IS NOT TO 8E USEO FOR
NY PURPOSE ofrffi I}IN
frAT FOR WHICH IT IS
SPECIflqLLY frRNISHEO.
06/16/2J UL TH tMt NONE 12/2a/22 00iltr| w${12 - hffi [G7 cffiil NaFffi ffi
DATE BY CKREV.DESCRINIONPSFI SCHEOUE PP'1RU-EoS-@2
{O REO'D:I Ru-ros-oos
Edited 8yr LOFI.WCAfER
Jui 18, 2025 - JrJTpm WILLIAMS FIELO SERVICEEi
-PItrEANEE BASIN-
cu6:
NGLES:
WED ASS,YI
+1 /8'
t1 /2'
REVISIONSREFERENCE DRAWINGS AND INFORN,IATION
LOCATION:
MOUNTING:
GROUND BUS:
NEUTRAL BUS:
VOLTAGE:
MAIN:
BUS:
AIC RATING
VOLTS, L-L
AMPS
AMPS
KAIC
RULISON PP-4PAN EL:
(sEE DRAWTNG NOTE 1, 2)
COPPER
AMPS
r25
125
221253 WIRE
2N/720I/A COMPRESOR BLDG
SURFACE
LOAD (VA)P BREAKERBREAKERLOAD (VA)
UJo-
F
DESCRIPTIONFvU
UJJoo-
.tto-
0A 0B
lho-trtJoo-
F.:ZU
VI
UJFoz A B
rtl
tr.lFoz
t4lo-
F 0A +B
DESCRIPTION
3968 LM1a2M3968N
3968 LM
C-6508 AIR COMPRESSOR #2 MOTOR2
3 a 4
2
M 3968
40C-650A AIR COMPRESSOR #l MOTOR
L BUILDING LIGHT61202402015ao50DAMPER-01
o C-650A HEATTRACE - GFEP8I2012002017a2o50DAMPER-02
o C-6508 HEAT TRACE - GFEP210I20tzw2019oo518BUILDING FAN & LOUVER #1
o CILL. POWERa!2 t 2A 360518201LIoBUILDING FAN & LOUVER #2
oa14150013o90s
1500 o BUILDING HEATER2
a 16
2 30q)5 30 2
15o
t/A RECETVER & DISCHARGE AIR tlNE
HEATTRACE. GFEP
PACEt7a18SPACE
PACE19a20SPACE
PACE222laSPACE
PACEa2423SPACE
70286908sMl5MT
DEMAND
LOAD
tfto-
F
CONN
LOAD FACTORPANEL DEMAND CALCS
L 240LIGHTING LOAD 8U/o
too%
L92
7936M7936Exc Largest)MOTOR LOAD
0 LOO%0RGEN REC LOAD
8705 LAO%8706oOTHER LOAD
7936 9920LM125% LARGEST MOTOR LOAD
12349 12469
111.48
267s424818LOAD (VA)
NO
suB-TorALs (vA)
LO3.4r
suB-TorALs (vA)
TOTAL CONNECTED LOAD (VA):AMPS
AMPS
24818.00 VA
26754.W VA
TOTAL PANEL CONNECTED LOAD:
TOTAL PANEL DEMAND LOAD:
1) GFCI Breaker (5mA SensitivitY)
2) GFEP Breaker (30mA Sensitivity)
1. This panelboard will be provided by Blackhawk Equipment Corporation as part of l/A Building Skid fabrication
nt Prote Sens2. Electrical Contractorto install 30A e circuit breaker utckt#13&with 30mA GFEP und Fault
NOTES:
I. IHIS PANELBOARO vlILL 8E PROVIOEO BY BLACKHAWK EOUIPMENT CORPORATION AS PART OF I/A
BUII,DING SKIO FASRICANON.
2, ELECTRICAL CONIRACTOR TO INSTATL JOA z_POLE CIRCUII EREAXER (CKI' #1J & 15) W{TH
30mA GFEF (6ROUN0 FAULT EOUIPMENT PRoTECToR) S€NSlTlVlfi.
G
76 10
B
RU-E1 0-00 1
TOLENCES WIIIAMS FITLD SERVICES _ PICLANCE BASIN
RULISON COMPRESSOR STATION
JK
JK
5 ilocl 201452 - ffil PIG UUNCHER
OilWiNG NUMEER UPOAE
08/06/1J JKlMOCI IJ]I66 - AS-BIILT UPilTE
MOCI 13J065 - AS-BUTLT
NE:
ELECTRICAL
ONE LINE DIAGRAM2
ffrs 0MWNG ts ftE
PROPM OF 9IUNS
SO IS NOT ro 8E USEO FOR
AY PURPOSE ofrffi frff
MT FOR ffiIfr tr IS
SPECIHruY fUflNISHEO.
JK
JX
NTS t2/D6/11
JNIT NOI t*-;UL TH DEN06/16/2J6tfi, ffi${rz - Affi K r C{tffi - 6SD mffImRU-EL-IOOOD DilflNG NUil8ER
DATE EY CKoESCRrfllON5E, tNC.RU -E1 0-00 1
Editd &: LoRl.Ncffi
Jun lJ. 202J _ Io:J4dm WILLI,A.MS FIELO SERVICES
-PIGEANtrE B,A.SIN-
!1 /2'
cws:
NCLES:
WELO ASS,T
RFVISIONS
2OOA MAIN
PP-1
PANELBOARD
42 CKT
SENS 24V
BATTERY
CHARGER
20A
t\4
PLC PANEL
24V FUSED
PLC UO
GD
FD
ROC 107
E-NET HUB
ESD
H20
RADIO
INDUSTRIAL PC
PANEL
7OA MAIN BREAKER
,16'PIG LAUNCHER
AIR COMPRESSOR
BUILDING PANEL
BAfiERY EANK
300I'/hr
INVERTER
120V,14
15A
NO NIAIN BREAKER
PP-o (WMB-1)
PANELBOARD
20 CKT
TO RU-E09-00'1
1OA BREAKER
16" PIG LAUNCHER
PLC CABINET
lOOA IMAIN
24CKI
TO
PP-2
PANELBOARD
lOOA [/AIN
RULISON KCI PP.3
PANELBOARD
12CKI
REFER TO RU.EL-063
240/120VAC
125A MAIN
24-CtRCUTT
REFER TO
RU-E09-005
FOR PANEL
SCHEDULE
AIR COMPRESSOR BUILDING
1-1t2',C
PP.4
UTILITY POWER
(xcEL)
CONTROL BUILDING
FUTURE
T-1
UTILITY POWER PLC PANEL
WI\18 POWER
ffiKV A, 1201240V , 1a
LOCATED |rn^^*'?tiE
loidb'o'*uc'
-l
_l
DISCONN:CI
24VDC+
24VDC-
-l
I
I
I
I
I
2OOA, 3.POLE
DOUBLE THROW
TRANSFER
SWITCH
24VDC
LOCATED
AT POWER METER GENEMIOR
120/240VAC, 19. 60HZ
20 KW
POLE
____J 30A
DISCONNECT
swtTcHXCEL3-1/C
WMB
LOCATED
AT POWER
POLE
FU-37 )
GC SAIVIPLE TUBE
HEAT TMCE
PANELBOARD IS LOCATED AT
RULISON KCI CO[4PRESSOR STATION
PLANT EAST SIDE OF THE
COMPRESSOR BUILDING
SEE NOTE 1
SEE NOTE '1
ENGIMERING SW
Sru! SOEf,Y EPreSENT
MW, CLO@ED DESIGN
NOTESI
o6/a/@t
06116123oAl e'
1, PP,2SDPP3Yr'ERE NO]INSTALLEOASPARTOFTH1S
PROJECT. SNOWN HERE FOR DmUMENTATION.
c
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RU-E1 5-Ol 0
T0[wcts WILL|AMS FTELD SERV|CES - ptcEANcE BASIN
RULISON COI/PRESSOR STATION
rLE:
ELECTRICAL
CABLE SCHEDULE
PROPffi OF f,lUNS
ilD IS NOI TO 8€ USED FOR
NY PURPOSE ofrffi ffN
rur FoR ffitd tr ls
SPECIFStrY ruRN$HEO.
LML NONE 02/06/23 oilLfr0ffilwtill? - Affi ffi7mffi -EilDltrcffi
OATE c(oEscRlntoN loFl RU-E13-0',t0
WILLIAMS FIELD SERVItrES
-PItrEANtrE BAE;IN-
dTs:
NCLS:
WELo Ns'Yl
+1 /A'
t1 /2'
Editd 8v: toRl.WcAffi
Jun l€,'202J - J:$pm
'RFNCF DRAWINGS ANN INFORMATION
C€LE END
MROX.
CE!E
LENSIH
Itr.)
pPROX.
CONDUIT
LENgTH
tFt.)
C€LEC&IE SOURCE CELE DESCflPTPN TFR. PRT NO.o.D.COMMENTS
FEV CELENUHAER rcLTreE (ln)
NO
OESCRIPTION EQUIP.DESCRIPTPNEOUIP.
POWER AND CONTROL
0 P-PP1-24 120n40v4(RULSON MAIN PP.1 PANELBOARD, i25A CIRCUT BRilKERCKTf2 &
M LMA]ED N CNROL RMM
PP4 (BUCKHAW
FURNISHEO PANELBOARD)12O24OVAC PP{ LGATEO N MRUilEMARAULDIre 95 s XHHW2600V,(3)1rc flO{1} lrc ffi
GND IN 1.12RGS
OKONITEME HHW2 MV F)
il21 W{1) I123r-3271 GND OR
112-31-
EOUALS
3 {0.46") + I
1o.27'l
SE RMD UNDERGRdND BENTGEN THE CMO ROOiT
THE NEW IISTRWEM AIR BUlLDl.lG
0 (tr1.2)V45OARtrCEVER M 12An4NAC 1 2O24OVAC PP4, 3OA CNCUtr B REAKER CKT #1 3, *1 5 LMATEO N
NSTRUMENTAR BUILDING.AR RECEMER HEATTRACE
HEATTMCECOMPdEM
MC
HEAT RCE COMPONENTAMBEtr SENSre THERMGTATCMOB m XHHW2 mov,(3)1rc ilo(1) 10 #10
GND IN 1'RS
oKoNm mE XHHW-2 6mV (3) W41rc)
112-31315r (BLK)W(1C) 1123',1-3153
(RED)W{trc) r t2-31-3152 (W{DAND
(lrc) 112-31-31 g (GRN) 6D ffi EAALS
4 (0.18.)+ I
(0.10')
CNDUITTO BF RMED FROM PP3 PNELBOARD I'ISDE VA BLDGTO
HEATRCECNPdEM
NOTES:
1. SHOWN C€LE LilCIHS ARE EilMAEO ND sflU BE WRINEO BY INSIUR IN HED.
CffitrS SHIL NOT EE OROffiED PRE-CI 10 SHOWN LENMS,
o6/a/NB
0d16123DAI E-
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MW, Cf,ODED DESIGN
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BASE SPACERS (in)
SIZE'c D
INTERMEoATE SPAcERS (in)
SZE'c D
CONTROL
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1',C. (2) CAT{ CABLES (J8$oA)
2',C. (1) WC*r6, (1)8 PR#18 SHLD, {2) PR*18 SILD (Je900A)
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ACCESSROAD
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.FIRST SIZE INDICATES TMOE SIZE OF DUCT,
SECOND NUMBER INDICATES SEPAMTION BEMEEN CONDUtrSOR DUCTS
TYPICAL DUCT BANK DETAIL
\:\
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s
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5
06i 16123DAIE'
REVISIONSDRAWING STATUS REFERENCE DRAWINGSNOTES
BYI APPROVED BY:DMWING TITLE
4
3 01t2g15 DT
GARFIELD
1. CONDUITS BELOW GMDE (BURIED). NON VEHICIURTMFFIC MUST BE INSTALLEOWtrH RIGIO GALVANZEO (HOT
DIPPED) STEELCONOUIT (RGSC), ANO MUST BEA MINIMUM OF 24 INCHES BEIOW GMDE. A MYW MRKING TfE
]NDICATING DANGER ELECTRIC LINE EURIED EELOW TO 8E PUCED IN THE CONDUNTRENCH 6 INCHES BELOW
GMDE (REFERTOWILLIAMS SPECIFICATION M 05OOE. ELECRICAI STANDARD FOR DESIGN OF ONSHORE PUNIS.
STATIONS, & ERMIMTS,ND WLLAMS SPECIFICATION 26 05 MC 'ELECTRICAL INSTALUTION),8 LML
DRAWN BY: OEN
WILLIAMS FIELD SERVICES - PICEANCE BASIN
RULISON WEST COMPRESSOR STATION
ELECTRICAL CONDUIT
PLOT PNN
7 JK
APPROVED
NUMBER:RU-E14-0016JK
GC
I
(NorE 1) 1'C
ilc #14 (C.XS650A)
1/C #14 (C-XSSsoB)
ilc #14 (C-M-650A)
ilc #14 (C.n.6508f
1/C#14 (C.n6r0A)
ilc f 14 (c.n.6708)
t2l
t2)
l2t
t2)
t2'l
t2t
NEW
COMPRESSOR
BUILDING
OF B
_.wEnc
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E0+50!0',,'.
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E 1.+5010',
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E a+50r0". .'.
NOTEST
ALL GROUNDING SHALL BE INSTALLED ACCORDING TO THE
GROUNDING PLANS, THE ELECTRICAL DETAILS, AND WLLIAMS
GROUNDING SYSTEIT,IS DESIGN SPECIFICATIONS. THE GR0UNDING
AND BONDING SYSTEI,I SHALL COMPLY WTH NEC 250 AND
INSTALLED ACCORDING TO RECOGNIZED INDUSTRY STANDARDS.
THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL
BELOW GRADE AND AEOVE GRADE COMPONENTS AND
TERMINATIONS.
2. DUE TO TNE UNIQUE PHYSICAL STRUCTURE OF ]HE SITE AND THL
ASSOCIATED EQUIPI\,1ENT, PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL FIELO COORDINATE ALL UNDERGROUND WORK,
THE ROUTING OF THE UNDERGROUND GROUNDING/BONDING
COUNTERPOISE AND CONDUCTORS. THE DEPTH OF THE
CONDUCTORS, THE PIPERACK/STRUCTURE PENETRAIIONS, AND
IHE FINAL EQUIPI/ENT LOCATION AND CONNECTIONS TO AVOID
FIELD CONFLICTS AND CONFLICTS WiH OTHER TRADES. REFER TO
]HE CIVIL STRUCTURAL, AND VENDOR DRAWNGS FOR ADDITIONAL
INFORMATION,
GROUND CABLE TO EQUIPMENT, SUPPORTS, ANO STEEL SHALL BE *
GREEN INSULATED, OF SIZE NOTED ON ORAWNGS.
4. ALL CROUNDING CONDUCTORS SHALL BE STRANDED COPPER WTH
GREEN 6OOV USE RHH_RHW RATED XHHW (XLPE) INSULATION.
5. GRoUND RoDS SHALL BE 5/8" DTAMETER X B-FT LONG, HOT
DIPPED GALVANIZED STEEL, AND SHALL BE INSTALLED WTH A
MINII/UM OF 2 FT OF LENGTH BELOW IHE FROST LINE.
6. BEFORE INSTALLATION OF CONNECTORS, ALL CONTACT SURFACES
ARE TO BE CLEANED AND WRE BRUSHED. AFTER BRUSHING,
APPLY ,,OPENER A'' (BURNDY OR EOUAL) TO ALL CONTACT
SURFACES, MANUFACTURER,S INSTALLATION RECOMMENDATIONS
ARE TO BE FOLLOV/ED.
7. ALL MilAL RACEWAYS & NON CURRENT_CARRYING I/FTAL PARTS
OF FIXED OR PORTABLE EQUIPMENT, REGARDLESS OF VOLTAGE,
SHALL BE GROUNOED BY AN INSULATEO COPPER CONDUCTOR,
10. I\,IAXIMUM EARTH COUPLING IMPEDANCE IS TO BE 5 OHMS OR
LFSS.
16. THE ELECTRICAL CONTRACTOR SHALI PFRFORM CONDIJCTIVIry
TESTS ON ALL FITTINGS, COUPLINGS, TERMINATIONS, AND BONDS
PRIOR TO COI,IPLilING BACKFILL. ALL UNDERGROUNO
CONNECTIONS SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE PRIOR TO EACKFILL.
]7. AT THE COMPLITION OF THE PROJECT, THE ELECTRICAL
CONTRACTOR SHALL PERFORM FOR[,4A1 ELECTRICAL CONDUCTIVITY
TESTS, RECORO 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. GROUND RODS SHALL BE ORIVEN BY HAND OR 8Y A POWER
DRIVER TO A DEPTH TOP OF ROD 18,, BELOW FINISHEO GRADE.
LOCATE THE GROUND RODS AT THE STRUCTURE'S CORNERS,
COORDINATE THE FINAL PLACEMENT OF THE GROUND RODS TO
\ AVOID CONFLICTS WITH THf IOOTING,
19. ALL GROUNDING AND BONDING CONDUCTORS SHALL BE ROUTED
AND PROTECTED TO AVOID ANY PHYSICAL DAMAGE. ALL ROUND
RINGS AROUND PIPERACKS, STRUCTURES, TANKS, OR EQUIPMENT
SHALL BE PERMITTED TO 8E INSTALLED IN BACKFILL FOR COLUMN
FOOTINGS AND FOUNDATJONS WALLS. THE GROUND LOOPS SHALL
BE PLACED AT A MINIMUM OF Jo-INCHES FROM THE OUTSIDE
BUILDING WALLS. THE GROUND RING SHALL BE INSTALLED WITH
SUFFICIENT SLACK 50 THAT IilOVEMENT DUE TO BACKFILLING OR
SOIL MOVEMENT WILL NOT STRESS CABIF,
11. BEND IN ABOVE GRADE GROUNDING CONDUCTOR MUST BE ROUTED
WITHOUT SHARP EENDS OR 90 DEG, ANGLES, ANO MUST BE
APPROPRIATELY PROTECTED FRO[,{ PHYSICAL DAMAGE USING PVC
CONDUITS WHERE NEEDED, SUCH AS WHERE EMERGING FROM
BELOW_GRADE.
8. GROUNDING CONDUCTOR STUB-UPS THROUGH CONCRETE SHALL
BE ENCASED IN PVC SCHEDULE 80 CONDUIT.
THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH ALL
GROUNDING MATERIALS SHOWN, AND NOT SHOWN ON THIS
DRAWING, INCLUDING GROUND CONDUCTORS, GROUND RODS, PVC
SCHIDUIf BO CONDUIT AND MISCELLANEOUS MAIERIALS RFOUIRED T
IO COMPLNT IHt INSIALLATION IN ACCORDANCE WNH IHL LAIIST \ .
VERSION OF THE NATIONAL ELECTRIC CODE NEC 250. \
REFERENCE DRAWINGS RU-E22-O1O THRU RU_E22_012 FOR ALL \GROUNDING DTTAILS.
CoNTRACTOR T0 LoCATE EXtSTING GRoUND GRtD (GRoUND|NG
ELECTRODE) IN AREA WHEREVER APPLICABLE AND TIE TO NEW
GROUNDING SYSTEN{.
15. CONTRACTOR TO \IRIFY ALL ON,SKID CONDUCIIVE EQUIPMENT, IF . .-
AVAILABLE, IS BONDED TO SKID STRUCTURE.
'.12.
:
:
:
-r14.
3.
9. CONNECTIONS FOR TAP CONOUCTORS SHALL BE MADE UTILIZING
BURNDY HYGROUND COMPRESSION CONNECTOR SYSTE[,4 INCLUDING
THE Ei\,{BOSSED COMPRESSION OUTPUT FORCE NUMBER 0R EQUAL.
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GROUNDING CONNECTION
GROUND TEST WELL
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06116123DA.TE:
NOTES DRAWING STATUS REFERENCE DRAWINGS REVISIONS
DMWING NUMAER DMWING TITLE REV:DRAWN BY:DATE REVISED:CHECKED BY:APPROVED BY:
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& LUBE OIL TANK RE
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ELECTRICAL GROUNDING
PLOT PGN
UPDATE REVISION:6 APPRUVED AY: I UAIE:
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MOC# 192428. CONDENSATE TANK REMOVAL5 1oF1 B
RU,E22-OO2
TOLEWCES WI LIAMS FIELD SERVICES . PICEANCE BASIN
RUI SION COI\,,IPRESSOR STATION
ELECTRICAL AREA PLAN
IA COMPRESSOR BUILDING GROUNDING
trLE;
ENLARGED VIEW
THIS DMUNG IS THE
PROPERTY OF WILUAI,IS
AND IS NOT TO BE USEO FOF
NY PURPOSE OTHER THN
ffAT FOR WHICH IT IS
SPECIFICALIY FURNISHED,
006/16/23 LML TH LML 3/4":1'-o"04/03/230loct uHc2J61t2 - h srffil ffc 7 csMmm - l$ljt! ffi m{flRrn0llOID OMWNG NIJMBEN
DATE EYRry,DESCRIPTION]RIGiNAL DRAWINGS 8Y
wtsNUvEU Er
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Rt-E22-OO2roFl
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ANGLES:
WEU ASS'Y:
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Edited Byr toRl.NCffiR
Jun lJ,2023 - 10rJ6om WILLIAMS FIELD SERVItrEEi
-PItrEANCE EtAEiIN.
GS AN
GAoO6I/c LEGEND AND SYMBOLS
SYI/BOL DESCRIPTION
I
a
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GROUND ROD
FOUNDATION RIBAR
GROUNDING CONNECTION
GROUND TEST WELL
CONNECTION AT THE EQUIPMENT
CONNECTION AT THE GROUND GRID
GROUND CAELE, BELOW
DRAWING LIMITS. NO MATGH DWG.GROUND
COPPER
#4/0
WITH
STRANDED
6OOV GREENrICROSS-LINK POLYETHYLENE
(XIPE OR XHHW) INSULATION
GROUND CABLE, ABOVE
GROUND #2/O STRANDED
COPPER WITH 6OOV GREEN
CROSS_UNK POLYETHYLENE
(XLPE OR XHHW) IN5ULATION
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THIS DE TAIL V'AS TMEN FROM WILLIAMS DMWNG SD-822_001, DETAIL ,'1''
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GROUN[]INC RESISTAIT TEST
CL}IIP LOOP AITACHMEI{T
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OR EQUAI
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FOfi GROUNDING
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sEE D[rAlL 'C5'
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/ (DI{c.RU-E22oot)
I FGEND SYMBOL:
GROUND ROD TEST WELL DETAIL
NIS
NOT USED
NIS
NOTE:
THIS DETAIL WAS TAKEN FROM WLUAMS DRAWNG SD_E22-001, OETAIL
,,5'
\
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(BURNOY Y6LR2SC58IN OR TqUAT)
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TIN PI,ATEO
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(sEE LECEN0 & SYITE0LS)
GENERAL NO]ES
III BELOW OMDE NON-GATVA}IIZEO STIIT OR
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LIGEND SYMEOL:a
GROUND ROD IRREVERSIBLE
COMPRESSION FITTING DETAIL
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NOT USED
NTS
NoTEr
THIS OETAIL WAS TAXEN FROM WILUAMS DMWING SO_E22_001, DETAIL ''5"
\-.
>-
GROUNDING IIICTRODE-
sYs'r6is (sEE NorE 2)
IRREVEFSISLI COI1PRESSION
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OR EQUAI.
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\
TAP
BURNDY''YGHC_C,' CONNECTOR OR EQUAL
4/O rO 4/O YGHC2SC29
4/O rO t/O
4/O rO #2 \GHCZgCZ
1/O rO 1/O
1 /o ro tl2 YGHC26C2
LEGEND SYMBOL: I
ABOVE AND BELOW GRADE IRREVERSIBLE
GOMPRESSION FITTING GONNEGTION DETAIL
NIS
NOTE:
THIS DETAL WAs TAKEN FROM WLUAMS DMWING SO-E22.O02, DETAIL "12,.
BURNOY YCF29_2I{
GROUNOINC PLAIE
IF REQUIRID, ENIND TO
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BURNOY YCHA
COltPRESSION
TmuM[s
(0R EQUAL)
CONCREIE OMITITD
FOR CHIIY
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& LocK lvAsHtxs
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GENERAI NOIES
(srE LEcEfiD a wm6) LEGEND SYMBOL,
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OF CONCNEE FOUNDATION AT A I,]INIMUIJ OF TV/O
LocATr0Ns lvllH c0N0ufT cllllPs
NOT USED FOUNDATION REBAR DETAIL
NTSNTS
NOT USED
NTS
NOTES REFERENCE DRAWINGS
DATE:
WILLIAMS FIELD SERVICES - PICEANCE BASIN
RULISON COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
GROUND ROD & WIRE CONNECTIONS
(SHEET 1 OF 3)
WILLIAMS
DWG. ID wtLllAtvrs DWG lD (DOC. NO.)
DMWING NI BFR DffiWINU II I
ilPICAL ELECTRICAL GROUNDING DETAILS GROUND ROD &WIRE CONNECTIONS
WPICAL ELECTRICAL GROUNDING DETAILS BUILDING & FENCE
0 7
DRAWN BY:
REVISIONS
CHECKED BY:APPROVED BY:
ENGINEER:
DRAWING SCALET NONE
DATE:
BSEE
DATE [ffi[$! nu-ezz-oto 0
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NOTE:
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urclosuRE 0R cMtN[t
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usfl ilcK
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LEGEN0 SYMBOL: !
GABINET OR ENGLOSURE RACK MOUNTED
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EG. PLC OR REMOTE I/O PANEL
MS
NOT USED
NTS
TO
GROUND
GRIO PER
PLANGENERAL NOJES
#10 AWG FoR J,/4" C0NDUIT
#E AWG FoR 1" C0NDU|T
#6 AWG FoR
#2 AWG FoR
1-rl2" C0N0Urr
3"&4"
GENEML NOTES
' JUNCTI0N BOX CONDUIT ANO FITTINGS SHo$/l\
DIAGRAMMATICALLY AND SHOULO NOT BE USEO FOR
c0NsTRucTt0N.
LEGEND SYI,/BOL: I
TYPIGAL JUNCTION BOX GONDUIT GROUNDING
NTS
OPEN VIIW OF
JUNCTION BOX
MYERS SCRU_IIIE GROUNDING HUB
OR APPROVED EQUAL
(2" AND 4" TYP.)
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 N/ETAL UNDER SERVIT POST TO BARE IV1ETAL FOR
CONTINUlry.
3. WHEN THICKNESS OF IVETAL BEING TAPPED PERtilITS - LOCK WASHER AND/OR NUT ON
BACKSIDE SHALL BE USED.
4, AFTER INSTALLATION CONTRACTOR SHALL ALSO PRIMER AND PAINT EXPOSED METAL,
5. ALL PARTS ARE "OR EQUAL,'.
BILL OF MATTRIAL
ITTM OTY DESCRIPTION PART NO.
GROUND CLAI\,IP I/ICHANICAL GROUND, SERVIT POST BURNDY #K2C-76
2 A/R GROUND WRI, GRID TAP #2 COPPER GREEN
INSULATED
LEGEND SYMBOL: I
JUNGTION BOX GROUNDING
NTS
BURNOY YCHA
2"
FIELO WELD n
r
t/4' nrcK cARSoN $EEL PurE DRILL & TAP FOR APPROVED SIZE LUG
OF LISTED COMPRESSION DryICE
2"EURNDY YGHA
FIELO WELD n I
EAUIPMENT
ORILL & TN FOR APPROVED SIZE LUG
OF LISTEO COMPRESSION DryICE
FOR UsE WIft LUG ryPE
CONNECTOR AURNOY YSHA
ALERNATE HOLE PAfrERN
EQUIPMENT GROUNDING LUG
NTS
NOTES REFERENCE DRAWINGS
Wittffis,ev
WILLIAMS FIELD SERVICES - PICEANCE BASIN
RULISON COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
ELECTRICAL EQUIPMENT
(SHEET 2 OF 3)
WILLIAIV]S WTLL|AMS DWG rD (DOC. NO.)REVISIONI
DWG. ID
0
WPICAL ELECTRICAL GROUNDING DETAILS ELECTRICAL EOUIPMEN']
SD-E22-O05 Rev fiPICAL ELECTRICAL GROUNDING DETAILS ELECTRICAL EAUIPMEN]
0
DATE:
DATE
REVISIONS
BSEE
DATE [ffi{S9 nu-rzz-ot t
NOT USED
NTS
NOT USED
NTS
WALL OF TANK, EQUIPIIIENT,
ORVESSEL
ANCHOR BOLT COMPRESSION CABLE LUG
EQUIPMENT
GROUND LUG OR
#ZO COPPER
GROUNO CONDUCTOR
BASEANCHOR
6' MtN.
(150mm)
CONCRETE
BASE
ONE.HOtE CONOUIT
STMP{2 REO',D)
FINAL
1'(25mn)
RIGID PVC
CONOUITSLEEVE
(SEE GENEML NOTES BELOW
CONNECTTO
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GENERAL NOTES
LEGEND SYM8OL: !
SECURE I' PVC SCHIDUII 10 CONDUIT TO VTX1ICAL SIDE
OF CONCRIIT FOUNDA1ION AI A MINIMUil OT TWO
LocATloNs tvtlH coNDUlT ctal4Ps
VERTIGAL VESSEL GROUNDING DETAIL
NTS
NOTE:
THIS DETAIL WAS TAKEN FROM WLLIAMS DMWING SO.E22-005, DETAIL 'J7''
clDlYtl'O T0 sKlo FRtrlE 0N vlt3
OR 8OND TO S.S. NilA 2 HOLE PAD
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MRDtIiAfiE OR ORILL AND INSIALL
8URNOY XC288I SERVI POST
PVC SCHE0ULE 10
CONOUIT ATTACHTO
TO FOUNU1ION
(SEE NOIE 6)
=t_
sYsfttJs
(sEE TEGEND & sYnBoLS)
LEGEND SYMBOL: I
SKID FRAME GROUNDING DETAIL
NTS
NTS
NOT USED NOT USED NOT USED
NTSNTS
NOT USED
NTS
NOTES REFERENCE DRAWINGS
Wittffis,gv
WILLIAMS FIELD SERVICES - PICEANCE BASIN
RULISON COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
VESSELS AND STRUCTURES
(SHEET 3 OF 3)
DMWING NUM DMWINU II I
SD.E22-OU5 R TYPICAL ELECTRICAL GROUNDING OETAILS ELECTRICAL EOUIPMENI
SD-E22-006 R€flPICAL ELECTRICAL GROUNDING DETAILS VESSELS AND STRUCTURES
coUNTY/PARISHT GARFIELD STATE: COLORADO
ISSUED DRAWN DATE:
0 LML TH
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REV:DMWING TITLE
COtrNry/PARISH: GARFIELD I STATE: COLOMDO
DATE:03/05/23
WILLIAMS FIELD SERVICES - PICEANCE BASIN
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ELECTRICAL AREA
HEAT TRACE KEY PLAN
REVISIONIflffi[$9 nu-ez+-oro
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APPROVEDBY: I DATE:
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= AMC-1H AMBIENT SENSINC
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@
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SIUCATE PIPE INSUTATION, IF OTHER MATERIAL IS USEO PLTASE
INFORM ENGINEER A5 HEAT TRACE SITL OF MATTRIAL MAY BE
DIFFERENT.
NOTE 1 2,4 2. VESSEL HEAT TMCE INSAIIATION MUST 8E FOTLOWED CALCIUM
SIUCAIE INSULATION AND INSIALLED AI A MINIMUM LOWER HAf
OF WSSEL HRGffi.
3. HTAT TMCE FOR INSIRUMENT AIR RECEIVER MUST CONTINUE
{RAPPTNC FXoM THE LoWER HALF 0F VESSEL DoWN T0 1/2"
DRAIN UNE NO AIl- THE WAY BACK TO THE EUIIJING WATI.
4. REFER TO WILUAIJS SPECIflCANONS 4O 42 O6C FOR HOT
INSUTATION CONSTRUffiON SPECIFICANON ND 40 42 O6E FOR
HOT SERVICE INSULATION ENGINEERING SPECIRCATION.
5. AIR RECEIWR SKItr HIOOEN FOR CWIil.
REFERENGE p!4!!4NGs:
RU.E24.OIO _ HSI RCE Kry PTil
RU.E24_OI1 . IA COMPRESSOR SUIIOING HEAT IRACI PLAI
RU'E24.013 _ HEAT TRACE SCHEDULES
RU_EJ2_OO] _ HEAT TRACE DETAILS
RU_EJ2_OOz _ HTAT TRACE DETAiLS
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TOLERANCES WILLIAMS FIELD SERVICES - PICEANCE BASIN
RUI ISON COMPRESSOR STATION
ELECTRICAL AREA PLAN
IA COI/PRESSOR BUILDING HEAT TRACE PLAN
THIS DRAWJNG IS THE
PROPERI/ OF WIIIA,T,IS
AND 15 NOT TO 8E USED FON
ANY PURPOSE OTHER THN
THAT TOR WHICH IT IS
SPECIFICALLY FURNISHED.
tocJ l]tic2J6{12 - tA sfiul K6 7 c0Mfir0r - tssum Fffi c0lislRJclloil 06/ 16/23 LML lHOLD DRAWING NUMEER 0 0LML3/4"=1'-O"o4/o4/23
REV.DESCRIPTION DATF BY CK]RIGINAL DRAWNGS BY WILLIAMEi FIELD SERVItrES
-PItrEANtrE BAsiIN.10F 1 RU-F24-O 1 1RFVISIONS
WEIJ AsS'Y:
C[Sl
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*.1 /2"
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Edited Bv: LORI.NCASER
Jun lJ,'2023 - l0:J7om
REFERENCE DRAWINGS AND INFORMATION
c600er/c
I
DRAWING LIMITS - NO MATGH DWG.r -t HEAT TRACE LEGEND
= AMC_1H AMEIINT SENSING
THERMOSTAT
@ = POWER CONNECTION KIT
MULTIPLE CIRCUIT
= UCHIED END SEAL
= ELECTRIC HEAT TFACE
= CAEIE TA6
--+
= HOMERUN TO
POWER SUEPNEL
= CONTINUES TOIFROM
TOCAL DEV]CEIEQUIPMENT
TO PP_4
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RU_EJ2.OO2 IHIS DRAWNG SCAI'ET NIS
NOTES:
HEAT TRACE OESICN A}lD CALCUL.ATIONS A8E BASED ON CALCIUM
SIUCATE PIPE INSULATION. IF OTHER MATERIAL IS USED PLEASE
INFORM ENGINEER AS HEAT TRACE EILL OF MATERIAL MAY BE
OIFFERENI,
NOTE I 2,4 2, VESSEL H'AT TMCE IN$ALUIION MU$ 8E FOIOWEO CALCIUM
SIUCATE INSULATION A}lD INSTALI.ED AT A MINIMUM LOWER HAIf
OF VESSEL HEICHT.
], HEAT TMCE FOR INSTRUMEM AIR RECEIVER MUST CONTINUE
I{RAPPINC FROM THE LOWER HAIf OF VESSEL OOWN 'TO 1/2"
ORTIN UNE ND ALL THE WAY SACK TO THE SUIIOINC WALL.
4. REFIR TO \{ILUAI{S SPECIflCANONS 10 42 O6C FOR HOT
tNsuLAltoN coNsrRuclloN spEcrncAnoN ANo 40 42 06E FoR
HOT SERVICE INSULATION ENGINEERING SPECIFICATION.
5, AIR RECEIVER SKIRT HIOOEN FOR CLAFITI
REFERENCE DRAUIINGS:
RU-E24-010
RU-E24*01 1
RU-E24-O1J
RU_EJ2_OOI
RU_EJ2_OO2
HEAT IRACE KE/ PLAN
IA COMPRESSOR BUITDING HEAT TMCE PLAN
HEAT TRACE SCHEOULES
HEAT TMCE DETAILS
HST TMCE OETAILS
/'B-\ SEGTION
frIS OMWiNG SCALI: NE
NOF 5
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DRAWING LIMITS - NO MATGH DWG.
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TOLffiCES WLLIAMS FIELD SERVICES _ PICFANCE BASIN
RULISON COI/PRESSOR STATION
ELECTRICAL
HEAT TRACE SCHEDULES
flIS DfiAWNG IS 'IHE
PROPEffi OF WILUNS
ND IS NOT TO BE USEO FOR
NY PURPOSE OftM frN
ilAT FOR WHICH II IS
SP€CIflruLY ruRNISHEO.
D6/16/23 UL ff LML NONE 01 /23/23 00ncl ffisilz - nffir Ec 7 Mil - ND Fm ffiOLO DilWIilG NUMBER
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CUTSI
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Editd 8y: LoRl.WcffR
Jun lJ,202J - ]o:lftm
wiiliffisev
t^r'ILLIAME; FIELD EiERVICEEi
-PItrEANtrE EASIN-
RI\,iATION
PROEfrION
CONN€CNON KIT FI RIJNS ITOTATFOOTAGE
il 7arr1-arRorsrRrBfrroN UNE I ml l3sTV2-cI llx
il 6AS tBM-lmA) AAOVE lx 4l]D.I/A RECEIVER I m2 lilorvR2-cr
CURRENT
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SND
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0LASS 1, DtV 2
/fi\ END SEAL KIT W/LED SIGNAL LIGHT
3 TII'IES LENGTH 0F SHoE
HEANNG CMLE SUPPORI SHOE ctass TpE (mrcAl)
BOTTOM VIEW
PIPE SUPPORT INSTALLATION
MflHOD.
PIPE
ts0f,{fIRtc
NTS
IMPORTANT
THEDflAILBELOW SHOWS
TYPICAL PIPE SHOE SUPPORT INSTALLATION
RECOMMENDED LOOP LENGTH FOR PIPE SHOES: 9X LENGTH OF SHOE
SINGLE ENTRY POWER TERMINATION KIT
CINtrUIT (IY OTHERS)
JUNCTION EOX
SERVICE LOOP
RU*EJ2_OO 1
!RAIN
STAND
CABLE
JBS_1OO_A POWER KIT
NTS
CLASS 1. DIV 2
15 "(NoMTNAL)45" (N0MTNAL)
TING CABLE
(N0MTNAL)
HFANNC ffiLE
(ftPrc[)
GUSS TepE(fiPrc[)
NTS
ryPICAL PLACEMENT OT
J2 INCHES(ilPrc[)
INSULATION
(cOMPRESSiBLE
OR GROOVED
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STEEL
PIPE
STEEL
PIPE
STEEL
PIPE
HEATING
CASIT
RECoMMEN0E0 L00P LENGTH FOR RINGE: 2X PIPE DIA
/iL\ TYPICAL TLANGE INSTALLATION
GI-ASS TAPE
(ftPrcAL)
PIPE
NTSTHIS DV6
SEIf REGULA]ING
HEATING CABI
HilNNG CAIIE
ffERMAL INSULATION
LBOW INSTALLATION
PIPE
ryP
NTS
GNS TAPE
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R INSTALLATIONTYPICAL VAL REGU
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HEATTR
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FoR > 12"= DIAMEIER)
HIATER
UTILIZ[ ALUMINUM TAPE, FULL COVERAGE
VHERE
ADDITIONAL HEAT TRANSFER IS REOUIRED
SEE DESIGN ISOMETRIC
FOR SPECIFIC HEATING
CABI,E LENGTH NEEDED
J-4 FEET
DIAMETER
910 HFAT TRACE
CONTROLIIR
S2O HEAT TMCE
CONTROLLER
06116123DAlE:
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-
CONDUIT SEALcoNOUlT SEAL
-
TRUCK NOZZII
ryPICAL SPLIC INSTALLATIONINSTALLATIONTYPICAL HEAT TRACE CONTROLLER
$/a1/23
(fiPror)(TYPTcAL)
(fiPrcAL)
LOOP
NTSNTSNTS
T0fficEs
NONE
DESCRIPTION
o
CI-ASS 1. DIV 2
ryPICAL TRUCK CONNECTION INSTATLATION
nfrf ffi$ilz - hffi trG?cffiil - ND Ftrflffi s6/16/23 UL
BY
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CK
HATER
RU- E32-00',l
(flPrcAL)
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C0NOU|T SEAL
(r/PrcAL)
LML
10F2
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ORIGINI DilHNm EY
-
DtscoNNEcT swlTcH
(TYPTCAL)
cus:
NC[S:
WEL0 6S'Yl
WILLIAMSi FIELD EiERVItrES
-PItrEANGE BASiIN-
END SEAL CONNECTION
SFF DflAIL 14 FOR C!01 CONNESIIONS
NOTES;
CONDUI SEALS REOUIRED FOR
NON_FACTORY SEATED DISCONNICT
swllcH.
CONDUII SEAIS NOT REAUIRED FOR
9ro/920 HEAT TRACE CoNTRoUR.
SERVICES _ PICEANCE BASIN
COMPRESSOR STATION
ELECTRICAL
HEAT TRACE DFTAILS _ SHEET 1 OF 2
frIS ORAWING IS THE
PROPERil OF WLLIAMS
AND IS NOT TO BE USEO
FOR NY PURPOSE
OTHER THAN frAT FOR
WHICH IT IS SPECIFISLLY
ruRNISHED.
il /a"
a1 /2"
Edikd Ay: L0RI.WCA$Efl
Jutr lJ, 202J - l0:J7om
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I+32
10
I
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/\
/\
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ryPICAL HEATER INSTALLATION ON HORIZONTAL TANKS
ATJSO (ALUM.TAPE) OR
BULBCWP BC35
BULB OR HIGH{IMIT
SEA DETAILA'
ON ACH SIDE
€o
BIGHIIMITTEMPEMTURE
/fi\
NISTHIS DWG
tr
=ENDSAL
= CONTROLTEMPEMTURE
SENSORAULB
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RU-E32-OO2
HSTNG qBLE
RECOMMENDEO LOOP LENGTH FoR PIPE SUPPoRIS:3XPlP€ DIAMETER
NTSTHIS DWG
SE!NO FININGWITHPLUGS
WTTHJUNCiTON BOX)
BUNCONNECTORS
UNION
JUNCTION BOX'
COMPRESSION
NTS
ryPICAL C1D1 POWER AND END SEAI I
CONVOLgTUBING
(PLUG REOUIRED FOR
usEAs ENOS4L)
(cAT. NO, UMS)
HAK_JBJ/HAK.C- 1 OO
CLASS 1, DIV 1
ALUMINUM TAPE SR CAALE
SR CABLE
(BorToM vtEW)
SR OABLE
DITAII A_A
NTSrH€gvc
/f,i^ TRACING OF VERTICAL VESSEL WITH SKIRT
END SEALSRJUNCTION AOX
ALUMINUM TAPE
NOTF 3
RTD JUNCTION
BOX
(FIELD MOUNT)
ALUMINUM TAPE
SR JUNCTION BOX
HSTTMCE
JUNCTION BOX
(FIELD MOUNT)
RTD PROAE
(lFAPPLICABLE)
NOTE 9
RTO PROBE
OFAPPLICAELE)
NOTES 1 1
SR JUNCTION BOX
(MOUNT ON TOP
oF P|PE)
SUPPORT
BMCKET
END SAL
NOTE 10
RTD JUNCTION
BOX
(FtELO MOUNT)
FACTORY SFA FO
NoTES)
DRAN
CONDULETSil
CONDUt T
SETL
CONDULET
TTE
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AT- 1 80
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CONDUIT SEALS REAUIREO FOR.I}IEFMOSTAT,
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06116123DAlE:
1. DETALS ABOVE SHOW THE CENERIL INSTAIIATION METHODS.
NOTES:
T0tmcEs WILLIAMS FIELD SERVICES _ PICEANCE BASIN
RULISON COI\,,IPRESSOR STATION
ELECTRICAL
HEAT TRACE DEIAILS _ SHEET 2 OF 2
ilIS ORAWING IS THE
PROPERfl OF WLLIAMS
ANO IS NOT TO BE USED
FOR NY PURPOSE
OTHER THAN NAT FOR
WHICH IT IS SPECIFICAIY
ruRNISHEO.
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ORICINI DMMN6 EY OESCRIPTION DATE BY CK
CU6l
NCLES:
WELD AS'Y:
+1 /a'
t1 /2
Edited Bvi tORl TNCSER
Jun lJ.'202J - l0:J7om
vitfiffisev
WILLIA,MS FIELD EiERVItrES
-PItrEANtrE BAsiIN.20F2 RU-E32-002
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RULISON CON,IPRESSOR STATION
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THIS ORAWNC IS THE
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DATE BY CKRry.DESCRIPTION]RIGINI DRA{INCS fr sE, tNc.RU-860-002
cfrs:
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Jun lJ. 202J loi$am
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