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A
APPROVED BY WILLIAMS FIELD SERVICES
7/7/2023 WILLIAMS BUILDING I
PARACHUTE. CO
Approval of this documont
approve any deviation or
requirements of applicable PLAH REVIEW NOTES
HP shapes. channels and a,ngles shall be AST[,] A-
36 hsi and
Irsi.
< 2* maximum dim€nsion shall be ASTM A513. Fv =
HSS with a maximum dimension =>2" shall be ASTM
Steel bars and plates shall be ASTM A36 Fy = 36 ksi, Fu =
Anchor rods shall beASTM F15€i4 grade 36.
Bolts shall be ASTlrtl A325.
accordance with the Iatesl edilion of AWS
Conduclors shall be siEed so voltaoe droo is
branch circurts and 3% in feeders. -
rn
S.
are in aocordance
including but not
thal they
practrce
on
of theollheallowabh*
lheand
the
oodeslocal and construction
to
be wfioletn
asarea
onunh$s set
ESEI-24.ASC floodThe resislant beshall
n professional and constructed
trdnslerring loatls to lhe factory
and beshall andlisted lhebearequipment
shalllnskallafio*wiihconform
instructionsrgr's The installalion
2,The
part
mlnrmurll
paft
the
floor. The lowesl operable
as noted elsewhere) above
theabove linish
E'r1 {1 8"
tloor
than 23t in
nor lhe
uries during
ctorere
drawings:
and Fu =
notedUnless inolhenuise the
ASTMbe 50A9S2 ksi b3Fy
453ASTM B,35 FuksigradeFy
5.
beshall afabricated end tnrected
Sfse'l360-05 for
for
with or
ba2 awilh rnodified polyester
beShell
screws
t4/elding Gede SfeelD!.1 Shsclura/
b€tfl
lhickness steel
Ail
or
120V branch
Al{lG noll 10'
and grounds shall be copper,
shall not exceed 75'wilh #12
PLAH REVIEWhIOTES
lighting and receptacles shall be run on 15A 120V
#12 AVIJG minimurn wire size. Eranch circuit
conductors shall have an amoacity not less than the maximum load
to be served. Conductors of multibutlet bnanctr circuits suonlvino
reoeptacles shall have an ampacity ol not less than lhe raliirii of-ttre
branch circuit.
lip shall be,no greater lhan 1/2". Entry door
acce ssible lever lockset.
shallcircsih,€ndosures,Fxtures,
rounded
The
5. General
cinuitswith
7" The door lhreshold
hardvuare shall be an
SHEETINDEX
Gctri&ra:;gr TtItE Sruq:F! FIUFI{,{TS€iID|./J5
1r-,4 tcrtr!€friltculrra em{GsEilt
$: tlFriBPtE9J lraa'tolF.9LTrl\Crl{sis${ ETtilo4€rFrdr.Tloatil|, s€cl4tigo€Tr*
sr8iE:Itu i$ s{tDE^5e
-:+ trF_f,lcGsr'.J.-:uBE&t rFllslL€!€:fitnl RG{Irt€llt EhElFIrierUtgiBSg"EttFEn
a{ a.{CrF$A! St€Uf!
SYMBST WPE
t")i{Ec}|!],ilctl- D&trpER ts,tctuAToR
--&--GATE
-ffF TAiL
--f\,r--cHFCt4trFrR'|c!LilE FlLtEn
H CETLESC*ISfiLTEB
J rqrR ACrUATE0VALIE
€LSTn jC HEAI TR&CE I I1iSL!-ATIOH
rlr-t'intt
@ F# F0ll.{r tPr$ts;tnrEc
--qf*MUL'IFORT
e IBSTFl]{aEffT TRAT,ISHtT"rER
$,*d PEES5UF€ REUEF VSI.lE
e GAIJG:
FEEINP
-----+t 3{lHE FLiJrl€E
l-tiF 'IMER
DgAJI{
--{-EAFCENTRIC REX'ilCER
DF SEEDLE }/ALVE
E+
d,{!&t$l*Jr, *RESgJRE Vttf E
tn,fLtu{t FLEX COr,ilt€CTO8
ff *IF DR'{ER MUFFLER
A
B
c
D
E
o23
I.EEflSE NO
TIfLE
r}FSI:p.rr}Fl D&TF RR nFseRlp't '|it f}ATE
*-Brf _c,,.fflfr+tl/r(
lfl.A'rnils *u*s=R:
l76,ll.I$- tl]FSUET} fOR CONSTRUCTION r&{u LD.'5!3:y23 l4iq!'!lil8Y: AMW r.7|l3
1 &t-t urL r LIHATN LtHh!'AYC 6ftzr23 I}IXDBY: AYC 3JE€3
T{TLE SH€ET
HEUFUfl
1iF ca.Ud#+Sqt]d allgas$#-€*hr{trd+t*sdd# *. q-i,aF*6ffi TGrr#t}ernt'Sr#e#tsqg g*<inia*
ry€d Hdsi.@@d. rstl*b q. We rHtrhddtFLM *eg*@ff e
tlS{gFFESE {rAf:OfI Oe t{.€S}l* E KAEGTASIG l}:€€cl-p€Y OF ilSg€ffiEHAt Pro
vvlLLIAMS FIELDSERVICES
WILLIAMS tsUILD}hIG 1
INSTRUMENT AIR BUILDING
Setial Nun$er
c-17€O00I230?a$l
PREPAflED gl: EIrlCKIiAslX EQUIPIiEHT llo{EL 8F!7EO
l 1 6 5 I
5
B
Sequence of Operation:
l" lnshument rqir Comoressors
pcid fifF"
ll. lnslrument Air Drvers
UNIT HEATER SCHEDULE
II€IT orY IYFE cfF*ctry
t{gv 4.|,cFu [€Iu RPTT l+r++iz GP. {lr1 lufltlEtgruF*
it',lr-:Eg-no.
E{f,-r I t€F;-'lYrfl .l tl_4 a1U t?-t r6i'1 ;6t€'CHRC$rlOl HV$a-!1"3}'-I6+l-i(
{$IEs: UCtqfr L{iTr€cT:ffS IS $}RLSTL*E U$sG |4|IUFAE"JR€FS lVr{I BFn:Ifi. rhE IAi! PIR !*$JFiETLIFEEE FEfrilr,lEilr'|]|ol.ts
AIR COMPRESSOR SCHEDULE
naa IYFE lltr:CESFtl DSCH
FiESS FSt
u0rc€nAIA
9tfftFr OP.,$r't Ft*llANLf. t[jIUFAi
s llDe{-t(O.HP ff{vsru
cie,l SREYJ ?',?.1 tIn l5 :sc6 t!4r14*ilBlr 64ii ls"3 SIJGEC?L.R ift
c45:€ACRF$J l|1 ?7.t t1:T.5 ]tt6 ?s+t40 ilar4 6a6 s,3 ECGECiUI !?A
Etts: HXh-E5:EHS I O8asrN'?L'ag t llH fftD llEi:HEFa frcilgA. cH*SE lE{ttt,3 RELAY, AtiD Fm=*taFI S}ylTCH, LEFO L,JS gK:JEll$llc.,A.!E {€,TAiTtFTEn C{II}*€SSC€S aclt€ gffi-tED esi A}i m g{.lcn UET i,!.\t(
lll. Suitdinq HVAC
buikling. The air mrnpressors haye lhermoslalially controlled -colc seaticf, hitg' ilsia&d io helF mainlain orl temperature and Fredeol freezing ol cootrols-
lV- Co0rpress€d Air Flow
in a 250 gallon coiecl(x* ta4t ffK-65r ).
AIR RECEIVER SCHEDULE
ll5r T'E gAP&:ITY
GArlclTS
PJI'E!
FftEss Pst
I$rglissfis {hl cP. {fi.
Lgs
|rltuFrtiJRER
a uot€L t{6.OTY ,lq..,CnTl{r!;A HGT
u+56 VERT}:IL :d'Jtc s ttbl $$'tarlclNtl+I FEY
,J.tJis. t!frt mi!fla{-rai !8 ?Q ta6E ?
]ifrEs: a€,? IAfir- l,c't.rt{rEtr -fO s;{B EA.5E €!{ FCEtH. PS'/. GALEa- nIA Eq.ir$i $iA {A}6jF!- ltfi.irltt Pf,{.1BEE Ati9 tiisr|Llsxi
BEC PIPING SPEC
Compressed Air {CA}
Specifcatlon Number - 11
APPROVED BY
7t7t2023
Approval of this document does noi authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
AIR DRYER SCHEDULE
fF,*t SEEUEE TfFE UrR RtiEE
scail
SFviCE
SCFM
ttA|lrF'Et.t'Flk:POP
cP- l.rT.
L_S
hr.t!i!F.{c}JEF
e u00€L rto.
a€5&{c.€st_IESSC&trt 3{?:t li?+:,DS SDGE BlCT
+€-raP f,-€5rE tEscci.ir x4 3??3t tn *]ao€ u tqA
Al€t rB.FTEE flLT:nS, nErrpclrfi lrgain'lE SWTSI FAILLIF€ ldiRll
itat r€$CetFTlrllf ucr{{rLt6 TYPE HiNiG€
trr.lsJFrC TfffER
E itaaElfici
Flt1Tflcr!sfiRfa{F 11n hit€Et:f$s6 !F u&-1q
FCI I iLIFFICE r2a Ht 6gLEeAs-\ S€fUgqF
fial-L Einlc$OCCLe/r-ltC? SBiSCe $t*Ft,:€t20 iil"Batgt'i.ss s€fuoof;
Fif, UEJi 1 rt'tEo a€aj$6 t*,4?1to
-Bt rufidIK+l SC,Y.ffalr t20
Pg.rn 'l't*. 819tf, iALITIGI F!:l g '{4l'l2r)
EXHAI.'ST FAII SCHEDULE
ITfU I}FE CTFA'ITY
CFM M stFtil 0F, r\dT.[&lILFACI9SF:
e $*:EL,ls.
c+$TRC/,-q
HF R9U V.PF{-HZ
EF-'fflt l Axlrt 2,t5!o-125 t$1ii5 ,?Gtsi lr *AYTC$|llg.Plt
LF.l A'At $(r4|?r50 o i?t 1ll 1rA r?sr.6:it f*Ytcr\.3rI]Fit
htTE-q:
CONDEI{SATE CONTAINMENT SC HEDULE
rlE$cAFt'lma
eJrLfOt$ttrs
FFESS FAI
ntr'.ansl.€ls dili EslFTr $T.
i-gs
UA,TLF{'ILSER
t ucsailo.#FSS HGl
T!t451 ltr t|$L7 i$E PCJ.? FgA
HtrTEs: icuij.E t{AttEo plrsrfil iFfifi t\lTH r t{lsrot.Et LqrtJt{ f,cuh€Crt.F 3'lrlB}ftoct vEfi r.lto ? EUlxt€.{D FtTl"t€ tt? D:$iDei.s.qiE tctrEcT}ort
V8.12
Eail vat,.€- starntEss steg Dafi ano stem. tsNP I
threaded ends, frPTFf sert and s€al,
stairrless s{eel ler€r op€r&tor. Full Frt Apollo
s€ries 76F-IO0-A orequal {1/4'lhru 3'} with
loct. otate.
Flanges: ASTM-A I 82-F31 $SS-RF
Flange Gaskets: Gaalock Blue-Guard 3200
Flange Bolling: ASTM-A193-GRB-?-SS HEX machine bolts & A194-GR-2H-SS HEX nuts
Hose: H-4
Cleaning Metho'rl: Blo.tr out
Test Medium: Air
Tesl Pressure: 150 PSIG or 1.1 X internal design gauge pressure whicfiever is g.eater. Package MA\AIP is 200psi.
NOTES:
1- Use valves wilh a lemperalure range of -20'F to 400"F in all applications where rnedr* temF€ratur€ wilhin the
pipe is excessive, E.G., compres$ed air line f{om compressor disciarge to aftercooler,
SIZE 2'aod smaller
PiP€ASTt/r-43 r 2 -TPs 84-SS-S CFa 40
Fftilnqs AS I M-A,|UE-Y\1P31 E-5S-.S(jRLl
FlaBqes ASTIr-43r2-5$-SCRD
Shuto$ Valves
Throttling Value
1/E-12
w-2. FC-3
Checi* Valr,e vc-s
Slrahers sT-3
A
B
n
E
D
E
F
J
:ITILE
ucft{sE No.
REVI }TICN nF,qrlPlg:lnL,.IATF 06I'F
BLACT<}TAIAfT(
L( Jtlr].i,, r., !-irtiti
ffi
IRA'.\lliS llUtlE;P
tI6trI$?LDJ !tl$J-t:t I}RA6'N RY. A'II'3t?,?3
1 ATU nllitrzJ CtrlXD BY: AYe 318l23 EOUlFtr,lEHT
SCHEOULES
RE iStotf
tG gdng < W q b€ed lqtffi C@'st * Ml*lt ffi* 4 E@4 dffi rd rF6 ! ,!* tu €@IS|HS S g 19{ e r @@
# l#n5l:.rs&f-dtJ. Fdlt.?Wc$..fddEb'&n t6!.:#*dd.rc.d:n r#,a
NO EF*ESgjr.d?eCf,l\{iRt{n tSME €6ffirr3L€r€Cutu{t{ 6F Rsaxi.l$t: ggTf F&{aM
VIILLIAMS FIELD SERVICES
WI!-I-IAfuIS EUILDING 1
INSTRUMEMT AIR BUILDING
Serial Nunh€r
G176[tOr23&tA0B
FFEPAFES EY: BLACXHAVNI{ €OUIPM€l'lT BFI?60
I !I o E 10
GONCRETE GONGRETE GONT.
A. GAST-IN.PLACE CONGRETE E. CONCRETE BONDING AGENT
1. REFERENCES
A" ACI 301 tPECIRCAI1ONS FOR STRUCTURAL CONCREIE,
B. ACI J18 'BUITDING CODE REOUIREIIENTS FOR STRUCTURAL CONCREIE'
C. Mi J06.1 5INDARD SPECIRCATION FOR COTD WEfiHER CMCRMNC'
D, ACI JsO ,ENVIRONMENTI ENGINERINC CONCRflE STRUCTURES,
E, ACI SP_Is'FIETD REFERENCE M'NUAL,.
F. ACI 304 :GUIOE FOR MEASURING, MIXING, IRNSPORIINC ANO PLACING CONCRETE.2. COOROIMTE WTH OIHER TWES TO ENSURE ATL CROUNDING, SLfEVES, EMBEOMENTS AND
O]HER IIEMS ARE INSTAI'IID BEFORE CONCREI€ PUCEMENT. IF CUTTING REINFORCEMENT
APPEARS NECESSAR/ FOR INSTAIL OF SUCT ITEMS, CONTACT THE ENCINEIR.3. PTACE CONCREII AT A UNIFORM MIE AS CLOSE As POSSIBII TO NML POSMON TO
PRfltrT IIX SEGRTGATION.4. CONSIOM CONCRfif SHRINKAGE IN PTACEIilENT SEQUENCE. IF NOT SPECIFICAILY DEIAILED,
CONSTRUCTION JONTS MUST BE FPROVEI B/ THE ENCINEER _ BfiH TYPE ANO
LOCATION.5. CONSOUDATE ATI CONCRETE PLACEMEII'S WITH THE AID OF MECMNIC.{I VIBMTION.6. PLACE FOOTINCS, PIIE CAPS AND MATS IN A CONTINUOUS OPERATION WIHOW
I}{TERRUMONS. THE TAYER METHOD MAY 8E USEO PROV]DED IAYER/UN NICKNESS
RNGE IS 12 TO 24 INCHES IJITII NO MORE I}IAN 30 MINUTES EL^PSINC BM{EEN
PLACING OF AD.JACENT LAYERS _ V]BMIE TO MEI.D LAYERS TOGETHER TO AVOID A
HORIZONIAL PLA,IIE OF WFIXNES,
7, IAYER/UFI TH|CKNESS IN WALTS SHoUIO NoT BE CREATER T}IAN 36 |NCHES.8, FLOAT AND BROOM RNISH EfiEfiIOR CONCREE SURFACES PERPENDICULAR TO SLOPE, ]HE
ADDMON OF FREE WA]ER A5 A FINISHING AIO IS PROHIBIIEO.9. WHEN SLAB COI,{IMCTION JOINIS AiE ACCOMPUSHED gY $W CUNNC, ,SAW.CUT JOIM
16 SOON A5 PNACIIC.AL _ USUATIY WTHIN 4 TO 6 HOURS OF RNISHING,
10, PROTECT ND CURE AT CONCRffi BEGINNING IMMEOIATELY AFTER NNISHNE OR SIRIPPING
FORMS, THIS INCLUDES FORMED SURFACES IF FORMS ME STRIPPED WITHIN 72 HOURS OF
CONCREIE PTACEMENT.
11. CONCRflE CONIMCTOR SMII PROVIDE WRIIIEN NOIIflCANON TO ilE sTtEL ERECTOR
INOICA'flNC IHE DATE WHEN CONCRETE SUPPORIING BUILDING COLUMNS MS A'TAINTD AT
I.FAST 75 PERCEM OF frE SPECIFIED COMPNESSIVE STRENGTH.
12. FIEIT REPAIR OR MODIFICA]ION OF ANCHON RODS MUST BE APPRO\ED BI THE ENGINEER.
B. REINFORCING STEEL
1.SIRUflJMt BoNDING AGENI roR CoNCREIE: THREE-CoMPoNEI{I WAIR ffiED
RESTN/POflUND CEMEffi mE 'ffiMEC 110' E/ S|KA CORP 0R 'CoRR-BOND'
MANUFACTURED Bt zuCUD CHEMICTAL C0.
CONCRETE MATERIALS
EPOfr
AS
F
1.
2.
PoffiLlNo CEMENI: ASILt c150 l/PE /ll 0R V
FLY A.SH: ASrM C6l8 Ct SS C 0R F
3.
4.
5.
6,
7.
A CoNtR{r g/ lvEtcHr (F
NORru WEIGffi AGGRESTS:CLASS JS OR
WATERT PoTABLE lN CoNFoRI.{INCE WITH ASI]J C1602
WAIER-REoUCING ADMIXTURE: ASm C494
AIR_ENTMNING IDI.IIKURE ISII4 C26O
$RUCruilL CoNCRm: ACI 51E, CHFmS 3 AXD 5 - SEE MIXES BELoW
STRUGTURAL CONCRETE MIXES
cLASs/USE
f'c, 28 DAY
COMPRESSIVE
STRENGTH
MMIMUM
lYl (c+P)
RATIO
MAXIMUM
AGGREGATE
stzE
TOTAL
AIR
CONTENT
SLUMP
RANGE
GENEML
STRUCruML
C0NCREIE (o.)
4,500 PSt o.45 .I, MINUS 4-5-1.5%
N CONCRffi
(b.)4,500 PSi o.45 1 1/2"<3.O%4'-6'
coNcRm cLAss,/usE Norts:
O. USE FOR ORIIjIO PIERS, FOOTINGS, MATS, SI.TBS, COLUMNS, AND
PEDSIS
b. N CONCREIE IS OERNED AS MAIS. SLABS OR ELOCKS THICI(ffi
T}|AN 3'-0. IN DEFTH AND A POUR MORE I}IAN 50 CUBIC YAROS
G. FORMWORKI. REFERENCES:
A ACI 301 .SPECIRCATIONS FOR STRUCTUMI. CONCRffi.
8. ACI 'DETA]UNG MANUAL'
C, CRSI MSP-I ,MANUI OF STANDARD PRACTICE'
2. RENFORCING SIEEL ASIM A706 DETORMM MRS OR ASIT4 A615 GRIDE 60 OEFORMED
BARS WITH AN ACTUAL YETT STRENGTH NOT EXCEEOING 78,OOO PSI AND A RATIO OF
ACTUAL ULTI}JATE TA']SI[I STRENCII] TO ACTUAL YIELD SIRO'JGIH NOT LESS TMN 1.25.J, CONCREIE PROTECTION FOR REINFORCE}JENT _ CTEAX DISTAICE FROM FACE OF CONCREIE
TONSruLSNFoIOWSNOm:
REFERENCES:
A ACI JOl SPECIRCAIIONS TOR STRUCTURAL CONCRETT
B. /ACI 347 TUIDE TO FORMWORK FOR CONCREIE2. lHE COMRACIOR SMLL BE RESPONSIBII FOR DESIGN, CONSTRUCTION AND BRACINE OFil FORMWORK ND SHORINC.3. AI.L VIRICqL CONCREIE SURFACES SMLL 8E FORMEO, INCLUDING FOOIINGS.4. PRoV]DE 1/4'X 3/+'CHAr.IER 0N lll flPOSED DfiERtoR CoRNERS, UNTISS oTHER$]SE
SPECIRED.
J,I. CONCREIE DEPOSIIM AOANST GROUND OR VOID
3,2. CONCREIE SURFACES D(POSED TO TVEA]HR OR
FoRM: 3'
IN CONIACI WiTH GROUND AF|ER H. GROUT
REMOVT{- OF FORMST 1 1/2' FlR 15 BABS AlrD SMAt-trR, 2' FoR ,6 THRoUGH ,18.3.3. SURFACES NoT D(PoSm T0 GRoUND 0R IIEAIHER: 3/4' FoR SLABS AND WAII lvllH
l1r ND sMAt-ER BARS, 1 1/2'FoR BEAMS AND coLUMNs.
4. ADD t5xs'-0' DIACoMI EACH FACE AT Alr RE-ENTRATT CORNERS.
5. SECURE ALL REINFORCING, INCLUDINC DOWELS. IN POSMON II]IH BAR SUPPORTS PER CRSI
BEFORE CONCRETE PI.ACEYEM.
6, CONTRACTOR TO PROVIDE A GREE{ INSUI.ATED PICTAIL OfF T}IE REBAR FOR ET.ECTRICIL
CONTilCTON TO IIE INTO GROUND GRID. SEE ELTCTRICIL ORAHNGS FOR DETALS.
7. LAP RNNFORCING STEEL PER THE SCHMUIT BELOW UNTESS INDISEO OIHMWSE ON THE
DRAUNGS.
1.
2.
3.
CEMENTII|oUS GRoUr (USO): A5t1{ C1107 GRAoE C NoN-SHR|NK, NoN-MEIAIIC PRE-MIX
SUCH AS ,RVE STAR GROUT tr FM SM PRODIIffi. MINIMUM 5 DAY COMPRESSIVE
stRBlGTlt ts dooo Psl.
EP0X' CfioUI: 'FfVE STAi HP EPoXY GRoUr THREE-CoMPoNEIII, NoN-SllRlNK CRoUT F/
FIVE STM PRODUffi.
PRTPENE CONCRffi SIjRFACES TO RECEIVE GROIJT 8/ IICHT BUSH M}JMERING TO RETIOVE
suRrAcE cEtJENr PASIE AND 8UG Hotrs - APPRoXtti TE 1/1'AilPLnUDE.
MIX GROU TO IOWABII CONS TENtr, PIACE AxD CURE.
GROUT BENEATH COLUMN EASE PTAIES SHAU BE PLACTD AFITR FIRST TIER COLUMN, A}lD
POTNONS OF FMI4ING MVE BEE{ ERECTEO ANO PLUMB. CURE GROUT AT I,EAST 24
HOURS EEFORE ADDMONAL LOIJS ARE EPPUEO TO IHE STRUCTURE. IN COLO WEATHER,
PROEfr FROM TNEEZING AND INCREASE CURE TIME.
4.
5.
REINFORCING BAR LAP SGHEDULE
REBAR SIZE
HORZ TOP
BAR LAP
LENGTH
OTHER BAR
LAP LENGTH
STD HOOK
DEVELOPMENT
LENGTH
#3 1a"
ll4 24'18'7'
#s 30"2+'
#6 2A-10-
#7 42-12'
#8 4A'14'
#s 72'54 16'
#r0 80"62't8'
ll1 1 74
I. CONCRETE ANCHORS
l.
2.C{$ IN PrcE
A. I ANCHOR
PROECED SY
ANCHOR HAROWffiE SHAI BE CORROSION
REF: ACI 12.2
BAR tAP SCHEDUTE NolESl
A" REBAR LAP TINGTHS ARE FORffi 2 INCH COW ND Bffi
f'c-4,000
SPACING
PSI CONCREIE AND GMDE 60 BARS WITH AT
AT I.fAST FOUR MR DhMEIERS, OR 5 INCHES
i. HOT DIPPEO CAIVAI'IIZI' PER AsIV T2J29 OR
ii. flEI,D PIINTED TO MATCH STRUCTURIL STtrL OR EOUIPMENTJ. EMBEODED SIEE. ANCHRGE HOT DIP GAIVANIZED EfiERIOR ASEMBLY PER ASTM F2J29.
A PLAIES, RotlID SMFES: ASIH AJ6, Fy=36 KSI
8. HEADm ANCHoR STUDS: ASIM 4108 GRADE 1010-1020 mE B, Fu-60 XSI
4, PO$ tNStALr.D ADHESm (CHilrru) Sfl ANCHORS: REFRENCE 'CoNCRETE SECnoN C
FOR ADHESTVE AND SEE DMWNGS FOR TYPL
A. HA-E ZiNC PIATED ROo 0S0 898 CLNS 5.8) E/ HrLn.
B. SUPER HAS ZINC PIATE0 R00 (Asnt At93 GRADE 87) BY HtLn.
c. sTAtNtrss HAs RoD (AstlJ F595, 304,/J16) gr 8lL1.5. PoST lNSrAlE) MEcMNlclAL AICHoRS: (WK EoLT TZ E(PAllSloN ANCHoR B/ HILT 0R
srRONG-MLts WEOGE ANCHOR S/ SIMPSON STRONG-TIE.6. INSIAT1ATION OF AII POSI- INSTAIM NCHORS SMII 8E IN ACCORDANCE WIT}I IHE
MNUFACIURER'S WRInEN INSTRUCIIONS AJ,]O LATEST rcC EVALUAIION SEtrCES, INC S
REPoRT (ESR-1771).
MTNTMUM FoR #9 rfiRU #11.B. TOP BAR IAPS ARE HORIZONTAT LAPS WHERE MORE THAN 12 INCHES OF FRESH
CONCREIE IS PLACED BELOW THE BARS. TOP ffi TtP [[NCT}IS MAY BE USEO
1HROUGHOUT AT THE CONTRACTORS OISCRMON.c. cmE EEAM LAP LocATloNSii I.AP TOP BARS NIAR MID_SPN, WIHIN MIDDtr THIRD OF SPA}I.
il w Bonoil B is NEAR SUPPORT, lVrrHrN ONE LAP LENSTH 0F F00TlNG/Pll.,E C{P.
C. REBAR DOWEL OR ANCHOR ADHESIVE
UFACTURED tr HILN.2. DRILL HOITS IN CUREO CONCREIE WIfi CARBIOE_IIPPED DRITL BITS CONFORMING TO ANSI
8212.15 AND BIAST CLEAN _ HOLI DTAJETER PER HILTI.
3. INSTALL IN ACCORDANCE WITH THE MAXUFACTURER'S WRIITEN INSIRUCTIONS AND
SPECTBCATToNS, AND Un$ tCC EVALUATIoN SERVTCES, rNC. ES REPoRT (ESR-2508).
J. SOIL DESIGN CRITERIA:
I. A GEO]ECHNICAL REPORT WAS NOT AVA]LA8LE
DOCUMENTS WERE PREPAiEO.
AT THE TIME THESE CONSTRUCTION
2, AII INFORIIANON PRESENIM EELOW IS NUMM ANO SI.TAI BE VERIRED SY A
GEOI€CHNICAL ENGINEER PRIOR TO CONSTRUCNON.J. ASSUIIED FRoSI DEPIH: 36 INCHES.4. oESIGN CFmRA FoR CoNvEt{IIoMf, FoonNcs: A.SSUMm Nfl AmWNLE BF.ARING
PRESSURE = 2,000 PSF 0N APPRoVED CoMPAC][0 SUBCRATE.
D. CONCRETE AGCESSORIES
1. REFERENCESI
A. ACI JO1 'SPECIRCAIIONS FOR STRUCTUML CONCREII,.2. O{PANSION JOINI I.AMhL
A M MS4 NPffiT FBER TPL
B. ASril 01752, mE r (SPoNGE RUBBER) 0R CLoSEo CELL PL $lC FoAl/, (PVC 0R
POLYflHruNE) PREFORVED FII]IRS,3. JoINT SEAI-ANI: SIUCoNE BASE SUCH AS DOW 888 UNLESS NoIED oTHERIilISL
+. VOID FORM I{ATERIAL SHAII BE SI SURE VOID'OR APPROVED EQUAL KEEP VOID FORM
MA]ERIAL DRY DURING PUCilEM. AND INSTALL IN ACCOROANCE WTH MNUFACruRER,S
RECOMMENDATIONS.
A PROVIDE AND INSTAiL BACKFILL RETAJNER BOARDS.5. WAIER SToPS: SEE DMWNGS FoR mE
A. GENTRAL Pr'C RISSEO MIH CENTER BUTB BY CRENSTRW, STff 7OZ
B. CHEMICAL RESISTANT: EIMROSTOP ?E_R'STYLE NO. 618 FY WESIEC, 4. RIBBED WIM
CEffiR BIJL8. MIIER CUT AND SPUCE SI HEAT WETOINC AT OIRECTION CMNG6 AND
INIERSECIIONS TO HNIAIN AIIGNMENI AND CONNNUI]'I OF ]HE RIES AND CEMR BUB.
C. SEII D(PANDING: VoLCLAY RX-101 WITH C0NCRErE PRIMER.
24
NOTES DRAWING STATUS REFERENCE DRAWINGS REVISIONS
Willffis.gv WILLIAMS FIELD SERVICES - PICEANCE BASIN
CONCRETE NOTES
NUMAER:Ptc-cN20-3100
0 NUMBER:1oF1 0
9"
4
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DETAIL
NOTES DRAWING STATUS REFERENCE DRAWINGS REVISIONS
Willffis.ev
WILLIAMS FIELD SERVICES . PICEANCE BASIN
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PSV VENT STACK FOUNDATION AND COLUMN
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r*d@8ffilyEtsd:srsiar#-rtisffisradtlc.66addaae ftsj"*Fgs+#a6bpunstFaTFG##HltrdFtffi
qid M d !6c14* ffis.{ e ldkryse#f$FdLrhH aaMd tr6 ffi #
-rn REHESErI AT4{r EC ffitr F [IeE #ffiS Tr€!:Ctftldl S aHSARASSG Hff RqT]CLlJlF,
VINLLIAMS FIELD SERVICES
WILLIAMS BUILDIHG 1
IHSTR,UMENT AIR BU.ILDING
Saial $lumb€r
g-!?60001230e200
PREPAFED BY: EL,qgHHArn!ff EAUIPI'{.ENT BFl?60
2 {
63
A
B
RIGGING & INSTALLATION INSTRUCTIONS
A. STANDARD NOTES FOR RIGGING SUPPLIER
I. RIGGING DESIGN IN ACCORDANCE WTTH ANSI/ASME 830.9 AND B3O-20 RULES FOR FLANT''IG ANO
EXECUTION OF LIFI.
2, OPERAflONS AND APPROPRIATE O5I-IA RULES AND STATE OR CNY CODE IF NEEDED,
3. SUPPLY OF SLISIGS TO COMPI-Y }YITH tsS302.
{. IN THE ABSENCE OF ANY O]HER ACCEPTABLE SIANDARD THE ASOV€ SHALL BE USED. IH}S DRAWMG N
DRAWN BASfD OI-I BEST TRACTICE"
5. ATL WIRE LOAF SPECIFICAITONS TO BE S|AT€D IN SAFE WGRKING LOAD NOT MINIMUM BREAXING LOAD.
6. SLIIITG PROVIDER TO CONFIRM SHF.CKLF FI1S THROUGH HARD/sOFI ETE,
D" RECOTv{MENDED RIGGING ARRANGEMENI
I. CONFIGURE R}GGING TO AVOID CONTACT yvIIH TI.IE EIJIIDING,
?. TEST TTFI EUILDING ANB CHECK IOAD FOR T"EVEL. ADJUST RIGG}NG IF NECESSARY.
3. SLOI{LY Ufi BUILDING 10 TARGFT SITE. DO T-IO1 UFI HIGH.
,I. REMOVE ALL f,lGGING AND SHACKIES WHEN BUILDING fIAS BEEN FLACED PROPERTY IN PI.ACE.
APPROVED BY
717/2023
B. STANDARD COMFAI{Y GUIDEI-INES FCR SAFETY USE ONLY OSHA APPROVED 8IffiING AT.ID
HARDWARE.
I. CHEC( AND SECURE RESTRIC'ED/CONFINEg WORK AREA. ALL IRUCKS/CRANES SHALL 8E LOCATEB ON
sTlE Of, WNHIN BARRICADED AREA AND NQ LFNNG SHALL BE DONE OVER F€D€SI8'ANS. VEHICIES. AND
AD]ACEM BUILDING5.
2. BEFORE MOVING ]HE BUILDING. MAKE SURETHAT THE ROUTE 15 CTEAR OF NLL O8S'RUCIIONS AND
TYORKERS ARf AT A DISTANCE NO LESS THAN THt HEIiGHI OF lHE EUILDING-
3. THFBUILD|NG MuSI BE HANDLES BY TRAINED AI-ID AU1HORIIED CRANE OPERAYORS ONLY, CERTIFICAT€S
MUST 8E DELIVERED tsEFORE ANY LIF?"
4. KNOW THT sAf€ UFIING CAFABIHEs OF TI-IE LIMNG EQUIPMEM.
5, AVOID SHARF SENDS AND PINCI{ING ON ALL SIINGS, USE THIIVIBTES AND SOFIENERS,
r. EMECTIMNG RIGGTNG A TRIAT LIFT IS TO 8E EXECUIED TO CHECX LOAD EALANCE. LIFI SilATI NOT
EXCEED I2'ASOVEGRADE.
z" u-e oF reG-uNEs To coNrRoL TFIE I-cAD Is. REQUIRED, SECURE IO THE LOAD. NOT TO RIGGING
suNG5"
8. A CRANE OPERATOR ASSISTAT+T IS RFCOMMENDED
'O
A55[S1 IN GUIDING OR DIRECTING TH€ BUILDING.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
INSIDE THE BUILDING fIND GOOSENECKS FOR DUCIING
OUT OF THE BUILDING.
UFiING }-UGS SHOULD BE WTH DRIVER. ALSO
W]IH THE DRIVER. FIND A 3 RING BiNDER PROVIDED BY
BtA CKHAWX EGUIPft{ENT Wrfi SUILD{NG AND EQUIPT\4EI{I
IN*ORMA'ION.
HARDWARE SHALL BE LOCATEO IN ITS APPRSPRIATE tsOLT
T{OLE ON THE SKID BAsE. REMOVE AND USE IO ATTACH
UFIING 3.UGS.
C. REQUIRED MATERIAL
E. SETTING BUILDING ON TRANSPORT TRAILER
I. iJfTING STINGS, SIZED FOR T}IE WE]GHT AND HEIGI{T OF lHE BUILDT${G.
2. SPREADER BAR. I2" !{IDER THAN THE BUILDING ROOF VJIDTIJ.
3. WOOD BLOCKS O* OIHER GilARDS rO AVOID DAMAGE BE lYEEf'l SUNGS AND EUII-DING'I. ENSURE THAE Tl{E BULIIDING 15 STTNNG ON ]HF STIPPORT BEAtds OF SIJILDII{G BASF TO THE PLA'fCRM
C}F IRAILER, IN OTHERWIsE UsE SHIMS ON WOOD BLOCKS.
Z CHAIN BUILDING FROM SEAM FLANGES, MINIA{UM OF 4 gORNERS.
3. SECURIHG PO'NT SHOWN IS ONTY FOR REFERENCE. IRANSPO'RT COMPF,NY 15 RESPONSISLE FOR SAFE
TI€ DOWN OF TI-IE BUILDING TO THE TRAILER FOLLT}WING COMPANY STANDARDS.
4- THE LIFnNc; LTJGS SHOULD BE R€MOVFD AFTER F}GGING, LUGS MAY MAKE l}IE EUILDING TOO WIOE FOR
]RANSFORT PERMII,
5. LOW DECK TRAILER RECOMMENDED FOR TRANSPORIATION OF BUILDINGS DUE TO POSS1BLE HEIGHT/
CLEANANCE T5SUE5.
4. SHACKLE5 SITED FOR ]T.IE W€IGHT OF THC SUILDh.IG.
5, !.Jf.NNG IUGS AND H,CRDWARE PROVIDED gY ELACKHAVdK €GUIPII,I.ENT.
6. LIFTIFTG LUG 8O[-IS r{} EE TORGUED TO 150 L8'FF'
7, ALL I-IARDV{AR€ MUS| BE {JSCD W'TI.I EACH UFnNG LUG, .I BOLIS FER LUG.
CLEARAh€E SFru{EEN BUILDING
AN3 STRAPS/CABLEs. IJSE WOOD SLOCKS F
NECESIARY TO KEEP RIGGING AWAY fRO'I"{
SIDING.
APPROXIMATE BUILDING WEIGHT: 12,200#
DO I.IOT OFF LOAD OR MOVE BUILDING WI'HOlfi R'ADING
THtS INFOR'tAAllON.TO IRA'LER FROM BEAM FLANG€ !{ITH CH,dINI
F
FATLURE r0 FOtL011 TIIESPECIFICATIONS L1STED vrrtTHIN
CCULD RESULT IN DAMAGS IO TFiE ENCI.OSURE AND/OR
RESUIT IN PERIONAL INJURY OF IVH]CH SLACKFIAIVK
EQU|PMENT SIIALL F{OI SE HAD tTAgLE.
lrolEs t?6&R-!
TITLE
1. OI;IY TA''I'( SHIFPEO EqLTEBTO SI(ID. PSV SHIPP€D LOOSE.R!GgING
'ila,'.t
llfiitd*dtFtu lirrnber l,tt1L!-IAMS BUILDI NG 1
INSTRUMENT AIR BUILDING
RflIG
PRFPARED BY: EI,ACKilA'/YK
a;
II
II
L'CENSE NO.
$r $ai PB,F rclgq
MOOEL
e-1?6000?23l)??0'o
t0
I 2 5 6
3
A
2
3
I
Itt I
,3
a
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s
2
3 t4
3
1 6
5 3
d
35
n
fr
3 v
4
z
2
t,.
Ifi+-
I
BACKING PLATE IfTELOED
iO IHSIDE Of EEA}I EEHII{OB
I
LIFTING LUG &
BACI(ING PI.ATE DETAIL
SEE $3 FgR i{ORE
INFOft}*AllSN
APPROVED BY
71712023
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of appli€ble State Laws.
IY3
asf vee.rr w;rt
fAIVI INLF{
,3?EF4U
SKID SIDE IETAIL
FrAg€ TO
FLAAiE€
BA,sIC CI{ANNEL FO,R
Wnl.L PAI.IE:-S. EOLT
EVERY
'T'ALCNG
SKIO END OETAIL
tl F. x4
I{
OUIER FEF'"IETER
35
PTACES {'rtv
DETAIL B BASTC CHAI'INEL
ATTACHMENT {
DETAIL C DFTAIL D
SCALE 1 : {SCALE I 4
o
a
s
s
ee
ee
':CI(
FLAiE IYP. X2 c
t a
a I
I
it I "F
d6
tiltt
136.+'cvEc ALr
0
@
o
T'YP.
DETAILA F{.A}TG;g TB
Ft-Ar.rsE
A
B B
c t
D
E
D
E
r
.rofEs I
T'TI-E
Ltc€iisE fig,
LOJ 513{!23 )RAWtl EY: AllV lnE3
BI.ACT(HAIA/T(
L'_:i_r | 9t,1::l I : Cr'_l n t'
r?6&-s-1
AY(;5,-!zj-lJ :HKDBYi AVC srBtt3
SKID BASF
itEvrs.otJ
Tbadr€ $ ffd bi EM €q.@r Cer& s * ki 5!.t k 6d,,# e :lsd @6 #atrs k M Ed*E F w ar# E I S d E @
Gead. M tr#€*e dr*dd.ddft.rrvwr*5q?{tu# a atsnitud#dFtr los
SRlqESEHlal${8 ffi l9** Rg€rRA!6 re*lcrFicf aF;HSS€SJrG HArrf FgnDt'-l€
UVILLIAMS FIELD SERVICES
W1LLIAMS BUII-DING 1
INSTRUMENT AlR BUILDING
S.dal r{dmber
+"r?60003?302200
PREFAREU EY. BTACKHAVII( EOUIPIiIENT IIODEL Bf1 760
3 5 6 a
2
SACK OF EUITDIHG
1
I
o23
t!"
!8'
FRONTOF BUILDII.IG ?.^3,,ta
DErAt,Lc
scALE r -4DETAIL B
SCALE 1.4 BETAIL C
UEEiFi
o.f'
vriTlt
OETAIL A
HOTES r7F0.s-?
TTTUE
8Y:
r. MEi,!BEFS (tTEtrtsi f r & #e SHAIL EE F1JILY $/ELDED (V'TELDEB ArL tROUirB AT EAC]I JOINTI ltlrl]l 1/8"
PAJiTIAL.JOI}IT+ENETRATION I1ELD.
?. MEATBERS Al. *.{. *5 SHALL BE IAELI}iED TO ME;TEERS ll? AT EACH EHD wlrH [4 1.t6' X 4' LOlttG FALET
\iJEL$S {Ot{E O0{ EACH S!DE}.
3. MEMAER$ 16 & S7 SHALL BE $JELOE& lO l,lElltsEns tr e d8 At EAC[{ El,lD rAf,r}i t?) llr x 3r tot{G
FTLLET $TELDS {Or{E OH EACH S|DE}.
4. MEMBER$a{t SIIALL€EWELDEO TO tlElilgERs*t AT EAC}I EHO tfrtlH ll€'PARTHL-JOII{T-
PE|{ETRATIO}r $ELO ON THREF SIDES {T$rO SEES & B0'rrolrl.
STRUC]IJR:BIAC,IKHAt,l|r'I<
|f,._*p!.rLir| !tJ5::.
UCEilSE ilO.t!6G#.9lgb
w trd 6P.& c.sdC F*r-r aerFa#:b_'t*S'tbdtEisrt j*deF*€M
s trFR€Se{Trr}t r a€Fgt$tiY € PrDe FE*cetre'Ti€ rf,{r.FncY rF TxS l€e[l€ il *{t FntJ}atuF Number
'JVILLIAMS BUILD$IG 1
INSTRUMEHTAR BUILDING
Approval ofthis document does not aulhorize or
approve any deviation or deviations from lhe
requirements of appli€ble State Laws.
APPROVED BY
717 /2023
FCiUtTfP
ngif wtTH EutLqrtG
PREPAREO lro0Et
r.sig
c-r76009t23s?to0
I
D
E
F
I I $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
D_
Nd=
L-
h=d=
5.81
2.O0
1.000
6.000
BTH-1 Equation
346
3-48
3-47
3-45
3-49
3-1 I
3-21
3-20,3-22
3-25
3-26
3-28
?_RA
Design Criteria
k per lug (includes 25% unbalanced load)Fu = 58.000 ksi
Fy = 36.000 ksi
E = 29000.000 ksi
G = 11600.000 ksi
tn.
in.
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=53.116k
R = 3.000 in.
Pb = 46.300 k
Lb = 10.125 in
ApPlied Moment = 58.85 in*k
Lbdll^2 = 60.8
.0BE/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
Py = 3.35 k
Arm to stiffener tiP = 4.00 in.
MY = 13'42 in-k
zy = 1.50 in^3
fby = 8.94 ksi
FbY = 22'50 n"'
fbx at stiffener tiP = 2.58 ksi
UnitY = 0.51
h/t = 6.000
2.45sqrt(E/FY)= 69.537
ff = 6.00 in^Z
fv = 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 t</in. per 1/16"
B /16" Jillet weld capacity = 6.187 k/in.
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
5.81 0.11
5.81 0.13
Control Unity
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 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 = 70.24 in*k
Fub = 120.00 ksi
Ab = O.44 in^2
Fvb = 31.00 ksi
1 bolt allowable = 13.64 k
Ftb = 50.00 ksi
1-bolt combined iension = 1 1 .08 k (4.5" arm)
1 bolt allowable = 22.00 k
tw = 0.25 in.
db = 0.75 in.
Aw = 0.1875 in^2
Fpb = 58.00 ksi
4 bolt allowable = 43.50 k
Stiffener Weld
Bolts
Bolt Shear
Bolt Tension
Bolt Bearing
3-41
3-40
3-42
7.99 0.45
33.96 0.48
11.08 0.50
3.36 0.25
6.71 0.15
A
A
7116"x2 3/4"x0'-8"
WELDED
STIFFENER
PLATE
{']-
SUPPORTING
GR. 50 WEB
-114" MtN.
THICKNESS
3l4"x6 112"x0'-6
1/2'STEEL PLATE
w (4) 13t16"O
HOLES FOR (4)
3t4"@ BOLTS
5116
1t2
112
101t8',3"
RETURN
TOP AND
BOTTOM WITH
/4'' FILLET
1'' THICK STEEL
PLATE WITH 3'O
HOLE
.s
\s
at
oo.
s
$
=_@
ro'
{
ao'
Na \
4 5t8',
TYP
RADIUSED CORNER
.TYP. TOP & BOTTOM
GR.50 3/8"x6 I l2"x 0' -6 1 12"
BACK PLATE WrrH (4)
13116'g DRILLED HOLES
,WELD TO WEB
WITH 3/16" FILLET WELD
ALL AROUND
WILLIAIVS FIELD SERVICIS
WILLIAMS BUILDING 1
INSTRUMENT AIR BUILDING
5/1 6
114"1 114"
LUG ASSEMBLY
1 112" = 1'-0"
TITLE
-ICENSE NO.
NUMBER
B
B
c
C
D
D
Ec
F
F
IHKII NATF SCAI F:aHkn DATtr DESCRIPTION DWNDESCRIPTIONDWNREFERENCE DWGS.
NOTES:
JMWING NUMtsLfi
1760 - S-3DWN BY: AMW Jh/230ISSUEO FOR CONSTRUCIION LDJ
CHKD BY: AYC 3/8/23
LIFTING LUG DETAL
FINAL CK:
ENGR.:
:
BI,,CKHAt,/K
€QUIPtvlENTCoRPE
HLVI5IUN
o
APPRV:
qFPtil
APPRV:This droving F owned by Blockhowk Equipmsnt Corporotion ond is looned solely for confid€ntiol usa. R€cipient promisss ond ogr€es to r.tum this d.oving upon r€qu$t ond
NO REPRESENTATION OR WffiRANTY IS MADE RESROING THE ACCUMCY OF THIS DMWNC IN NY PARNCULAR.
PRFPARFD BY: Rlnclrhnwk Fnr rinment MODFI NIIMRFR. RF17AN
c-17600072302200
10
wc-Eoo-001
TOUruCES WILLIAMS FIELD SERVICES _ PICEANCE BASIN
WHEELER GULCH COMPRESSOR STATION
ELECTRICAL
DRAWING INDFX
THIS DRAWNC IS THE
PROPtffi OF WUNS
N0 ts NoI To 8[ us€O FoR
NY PURPOSE OTHA IHd
frAT FOR WHICH IT IS
SPFCIFdIY ruRMSHEO.
0 Itrl WSffi - h Wr ftC 7 [Wffi[il lS0 Fffi (M 06/t6/23 UL TH LML NONE 02/os /23 o
Rry.DESCRIPTION BY CK
css:
N6tES:
WEU ASS,Y:
t1 /E
t1 /2'
Edited 8y: LORI.WC $ER
Jun lJ. 2021 lorskm WILLIAMS FIELD E;ERVItrES
-PICEANEE BASIN-wG-E00-001RFVISIONSREFERENCE DRAWINGS AND INFORIVATION
WILLIAMS FIELD SERVICES
WHEELER GULGH GOMPRESSOR STATION
ELEGTRIGAL PAGKACE T ISSUED FOR GONSTRUCTION
DWG. NUMBER REV DRAWING TITLE
wG-E00-001 0 ELECTRICAL _ DRAWING INDEX
wG-E01 -001 3 ELECTRICAL _ AREA CLASSIFICATION
wG-E09-001 6 ELECTRICAL PANEL SCHEDULE _ PP_l
vvc-E09-003 0 ELECTRICAL _ PANEL SCHEDULE PP_3
\,VG-E'10-001 5 ELECTRICAL _ ONE LINE DIAGRAI/
lvc-E1 3-001 4 ILECTRICAL _ UNDERGROUND CONDUIT PLAN
wG-t'tJ-010 0 ELECTRICAL _ CABLE SCHEDULE
wG-E22-001 6 ELECTRICAL _ GROUNDING PLOT PLAN
wG-E22-002 0 ELECTRICAL ARTA PLAN _ TNLARGED VIEW IA COMPRESSOR BUILDING GROUNDING
wG-E22-01 0 0 ELTCTRICAL _ GROUNDING DIIAILS
\,lG-E22-011 0 ELECTRICAL - GROUNDING DITAILS
\,lG-E22-012 0 ELECTRICAL - GROUNDING DIIAILS
wG-E24-01 0 0 TLTCTRICAL - HEAT TRACE KIY PLAN
wG-E24-01 1 0 TLECTRICAL AREA PLAN _ IA COMPRESSOR BUILDING HEAT TMCE PLAN
wc-E24-01 3 0 ELECTRICAL - HEAT TRACE SCHIDULES
\vG-t32-001 0 ELECTRICAL - HEAT TRACE DIIAILS - SHEII 1 OF 2
wc-E32-002 0 ELECTRICAL - HEAT TRACE DIIAILS - SHEII 2 OF 2
0d16123DAlE:
c
DD
EE
I72
G G
wG-Eo1 001
SWTCH
N[W
COMPRESSOR
BUILDING
DATE:
(fiP)
-
(ftP)_
HEAOER
HEADER
CONOENSATE
TANKS Foe*F
CORRUGATFD SEEL
CONTAINMENT RING COMSUSTOR
t'CONOENSATE
DRIP TANK
E
ESD
SHTCH (r/P)
I
I
\
{$EeLEB lculctl
ROAD
TOLIMIICES WILLIAI/S FIELD SERVICES _ PICEANCE BASIN
WHEELER GULCH COIilPRESSOR STATION
I,VL THJtoc, wJilm - [ ffix ftc 7 coffi$ - ffim roR colfilffilot
JK2Mtrl I717J6 - HoT SIART rNSrMTtoN ELECTRICAL
AREA CLASSIFICATION
THIS ORAWING IS THE
PROPERIY OF WLUffS
ND IS NOT TO BE USED FOR
NY PURPOSE OT1IIR
-IHA}]
frAT FOR WHICH IT IS
SPECIFruTY ruRNISHM-
I UPDAtrO Tfr HWs SHW CNs Tffi/MM Nfl Cil8UflT8 05/11/15 JK
0 tssuD F08 coNsmucnoN 1o/o5/\t IBMOLD DMUNC NUMBER wG-a-001 IBM 1"=2o'-O"06/22/11 3
IEV.OESCRIPTION DATE BY CK]RICINAL DMT{INGS BY sE, tNc.
cu5:
ANGLES:
wEu AsS'Y:
t1 /8'
t1 /2'
Edikd By: LORI.NCATER
Jun IJ, 202J - l0:5km \nr'ILLI,A.MS FIELO 5ERVItrE5
-PItrEANtrE BAEiIN-10F1 wc-F01 -oo1REVISIONS
NOTES:
w. 1+oo'-o'
1, AREA CLASSIFICATIONS SHOWN ON THIS DRAWNG ARE AASED UPON API RP 5OO (1997,
REAFFTRMED 2002), "RECoMMENDED PRACTICE FOR CLASS|F|CATION OF LOCATIONS FoR
ELECTRICAL INSTALLATICNS AT PETROLEUM FACILIIIES CLASSIFIED AS CLASS 1, DIV]SiON 1 AND
DIVISION 2," FIGURE AND TAELE NUMBERS REFERREO TO ON THIS DRAW]NG MATCH THOSE IN THE
API RP 5OO PUBLICATION.
2. ALL OUTDOOR PROCESS EQUIPMENT AREAS ARE CONSIOERED TO BE ADEQUATELY VENTILATEO,
3. ALL BELOW GRAOE DEPRESSIONS LOCATED WilIN A CLASS ], DIVSION 2 AREA ARE CONSIDER€O
TO AE CLASS 1 DIVISION I. FOR DRAV{NC CLARIry, THESE AREAS MAY NOT EE SHOM.
4. SEE DRAWNG WG_EE_gO1 FOR IHE ACTUAL FIGURES AND TABLES REFERRED TO IN ftE API RP
5OO PUBI ICATION.
5. ALL PROCESS AND MEIER EUILDINGS ASSUMED TO BE ADEQUATELY IENTILATED PER API RP 5OO,
sEcnoN 6.3.2.
w 0+50'-0"
6. AREA CLASSIFICATIONS FOR PROCESS EQUIPMENT VENTS, RELIEF VALVES, AND OTH€R
MISCELLANEOUS VENTS NOT SHOW\ ON THE AREA CLASSIFICATION PLAN ARE COVERED IN
FIGURES 14, ls & 18.
7. ONLY CLASSIFIED AREAS ARE SHOW! ON THIS DRAWNG. REMAINOER OF SITE IS CONSIDERED
UNCI ASSNFD.
COMPRESSOR
OIL TANKS
q 6
q q
T
tll
E/W. ofco'-0"
(ilP)
E.0+50'-0"
CP WG1
N 39 29'-14.850" I
N 10S'5-+3.693" I
EL€V| 5532.7'
F 1+OO'-0"
1+50'-O"
LEGEND
E.2+OO'-O"CLASSI,DIVISIONI
GROUP D
CLASS t,otvlstoN 2
GROUP D UNCLASSIFIED
?l
jr
J
J
;l
jt 9
JI
+
)l
-rl
+
,t
-rl
jt
rl
+
.t
-jl
J
;l
+
:l
?l
lr
?l
jt
o' 10t 20' 40' 60E-LF|--!
SCALE: 1 '= 20'
ENGIMERXNG SW
swa soEtY @rusEM
MW, CIO@ED DESIGN
FACILIIT INFORMATION
COUNfr: CffiFIEU, CO
ELWAIoNT 5,554 FEfl
LATITUoET 39' 29'-16.74" N
LONGIru0E: 108 5'-41.11" W
.ll-,r,t'
B
*
G
6
c
D
E
F
G
+2
C
DD
EE
F
wc-E0s -00 1
5 Moc, 1717J6 - HoT Sffi NSTALUfloN JK TOLENCES
4 DMW]NG NUil8EN UPOATE a5/ t1 /ts JK
WILLIAIIS FIELD SERVICES PICEANCE BASJN
WHEELER CULCH COMPRESSOR STATION
3 1t /01 /12 JKMocl 10s9684 - As-8UrLt PHNE I
2 CUENT N_BUILT _ PMSE I OEN CB ELECTRICAL PANEL SCHEDULE
PP_]
1
AY PUSPOST ofrfi frNMI FOR MICH tr IS
SPECNruY ruFNSHEO.
PflOPAT OF flIUNS
ND IS NOT TO BE USED FOR
RtrSto t55UE0 FoR CoNffiUCn0N te/t8/11 SM
OD DililINC NUMBEfl wc,EL-060 6 !G' WSr@ - A ffi 8re / mffifr - [$D
'0R
(Nm 06/16/2J WL Tf JK NTS 1 t /o7 /12 6
ofitctMl oswNcs fr 5E, tNC DESCRMION DATE AY CK
+1 /8^
r1 /2'
flTs:
N6LES:
flELo AsS'Yl
Editd Br: LoRl.WCAffi
Jun 18, 202J - 5:02pm WILLIAMS FIELD sERVICES-PIGEANCE BASIN-
LOCATION:
MOUNTING:
GROUND BUS:
NEUTRAL BUS:
VOLTAGE:
MAIN:
BUS:
AIC RATING:
VOLTS, L.L
AMPS
AMPS
KAIC
PANEL:WHEELER PP-1(NEW)
(sEE DRAWTNG NOTE 1& 2l
COPPER
AfuIPS
22s
225 103 WIRE
CONTROL ROOM
STJRFACE
240 /'tz}
2W
LOAD (VA}BREAKER PHASE BREAKER LOAD (vA)
F:z(J
U\a-[rJoo-
uJoo-
o-
+A +B
TIJ
EL
F
DESCRIPTIONDESCRIPTIONtrj
F 0A 0B
F:l(J
tlr
UJFoz A B
tltLrtFoz.
SPACE 1 1 t 2 72349 o
V-@OAREA HEATTRACE o 250 ?0 1 3 2 a 4
2 12s
t246g o PAN EL PP-3 INSTRUMENT AIR BLDG.
METER SKID HEATTRACE o 250 30 L 5 2 a 6 1 2A 200 L CONTROL BLDG. LIGHTS
CALGAS BOTTLE HEATTRACE 0 650 20 7 7 2 I I 1 20 360 R CONTROL BLDG. RECEPT
o 150 9 10 1 20 SPARE
CON DENSATE TANKS HEAT TRACE o 150
30 2
11
2
a L2 1 20 SPARE
0 700 13 t 14 I 20 SPARE
BATTERY CHARGER o 700
20 2
15 a 16 1 20 SPARE
o 2500 77 a 1B 1 20 sPARE
CONTROLROOM HVAC o 2500
2A 2
19 a 20 1 20 SPARE
o 1800 2\a 22 1 20 SPARE
GC ROOM HFATER o $m 20 2
23 I 24 t 20 SPARE
25 I 26 1 20 SPARE
SPARE 20 2
27 I 28 1 20 SPARE
29 t 30 1 20 SPARE
20 2
31 a 32
SPARE I SPACE
33 a 34 o202
35 a 36
2SPARE 100 o PP-2 POWER @ OUTSIDE PDC
37 a 38 I SPACE202
39 a
SPARE
40 1320 o
20 1 41FAN CONTROL POWER o 150 42
2 50
1320 o HOT START COMPRESSOR C.102
19419 20199
suB-ToTALS {VA)
TOTAL PANEL DEMAND LOAD:AMPS
s550 6050 13869 74749
131.83
ua--
0
0 0
39518 31.638.4
31638.40 vA
L
LM
M
R
o
FACTOR LOAD
80%31246.4OTHER LOAD
LOAD {VA}
PANEL DEMAND CALCS
DEMAND
14070%
0I0tr/o
7AP/o 252
200
360
39058
TOTAL LIGHTING LOAD
TOTAL MOTOR LOAD (Exc Largest)
TOTAL GEN REC LOAD
125% LARGEST MOTOR LOAD
suB-TorALs (vAl
TOTAL CONNECTED LOAD (VA):
U GFCI Breaker (5mA Sensitivity)
2) GFEP Breaker (30mA Sensitivity)
CONN
LOAD
06116123DAlE:
I, IXISINC WHTTLTR PP-I PNLL IS A SOUffiI D PNtUOffiO, CATALOG NO, NO42L2C. 225
NOTES:
ilFs 8US RATINC, I2Ol240 SINGLE PHASE, J WIRE HTH 2OOA MAN CIRCUIT SRAKER.
2. ffiEtLtR pp r (NM) sauffiE 0 N0 FPL|E0 r0 Nil EE0[R ERWER FoR PP 2 PANft h
COMPS€sSOR BUIDING ONLY, AD NOT NEW PP I PNELSOARD.
ENGIMERING SE&
SNL SOIEIY ruPruSENT
MW, CIO@ED DESIGN
wG-E09 -00 1
GG
n
c
=
5
I
D
D
EF
F
F
WG_EOg_OOJ
TOI mcEs WILLIAMS FIELD SERVICES _ PICFANCE BASIN
WHEELER GULCH COMPRESSOR STATION
ttE:
ELECTRICAL
PANEL SCHEDULE PP_3
frts ORAwNc ls ilE
PROPEffi OF WIUNS
NO IS NOT TO 8E US€O FOR
NY PURPOSE OtrER ftN
frAT FON WHICH II IS
SPECIRruLY fuRNISHEO,
0 s6/16/23 SL friltr| ws{6 - [ffi ffir 7 cNKfril - lso Fffi ffi LMI NONE 12/28/22 o
DATE BY CKWffi CULCH PN€L 5CHEOULE PP_I REV OESCRIPIIONwc-E09-@l wG E09-003
Fdit€d &: LORI.WCffi€8
Jun 1s,'2023 - 5r0lpm
WIItffisev
\|/ILLIAMS FIELD siERVItrEE
-PItrEANGE BASIN-
cfs:
NCL€S:
WE0 NS'YI
| /a'
il /2'
ANIJ
LOCATION:
MOUNTING:
GROUND BUS:
NEUTRAL BUS:
I/A COMPRESOR BLDG
SURFACE
PANEL:WHEELER GULCH PP-3 VOLTAGE:
MAIN:
BUS:
AIC RATING
2N /7zo
!25
VOLTS, L.L
AMPS
AMPS
KAIC
(sEE DRAWTNG NOTE 1,2)
COPPER r25
125 AMPS 3 WIRE 22
DESCRIPTION
LOAD (VA)BREAKER PHASE BREAKER LOAD {VA)
DESCRIPTIONUJo-
F 0A sB
tno-L!Joo-
FvU
LltlrlFoz A B
thlrlFoz.
F\Zt)
lrIJoA.
rno-
0A sB
trt
CL
F
C-650A AIR COMPRESSOR fI MOTOR
M 3968 40 2
1 a 2
2 40
3958 LM
C-6508 AIR COMPRESSOR S2 MOTOR
M 3968 3 a 4 3968 LM
DAMPER-01 o 50 20 L 5 a 6 1 20 240 L BUILDING LIGHT
DAMPER-02 o 50 20 1 7 a 2 8 1 20 1200 o C-650A HEATTRACE. GFEP
BUILDING FAN & LOUVER #1 o 518 20 1 9 a 2 10 1 20 L2ffi o C-5508 HEATTRACE - GFEP
BUILDING FAN & LOUVER #2 o 518 20 1 11 a t2 L 20 360 o ANCILL. POWER
r/A RECETVER & DTSCHARGEAIR LINE
HEATTRACE - GFEP
o 90s 30 z 13 2
a 14
2 30 1500 o BUILDING HEATER
o q)5 15 I 16 15m o
SPACE L7 I 18 SPACE
SPACE 79 a 20 SPACE
SPACE ZL a 22 SPACE
SPACE 23 !24 SPACE
uB-TOTALS (VA)5441 s$t 6908 7028 SUB-TOTALs (VA)
103.41CONNECTED LOAD (VA}TOTAL PANEL CONNECTED LOAD:
TOTAL PANEL DEMAND LOAD:
211818.00 vA
26754.00 VA
AMPS
AMPS111.48
ula--CONN
LOAD
DEMAND
PANEL DEMAND CALCS
LOAD 1) GFCI Breaker (5mA Sensitivity)
2) GFEP Breaker (30mA Sensitivity)
FACTOR
LIGHTING LOAD L 240 80Yo 192
MOTOR LOAD {Exc Largest)M 7936 tffi%7936
GEN REC LOAD R 0 LAOo/o 0
OTHER LOAD o 8706 Lffio/o 8706
125% LARGEST MOTOR LOAD LM 7936 9928
LOAD (VA)24818 26754
t2349 72469
L. This panelboard will be provided by Blackhawk Equipment Corporation as part of l/A guilding Skid fabrication
2. Electrical Contractorto install 30A 2-pole circuit breaker (ckt# 13 & 15)with 30mA GFEP (Ground Fault Equipment Protector)SensitivitV
NOTES:
I. THIS PANELEOARO WILL BE PROVIOED 8Y BLACKHAT1K EAUIPMENT CORPOMTION AS PffiT OF I/A
SUILDING SKID FA8RICATION.
2. ELECTRICAI coNTMcToR TO INSTALL JOA z_POLE CIRCUtr ERcAKER (CK, #IJ & 15) WTH
JOMA GFEP (CROUND FAULT €OUIPMENT PROTECTOR) SEIISITIVIft.
G
853
G
wG-F1 0-O01
5 vr;l ww AWTWTCOilffi.ISDIM{lffi 06/16/23
4 OMW]NG NUMEER UPDAIF 05/r/t5 J(
frIS OMHNG 15 frE
PROPffi OF IIUNS
WILLIAMS FIELD SERVICES _ PICEANCE BASIN
WHEELER GULCH COI/PRESSOR STATION
3 il0cl [J07J - A5-BU|LI (iloc 1099684 PffiE I)07/t8/1J JK
2 CUENT N-SUILT PIASE I o7 /23/12 0tr ELECTRICAL
ONE LINE DIAGRAM
I RilsD ISSUTO MR CONffiUCNON UM
AY PURPOSE oftffi ftN
MT FOR ffi{tr tr IS
SPECIflqtrY FUNMSHEO,
OD OMfrNG NUil8TR vG-EL-100 0 ISSUO FOR CONSRUMON to/15/11 EM LSM MS o8/03/11 5
DATE AY CKsE, lNc,oEscatftoN
dTs:
NGtrS:
WELD NS.Y:
tt /d"
\1 /2"
Editd 8y: Lo8l.WCAffi
Jun lJ, 202J - lo:stom WILLIAMS FIELD SERVICES
-PICEANCE BAE;IN-wG-E1 0-001
UTILITY POWER
(xGEL)
CONTROL BUILDING
T-1
50 KVA
UTILITY POWER
14.4kV,14
WMB POWER
120t240V,10
3-1tCMt\
1-1lC #4 GND PLC PANEL
LOCATED
AT SWITCH
RACK
24VDC+
+24VDC-
24VDC
3-1lC #6
'1-1lC #6 GND
XCEL
WMB 404
DISCONNECT
SWITCH
LOCATED
AT SWITCH
RACK
3-1/C #4/0
1-1lC #4 GND
2004,2-POLE
TRANSFER
SWITCH LOCATED
IN CONTROL BUILDING
+
1/C #10 (rYP.)
2-1tC #12
GENEMTOR
9OA,2POLE
DISCONNECT
120VAC
ANALYZER
SAIV]PLE TUBE
HEAT TRACE
3-1lC#2
1-1lC #6 GND
GENERATOR
120/240VAC, 1A,60HZ
17.6KW RATED
D-1
2004
DISCONNECT
2OOA MAIN
PP1
PANELBOARD
42CKI
T0 wG"E09-001
SENS 24V
BATTERY
CHARGER
25A
t\4-'t
METER
24V FUSED
PLC PANEL
PLC/PANELVIEW
PLC t/O
GAS DETECTORS
FIRE DETECTORS
ROC/EFM
E-NET SWITCH
ESD SYSTEM
GC ANALYZER
H, O ANALYZER
RADIO PANEL
INDUSTRIAL
PC PANEL
D-2
200A
DISCONNECT
lOOA MAIN
PP2
PANELBOARD
16CKT
REFER TO WG-EOg-OO1
+
BATTERY BANK
300P/hr
15A
EPD
1 POLE
INVERTER
120V,1A
5OO WATT
2401120V4C
1 25A MAIN
24CIRCUIT
REFERTO
wG.E09-003
FOR PANEL
SCHEDULE
AIR COMPRESSOR BUILDINGPP-3
ct/:jt.t
06i16123DAIEr
ENGIWRING SW
SruI SOIEIY ruPESENT
MW, CIODED DESIGN
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5
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ft4xtrt wsffi - [ ffiB m 7 clM[fl - N0 rm ffi i6/16/23 LML
WILLIAI/S FIELD SERVICES - PICEANCE BASIN
WHEELER GULCH COMPRESSOR STATION
J Moc# 174736 - HoT SffiT |NSTIUION st/oE/18 JK
2 DRAWNG NAilE UPOAE/MDED NEIY COMBUSTOR os/t1 /ts JK
FI FCTRICAI
UNDERGROUND CONDUIT PLAN
IHIS DRAVIING IS lIE
PROPERil OF SILUNS
ND IS NOT TO BE USEO FOR
NY PURPOSE OftER frN
THAT FOR W1ICH IT IS
SPECIRqLLY FURNISHEO.
MOC# I4J4O9 _ ftECT/MECH/SAFEry UPGRME PHASE 2 o8/12/14 J(
0 ISSUTD CUEM 6-BUILT FHASE I 07 /23/12 DEN CBOLO OfiAWING NUMBER rc-EL-200 W 3/32"= 1'-o"08/o5/1 1 +
REV.DESCRIPTION DATE BY CKORIGINI OSHNGS 8Y SE, INC.
2. CONDUITS BELOV1 GRADE (EURIED) - NON VEHICUhR'TMFFIC MUST 8E INSTALLED I1ITH RIGID
GALVANIZED (HOTOIPPED)STEELCONDUtr(RGSC),AND MUSTSEAMINIMUM OF24 INCHES BELOW
GMDE, AMYURMARKINGTAPEINDICATINGDANGERELECTRICTINEBURIEDBELOWTOBEPLACEDIN
THE CONDUTT TRENCH 6 INCHES BELOW GmoE (RETER TOWILLIAMS SPECIFICATION 26 05 00E -
ELECTRICAL STANDARD FOR DESIGN OF ONSHOR€ PTANTS, STAT IONS, E TERM INALS, AND WILLIAMS
spEciFtcATtoN 26 05 00c. ELECTRTCAL INSTIUTION).
Edited BI LOFIWCtrER
Jun lJ, 202J - 10:55om WILLIAMS FIELD siERVItrES
-PItrEANtrE EASIN-I OFl wG-E1 J-001
xt /a'
!1 /2'
x1/4
CUTS:
NCIESi
WELD AS.Y:
REFERENCE DRAWINGS AND INFORt\,tATlON
STNDED
COPPER
PUSTTC
SPACERS
COMBUSTOR
I
I
I
I
I| --| --| --'-4'I
I
I
TYPICAL DUCT BANK SETUP
TYPICAL DUCT BANK DETAIL
CONDENSATE
DRIP TANK
MCKFILL
N.T.S,
.FIRSTSZE INDICAI€S TUDE SIZE OF OUCI,
SECONO NUMBER INDICAT€S SEPMTION BEruEEN CONDUITS OR DUCTS
I
I
I
I
I
I
-4-Irlbl
il
I
PUSTIC
WARNING
I
I
1lil
/r/lrl
,tl-1- -
E
REDCONCREIE
I
I
I
I| _-r*- -'
I
I
I
I
I
1
l
I
I
I
:
*12
#{0
1-3/C
2-1tC
I
STEEL CONTAINMENT
RING
I
I
I
I_t_
t
-f--
TKST
CONDENSTETANK
j-
I
9a
1'C
1-}C#12.HT
0) 1rc
2-1PR#16-LT
(1) 1'c
SPARE
I (1)
H
\2JTC
2-2tC#16
2-6PR f16
4-7lC #16
2+10
(2) 1'c
SPME
TX{06
CONDENSAT€ TANK
I
(
r3/c #1 2
4-1lC#6
4.}C#12 FOR FANS
UG CONDUIT
ABANDONED
I
I
I
I
{1) 1'c
43C#12
r13irx
I
I
I
t
I
I
I
I
:
I
Ia
3-fc #2
1-1/Cd6 GND
BOLLARDS
I
I
:f:-:-=
L (5) 2"C, (8) 1"C
CON]ROL
ROOM
13flC#16
1SPR,#16SHLD
2"1 PR.#16 SHLD
1CAT 5
1^C
1-gc
2-1tC #10
TUBING
WITH HEATTMCE
{1)2r
,t
I
(D 1^c
-i13c#r2 :l ,,z-lc*to f | ,,,,
LlJ tsDoo2
SAMPLE
L
-t
:-_:J
I
I
I
FIit
I
--)
I
I
(1) 1rc
tgq12
I
I
I
I
----!-
I
*+-
1, CONVERT SISTING FIRE&GASPANELTOJB-lOOFORROUTING EXISTINGCIRCUTS,
r
li
tl
o 1'c
SPARE
1-112"C
53IC#12
44C #12
3-1 PR #16'SHLD
METER
(1)
l1) 1-12'C
(1) 2'c
3-ilC W0
W# GND
I
I
I
I
I
2MADSCONNECT
swlTcH
D2NDD1
E. 0+50:0'
E.1+m4'
NOTES:
COMPRESSOR
OIL TNKS
tt --l*--'j
ffi LL
r lll lll lll r1l
ldc il14
{r) fc EXHAUST FAN
CONTACTORPANEL
BUILDING
sl
rl PP-1
IIIIll-TT
ll|l Ntr
COMPRESSOR
BUILDING
METER
SKID
IIE IN!{ITH
UISTING
HEAT TMCE
(2) tc *14 (C-XS6SA)
(2) 1/C*14 {C.XS6SB)
(2) tc d14 (c.n6sA)
(2) nc #14 (C-n€SB)
(2) tc #14 {C-n67oA)
(2)nc#14 (C-h6708)
Ifc (NoE 2)
(1) #16 SHLO PR (C-A|T650A)
(1) #16 SHLo PR (C.A|T{508)
o #1 6 SHLO PR (C.Prr{so)
INTERMEDATE SPACERS (in)
stzE c o
BASE SPACERS (in)
szE'c o
06116123DA-TE:
B
c
D
EF
F
GG
52 10
C
D
E
F
wc-E1 J-0 I 0
]OLEruCES WII I IAMS FIELD SERVICES _ PICEANCE BASIN
WHEELER GULCH CON1PRESSOR STATION
ELECTRICAL
CABLE SCHEDULE
frtS 0MwNG ls frE
PNOPffi OF {|UNS
ND 15 NOT rc EE USED FO8
SY PURPOSE ofrtr ftN
ruT FOR ffitS tr lS
SPECINruY ruRN$HEO.
oWLfrlMlNONE02/06/2Jmlwm -sffi m7 mffi - [$0Fmffi
EY CK1ry.oEscFlntoN DATE toFl wc-E1 3-0 I 0
WILLIAMgi FIELD SERVItrES
-PIGEA.NCE BASIN-
ffs:
NCLS:
WELo NS'YI
t1 /a"
t1 /2'
Editd &: LonLNffi
Jun lJ.'202J - Io:5tom
RFVISIONS
CETE €ID ,Priox
CELE
IBOIN
trr.t
PROI
ftirult
iHOTH
tr,l
cgG
RW sa.PN xo.0r-coxnsTt
xo WLTloE FI
loulP-EOUIt oE{Fpr
POWER ANO CONTROL
mE xlsr+2 6009 {3}1lt{ tct I 1?.ll-
GILCH|IAHPF.t PANEISStr. I2S CAEIffiER PPn tBWxlul',K
FIJRSSfi€0 FATSLBCAROI
!tIll]rcs I 3 tn.f) ' I$2r'.EPfFl -2. {.?i fl LocAGb { @N1t6l R00il
fl€AI TilCE COIPON€I{Tm ffAT TRAC€ CO$PNENT A{8EN' S€Sre TH€RHO TAJ
c0{rRcas il f,t
It2.3L
60w,t3' !E 110lrl rtrfio fl2-4 (0lr)+ I
o 16"lt_ Rs t6turtctrD
Rd',lEO FR6&I PP3 PANELBOARO IISOE IA
TD&IIRACE Ctmi€N'0 IK! ?)VSARtrtrilER H4 I&'WA(rao4{ovAcpp'l. J{IA cict f BRE XEnc{fi II3,|t5locAlEos
NNTftENT AR ilLOI{c -AR ECEUER IiEA' roE
ENGIMERING Sru
SruL SOIEAY rePruSENT
MW, CLO@ED DESIGN
NOTES:
I, SHOWN CAII TNCTHS ARE ESMAM NO SHIL 8E WRIRED 8Y INflAtrER IN flM'
C€US SHIL NOI BE OROMED PRE-CW TO SHOWN LENGftS'
0d16123DATE]
G
G
6
awG-E22-OO1 LEGEND AND SYMBOLS
a
DESCRIPTION
GROUND ROD
CONNECTION AT THE EQUIPMENT
CONNECTION AT THE GROUND GRID
SYMBOL
a
o
@
I
a
ALL GROUNDING SHALL BE INSTALLED ACCORDING TO THE
GROUNDING PLANS, THE ELECTRICAL DETAILS, AND WILLIAMS
GROUNDING SYSTEMS DESIGN SPECIFICATIONS. THE GROUNDING
AND BONDING SYSTE[,4 SHALL COMPLY WTH NEC 250 AND
INSTAILFD ACCORDING TO RECOGNIZED INDUSTRY STANDARDS.
THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL
BFI OW GRADE AND ABOVE GRADE COMPONENTS AND
TERMINATIONS.
2. DUE TO THE UNIQUE PHYSICAL STRUCTURE OF THE SIIE ANO THE
ASSOCIATED EQUIPil/ENT, PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL FIELD COORDINATE ALL UNDERGROUND WORK,
THE ROUTING OF THE UNDERGROUND GROUNDING/BONDING
COUNTERPOISE AND CONDUCTORS. THE OEPTH OF THE
CONDUCTORS, IHE PIPERACK/STRUCTURE PENETRATIONS, AND
THE FINAL EQUIPI/ENT LOCATION ANO CONNECTIONS TO AVOID
FIELD CONFLICTS AND CONFLICTS !!ITH OTHER TRADES. REFER TO
THE CIVIL SIRUCTURAL, AND VENDOR ORAWNGS FOR ADOITIONAL
INFOR[,IAT1ON,
J. GROUND CABLE TO EQUIPMENT, SUPPORTS, AND STEEL SHALL BE
GREEN INSULATEO, OF SIZE NOTED ON DRAWNGS,
4. ALL GROUNDING CONDUCTORS SHATL BE STRANDED COPPER WTH
GREEN 6OOV USE RHH.RHW RATED XHHW (XLPE) INSULATION.
5, GROUND RODS SHALL BE 5/8'' DIAMETER X 8_FT LONG, HOT
DIPPEO GALVANIZED STEEL, ANO SHALL BE INSTALLED WTH A
|VINIMUIil OF 2 FT OF LENGTH BELOW THE FROST LINE,
FOUNDATION REBAR
GROUNOING CONNECTION
GROUND TEST WELL
GROUND CABLE, BELOW
GROUND #4/O STRANDED
COPPER WITH 6OOV GREEN
CROSS-LINK POLYETHYLENE
(XLPE OR XHHW) INSULATION
GROUND CABLE, ABOVE
GROUND #2/O STRANDED
COPPER WITH 6OOV GREEN
CROSS_LINK POLYIIHYTENE
(XLPE OR XHHW) INSULATION
OR STRANDED BARE COPPER
GROUND TAP, #2/O COPPER
GREEN INSULATED
6, BEFORE INSTALLATION OF CONNECTORS, ALL CONTACT SURFACES
ARE TO BE CLEANED AND WRE BRUSHED. AFTER ERUSHING,
APPLY "OPENER A,' (BURNDY OR EOUAL) TO ALL CONTACT
SURFACES, MANUFACTURER,S INSTALLATION RECON,IMENDATIONS
ARE TO BE FOLLOWED.
7, ALL METAL RACEWAYS & NON CURRENT_CARRYING METAL PARTS
OF FIXED OR PORTABLE EQUIPI/ENT, REGARDLESS OF VOLTAGE,
SHALL EE GROUNDED BY AN INSULATED COPPIR CONDUCTOR,
6, GROUNOING CONDUCTOR STUB'UPS THROUGH CONCREIE SHALL
BE ENCASED IN PVC SCHEDULE 80 CONDUIT.
9, CONNECTIONS FOR TAP CONDUCTORS SHALL BE MADE UTILIZING
BURNDY HYGROUND COMPRESSION CONNECTOR SYSTE[,4 INCLUDING
THE EMBOSSED COMPRESSION OUTPUT FORCE NUMBER OR EQUAL.
10, IilAXIMUM EARTH COUPLING IMPEDANCE IS TO BE 5 OHMS OR
LESS.
11, BEND IN ABOVE GRADE GROUNDING CONDUCTOR MUST BE ROUTTD
WITHOUT SHARP BENOS OR 90 DEG. ANGLES, AND MUST BE
APPROPR'ATELY PROTECTED FROM PHYSICAL DAMAGE USING PVC
CONDUITS WHERE NEEDED, SUCH AS WHERE EMERGING FROM
BELOW_GRADE.
12, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH ALL
GROUNDING MATERIALS SHOWN, AND NOT SHOWN ON THIS
DRAWING, INCLUDING GROUND CONDUCTORS, GROUND ROOS, PVC
SCHEDULE BO CONDUIT AND MISCELLANEOUS MATERIALS REQUIRED
TO COMPLIIE THE INSTALLATION IN ACCORDANCE WITH THE I-ATEST
VERSION OF THE NATIONAL ELECTRIC CODE NEC 250.
13, REFERENCE DRAWINGS WG-E22_O]O THRU WG'E22_012 FOR ALL
GROUNDING DITAILS.
14. CONTRACTOR TO LOCATE EXISTING GROUND GRID (GROUNDING
ELECTRODE) IN AREA \IHIREVER APPLICABLE AND TIE TO NEW
GROUNDING SYSTEM.
15. CONTRACTOR TO VERIFY ALL ON_SKID CONDUCTIVE EQUIPN,iENT, IF
AVAILABLE, IS BONDED TO SKID STRUCTURE,
16, THE ELECTRICAL CONTRACTOR SHALL PERFORM CONDUCTIVIT/
TESTS ON AIL FITIINGS, COUPLINGS, TERMINATIONS, AND BONDS
PRIOR TO COMPLFTING BACKFILL. ALL UNDERGROUND
CONNECTIONS SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE PRIOR TO EACKFILL.
17, AT THE COMPLFTION OF IHI PROJECT, THE ELECTRICAL
CONTRACTOR SHALL PERFORM FORMAL ELECTRICAL CONDUCTIVIry
TESTS, RECORO THOSE RESULTS, AND PROVIDE THE T/PED AND
DOCUT\,iENTED RTSULTS T0 THE OWNER'S REPRESENTATIVE FOR
THF OWNER,S RECOROS, THE OWNER'S REPRESENTATIVE SHALL
WITNESS THE RECORDING OF THE RESULTS.
18. GROUND ROOS SHALL BE DRIVEN 8Y HAND OR BY A POWER
DRIVFR TO A DEPTH TOP OF ROO 18,' BELOW FINISHED GRADE.
LOCATE THE GROUND RODS AT THE STRUCTURE'S CORNERS.
COOROINATE THE FINAL PTACEMENT OF THE GROUND RODS TO
AVOID CONFLICTS WITH THE FOOTING.
19, ALL GROUNDING AND BONDING CONDUCTORS SHALL BE ROUTED
ANO PROTECTED TO AVOID ANY PHYSICAL DAMAGE. ALL ROUND
RINGS AROUND PIPERACKS, STRUCTURES, TANKS, OR EQUIPMENT
SHALL BE PERMITTED TO BE INSTALLED IN BACKFILL FOR COLUMN
FOOIINGS AND FOUNDATIONS WALLS. THE GROUNO LOOPS SHALL
BE PTACED AT A MINIMUM OF 36_INCHES FROM THE OUTSIDE
BUILDING WALLS, THE GROUND RING SHALL BE INSTALLED WTH
SUFFICIENT SLACK SO THAT MOVEMENT DUE TO BACKFILLING OR
0t /08/18 JK TOIENCES5Moc# 174736 - HoT START INSTALLAIION
OMWNC NUMEIR UPOATE/AOOED NfW COMEUSOR os/11 /15 JK
WlLLlAl'/S FIELD SERVICES - PICEANCE BASIN
WHEELER GULCH COMPRESSOR STATION4
08/12/14 JKJTIfCI/MECH,/SAFETI UPGRAOE FHASE 2
07 /23/12 DEN CB2ISSUO CLITI{T IS.SUILT - FffiE I
IIE:
ELECTRICAL
GROUNT]ING PLOT PLAN
r3M
THIS DMWNG IS IHE
PROPFffi OF WILUNS
NO 15 NOT TO 8E US€O FOF
NY PURPOSE OTHER frAN
IHAT FOR I/IHICH II IS
SPECIFICALLY FURNISHEO,
flEVs€O ISSUED FOR CONSTNUCNON 10/t5/t1
o6/ 16/23 LilL TH 3/32":1'-o"08/D5/11LM 66lOCf U|/C2J6{19 - lA sNt}l ff6 7 CS{trtXSOl - 6sutD Fffi c0tl$Rrll0lOLD DRAWNG NUMBER |lic-EL-400
DATE BY CKREV,DESCRIPTIONORICINAL DRA\{INGS BY sE, tNc.wc-E22 00110F1
Fdited Bv: LORI.NCASER
Jun 13,'202J - l0:55om
wittffisG-17IY
WILLIAMS FIELD EiERVItrES
-PItrEANtrE BAEiIN-
CUTS:
NGLES:
WELD ASS'Y:
x1 /a"
il /2"
x1/ 4'
RFFERENCE DRAWINGS AND INFORMATION
O|I
-L
I
I
r
I
I
I
COMPRESSOR
OIL TANKSLI
--l----.-'"..-- I -o a a o l'-q,IIlI
r{-t
E/W.0+00'{'--J-I 1
I
I
I
I
I
I
I
I
I
I
J
--&----
tr
METER
E.0+m'{"----&---
I_J_.
-----*----*----r-:
-+---t L
WO MAIN
GROUNDGRID
(IYPICAL)
#z0rAP
(ryPCAL)
I(.).Y rF-rI
I
1------.t
I*{
COMBUSTOR
E. 1 +00'{'"l
I
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INLET
SEPAMTOR
aI
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ORIPTANKII{I
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D1 ANO
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ril
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BUILDING
EXHAUST FAN
CONTACTOR PANEL
GC
BUILDING
ENURGEDVIS
NEW
COMPRESSOR
EUItnING
IA COMPRE$OREUILOING
owc. wG.E22&2
METER
SKID
a*
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TK3O6
CONNN$TE
TAJ\K
I,
III
IANK
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TKAOT
CONDENSATE
3'CORRUGATEO
STEEL CONTAINMENT
RING
06116123DATE:
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IOLEMNCES WILLIAIVS FIELD SERVICES - P
JANGLES COMPRESSOR
ICEANCE BASIN
STATION
ELECTRICAL AREA PLAN
ENLARGED VIEW IA COMPRESSOR BUILDING GROUNDING
THIS ORAWNC IS THE
PROPERI/ OF WI.I]AI,IS
ANO IS NOT TO 8E USEO FOF
ANY PURPOSE OTHER THAI{
THAT FOR WHICH IT IS
SPFCIFICAIIY FURNISHEO-
/0c, ljl/c2J6{09 - t sYslr}/ Rfc 7 c0lvEfissl - lssrfll roR m{slnUcll0il 06/ 16/2J LML rH LML s/4":1'-o"o04/03/230OLD DMWNG NUMBER
BY CKREV.DESCRIPTION DATEORICINAL DRAWNCS SY 10Fl wG-822-OO2
+1 /8"
*.1 /2"
CUTS:
l\,l{GLES:
WELD A55,Y:
Fdited Bv: LORI.WCffiR
Jun 13,'202J - 10:56om
witti#sev
WILLIAMS FIELD gERVItrES
-PItrEANtrE BAsiIN.RryISIONS
LEGEND AND SYMBOLS
SY|\/BOL DESCRIPTION
a
o
@
I
o
GROUND ROD
FOUNDATION REBAR
GROUNDING CONNECTION
GROUND TEST WELL
CONNECTION AT THE EOUIPMENT
CONNECTION AT THE GROUND GRID
DRAWING LIMITS. NO MATCH DWG.GROUND CABLE, BELOW
GROUND #4/O STRANDED
COPPER WITH 6OOV GREEN
CROSS_LINK POLYTTHYLENE
(XLPE oR XHHW) INSULATION
GROUND CA8LE, ABOVE
r TIE TO EXISING
GROUNO ffi II
GROUND
COPPER
#2/0
WITH
STRANDED
6OOV GREEN
TIE TO EXISTING
CROUNO SYSTEM
CROSS'LINK POLYTTHYLENE
(XLPE OR XHHW) INSULATION
OR STRANDEO BARE COPPER
GROUND TAP, #2/O COPPER
GREEN INSULATED
1
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L J
DRAWING LIMITS. NO MATGH DWG.
ENLARGED
VIEW
tn compREssoR BUtLDtNG
5'
scALE: J/4'=1'-0'
9oo
COMPRESSOR
EUILDINGSKID
e
o o
I
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v.650
D-RY AIR
RECEIVER
ffi]l]t
o
s o0o
od16123OAlE:
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NTSTHIS DWG,
NOTE:
THIS OFIAJL V/AS TAKEN FROM WILLIAMS DMWING SD 822.001, DEIA]L'5,'
GROUND ROD IRREVERSIBLE
COMPRESSION FITTING DETAIL
NN PIAM
CROUNDINC ROO
LECEND SYI,,I8OL: @
s
s
RTTINC
(ELTMENT E}
FOR GIVN]ZEO
NTS
(sEE NorE 5)
(DviG. vJG-E22-oo1)
GENEBALtrO]IS
i
\ .z cnorrlorlc FIFCTR0DF sffis\,{srr ucno a sweoLs)
ROD TO 8E
PUCm
BESII)E MAIN
GROUNDINC
CONDUCTOR
NRI\tRSIETE COMPRESSIOil CONNICTOR
(BURNOY YGI-R29C58IN OR EAUAL)
FoR I/o oR 4/o coNDUcToR
(sEE c€NtRnL NorEs BEtoll)
-.--J
AtL 8€TOYI CRADE NON_CILV]AflIZEO STtrT OR
UNINSUI-AIED COPPIR SHAL BE COATEO WTH TITHER
SPRAY-oN: 'C0t0 GILVNIZING' PR00UCT ofi GLfiAL
I2OIA INSUTAT]NG AIKM RM EilAVEL
NOT USED
NIS
NOTE:
THIS OETAIL WAS TAKEN FROM WILUAMS DMWINC SO-E22_001, OETAIL ,,1"
GROUND ROD TEST WELL DETAIL
0F etrwt
LEGEND SYMEOL:
1
16T llfil HOUSING:
- ffitco T4t6c
TEST Wru HOUSING
(SUBJECI TO VEHICUW R\TRC):
- EF|C0 T1164
EROUNDING
(sEr
NTS
-(stt// (Dllc.
LTGENO & SY|IEOLS)
I1TCTROOE
EURNOY G4R6426,
ER|Co GC064
OR EAUAL
ATLOW SFACI FOR
CROUND]NG RESI5TNT TEST
CTMP LMP ATTACHMENI
- KUmff P65s
- URGER 362PS
FOfi GROUNDING
STNDMO OTTAIL
sEE 0Eillt 'cs'Nor€ 5)
$ic-E22-001)
- CHRIfi m8 BoX W/tl1xP6
6' EKENSION NO TOSR UO
- l{fictR 362PS21C|LS80
NOlE:
THIS DETA]L WAs TAKTN FROM WLUAMS OMTVING SD.E22-002, DETA]L '12''
lvo [lrNrMUM
(sEE NOIE 1)
FOUNDATION REBAR DETAIL
(SEe GENEML NOTES EELOIV)
IF R€OUIRTD, EXIIND TO
SKID, 8UIITING OR EOUIPHO{I
a2z
MS
s['lElls
GENERAL NO]ES
BURNDY YCF2g_2N
Y6HA
PITTE
S.S. MACHINE BOLT
& LOC( vlNHMS
BURNDY YGHP-C
COMPRESSION
CONNFCTOR AfrACHEO
T0 L0\lits
OUTTRUOST REBM
I" PVC SCHEDULE 10
CONOUIT ATTACHM TO
FOUNDAI]ON
CONCREIE OMIMD
FoR Cttrtf/
R$,AN
TIP.
SECUfiE I,, Prc SCHIDUII 40 CONOUIT TO VEFNCI SIDE
OF CONCRIIE FOUNDA]ION AT A MINIIJUI\I OF TIIO
LOCATIONS WIIH CONDUtr CLA,VPS
(sEr LECTND & swBols) LEGEND SYMBOL,
coilPRtsstoN
TENMIMIS
(OR EOUAL)
NOT USED
NTS
NOT USED
NTS
THIS DITAIL WAS TMEN FROM WILUAMS OMWING SO_E22_001, D TAL ,,5,.
BURNDY''YGHC_C,, CONNECTOR OR EQUAL
+/a to 4/o I YGHC29C29@
4/O 70 #2 I
1/o ro 1/o YGHC26C26
1/O rO *2
ABOVE AND BELOW GRADE IRREVERSIBLE
GOMPRESSION FITTING GONNECTION DETAIL
LEGEN0 SYMBOL: I
NOTE:
\
>.
fl FCNODFJ
NTS
sr$ils (srE NorE 2)
GROUilDING
IRREVERSIELI COIIPRESSION
CONNECTOR BURNDY YGHC-C
OR EOUI
(sEE N0TE 7)
REFERENCE DRAWINGSNOTES
DRAWING Willffis"gv
WILLIAMS FIELD SERVICES - PICEANCE BASIN
WHEELER GULCH COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
GROUND ROD & WIRE CONNECTIONS
(SHEET 1 OF 3)
0 wtLLtAMS DWG rD (DOC. NO.)WILLIANIS
DWG. ID
REV:DRAWN BY:
[ffi[$9 wc-ezz-oro 0
REVISIONS
6
wG-E24-0 1 0
TOTERANCES WILLIAIVS FIELD SERVICES _ PICEANCE BASIN
WHEELER GULCH CON/PRESSOR STATION
ELECTRICAL
HEAT TRACE KEY PLAN
THIS ORAWING IS lHE
PROPERN OF WIUNS
AND IS NOT TO 8E USED FOR
NY PURPOSE OTHER THN
THAT TOR WHICH IT IS
SPECIFICAILY FURNISHED.
06/16/23 LML TH 1 "=20'-0"003/05/230vocl w()ff - rA sY$l]/ Rtc 7 ctrltxsroil - lss1rD FoR cotlslRlcllotl LML
OLO DRAWNG NUMBER
DATE BY CKDESCRIPTIONREV.ORICINAL DRAWNGS 8Y 10F1 wG-E24-01 0
Edited Bv: LOflI.WCAWR
Jun I8,'202J 5:01pf,WILLIAMS FIELD SERVIEES
-PItrEANtrE B,A,siIN-
WELD A55'Yl
cKs:
NGIFS:
+t/8'
+t /2"
REVISIONSIN
w.1+oo'g *
w- o+50'-o"-/
COMPRESSOR
OIL TANKS L-
gu_o+og:o"I
\
GENERATOR
PAD
\
\
.f-9iso':C" -=
I
t;
FL.;I lctt.,.#o CONDENSATE
I
t\TANKS Fo
@
IF
CORRUGATED STEEL
CONTAINMENT RING COMBUSTOR
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I CONDENSATE
DRIP TANK \_-I.
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0' 10' 20' 40' 60'=SCALE: 1" = 20'
FACILIry INFORMATION
C0UNTY: GAinED, Co
ELEVATIoN: s,5s1 FEET
LATITUDET Js 29'-16,74" N
LoNGiIUDE: 108 5'-4J.11" W
TRACE PLAN
NEW
AIR
COMPRESSOR
SUILDING
CLOUDING INDIGATES
NEW CONSTRUCTION
5
I
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DFSCRIPTION
OMWNG NUMBER:
wG-F24-O1 1
t lamhiFntsFn<inrftFmd4tat- nvant/Rav.henAW-1H
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t lirhrrd Fnd$.1klr- nv..r/t,v.h.m- F-lGl-A
mtlldwE $da. H'rr Tr'.4'hl. lf6rV..<.ll - nv.ntlR,v&.m - milRt-d
?< filRru $i.c c..rrn6 a:hl. 116r Din-l - nvaat/R.vrh.6 - ?Rrut-d5
6 1 lsmall PideAdaob.Kit- nvent/Ravcfiem -lBgSPA
7 2 llenk Adaotor {lt - nv€nt/Ravdem - 58-1GT
a 1 lAluminum TaDe - nvent/RaKhem - AT-180
6 lFlodd.TtrFdl.bel<-nvcnt/Rae.hem- m-€NGLISH
to , Icl,<<TrM - nvenr/br.hpm "fi-ffi
tl
Fdr Tetuiniti nr s.lf -n.!!latinc Gbles
TOLEMNCES WILLIAMS FIELD SERVICES . PICEANCE BASIN
WHEELER GULCH COIVIPRESSOR STATION
ItrLE:
ELECTRICAL AREA PLAN
IA COMPRESSOR BUILDING HFAT TRACE PLAN
THIS ORAWNG IS THE
PROP€Rfi OF VIILLIAA4S
AND IS NOT TO 8E USED FOF
ANY PURPOSS OTHER THN
THAT FOR WHICH IT IS
SPFCI'ICALLY FURNISHEO,
06/16/23 LML TH0Oq UilC2l6s - h ffitl/ ftG 7 CUIYtXSffi - Nm Fm Cilsmmoil LML 3/4':1'-o"04/03/23 0OU DRAWNG NUMBER
DATE SY CKRFVOESCRIPTIONORIGINAL DRA\{INCS BY 10F1
]MWNG NUMBES:
wG-t24-O1 1
Edited Bv: LoR|.NCASTIR
Jun lJ,'202J - l0:564m WILLIAMEi FIELD SERVItrEsi.PItrEANEE E'AsIN-
!1 /8'
+1 /2"
+1 /t
CfrS:
NGLESI
WELD ASS'Y:
FNCE
?d5B'
I
DRAWING LIMITS. NO MATCH DWG.r I HEAT TRAGE LEGEND
= AMC-IH AMEIINT SENSING
THERMOSTAT
@
Jl{
= P0WER CONNECTI0N Ktr
MULTIPLE CIRCUIT
= UGHTED INO SEAL
= ELECTFIC HEAT TFACE
= SBIE TAG
------------.?
= H0MERUN TO
POWER SUBPNEL
= coNnNUEs T0lFRoil
LOCI DEVICE/EQUIPMENT
I!o
t(,
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E'7
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tr
=-{o
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aA\ SEGTION
THIS oMWNG SCALI: NE
NOTES:
PP-J
HEAI TRACE OESIGN AJ{O CALCULATIONS ARE BASED ON
CALCIUM SILICAIE PIPE INSUTATION. IF OTH€R MATERIAL IS
USED FLEASE INFORM ENGINEER AS HEAT TRACE BILL OF
MATERIAL MAY BE DIFFERENT,
2. VESSEL HST TMCE INSAUTION MU T BE FOIOWED
CALCIUM SIUCAIE INSUIAI]ON ANO INSTA.L,ED AT A MINIMUM
LOWER HALF OF VESSEL HEIGHT.
1. 2,J. HEAT TRACE FOR INSIRUMEM A]R RECEIVER MUST COIflNUE
WRAPPING ROM ftE LOWER HAIf OF VESSEL OOWN TO
I/2'' DroN UNI ND ALL T}E WAY BACK TO THE EUIIOING
4. REER T0 lllLUALlS SPECIFICATIoNS 40 42 06C FoR HoT
INSULATION CONSTRUCT]ON SPECINCANON ND 40 42 O6E
FOR HOT SERVICE INSUU]ION ENCINE€RINc SPECINCATION.
5. AIR FECEIVER SKIRT HIODEN FOR CURIil.
$REFERENGE DRAwINGS!
COMPRESSOR
WG_E24_O1O - HEAT TMCE lT' PLAN
WG-E24_011 - IA COMPRESSOR 8UII,DING HFNT TRACE PLIN
WG-E24_013 HEAT TMCE SCHEDUIfS
WG_EJz_OOI _ HilT TilCE OSAILS
WG_EJz_OO2 _ H&T TilCE OflAILS
ail sEGTroN
J8-l
frlS 0RAWNG scALE: Nfs
NOTE 5
L TO PP_J Jr.-.r.r!-.
-'-'
r!-rrirt- rr-!l'
DRAWING LIMITS. NO MATGH DWG.
IA GOMPRESSOR BUILDING
HEAT TRACE PLAN
ffi
G€5OB--lA-
c€50A---lA-
COMPRESSOR
': i=!!t![t
!
i
DAIEr
SCALE: 3/4'=l'-0'
5'
3
D
E
F
G
G
6 10
AILL OF iIATERIAL
ow-OESCRIPTIONwG-E24-O12
AmbiEnt $nsins thermostd - nVent/Ravchem AMC-1H11
2 1 powerconnedion Kit lMuhiole CircuiB Connectionl - nVent/Ravchem -JBM-10GA
2 Uehted End Seal Klt - nvent/Ravchem- E-l(XlL-A
4 1 Powerconnedion Kit for a Slmle Connedion - nvent/Ravchem - IBS-10G1
lmfr Brusedes krttE.e ceble fforPloal- nvent/Ravchem -38W2-CT
Small Pipe AdaptorXit- nveilVRaychem -J8S-SPA
Fl.dd.Tmd l,bl( - nvFrt/Rrvd.n - f,l -FNGI ISH
6 1
Glf,.( Trne -.V.6r/l,vAFm -d-6
Pio€ SBao (forPioins) -.venvRavchem - PS394
SHoolncTool - nvent/Ravchem - stripoinr Tool ForTerminatinc Self-n€aulatlnaCables10I
TOIFffiCES WILLIAI/S FIELD SERVICES _ PICFANCE BASIN
WHEELER GULCH COIVPRESSOR STATION
lroi
ELECTRICAL
HEAT TRACE ROUTING DETAIL
,IHIS
ORAWNG IS BE
PROPIRII OF WLUffS
ND IS NOT TO BE USED FOR
NY PURPOSE OfrA frN
]HAT FOR WHICH tr IS
SPECIflMLY ruRNSHEO.
06/16/23 UL fr o0x$f wsffi - [ ffiB ntc 7 ffit - N0 m (M LML NTS 06/14/23
OLO DMSING NUil8ER
EY CKRry.DESCRIPTION OATE wc-F?+-o12
viili#sgv
WILLIAMEi FIELD SERVItrEE;
-PItrEANtrE BASIN-loFl
CUTS:
NCt-ES:
WEo Ass'Yl
+1 /E
*1 /2'
Edited 8y: Lonl.Nc$E8
ls 14,2023 - stzlpn
RF/ISIONS:FFRFNCF DRAWINGS AND INFORN,IATION
HEAT TRACE LEGEND
= AMC-1H Al,lElENT SINSING
IHERMOSIAT
J8S = P0WER C0NNECTI0N KIT
SINGLE CIRCUIT
@
H
= PoYIER C0NNECTIoN KIT
MULNPLE CIRCUT
= LIGHTTO END SEAL
= ELEcmlc HEAT TRACE
= CABLE TAG
----_?
= H0MERUN To
POWER SUSPANEL
= CoNTINUES TOIFRoM
LOCAL DEVCE/EQUIFMENT
= 3/4" TUEING EUNDLE
NOTES;
HEAT TRACE OESIGN AND CTICULATIONS ffiE BASEO ON
CALCIUM SIUCATE PIPE INSULAT]ON. OfrIR
MAT€fiIAl. IS USEO PLEASE INFORM ENGINIER AS HEAT
TMCI 8IIL OF MATERIAL MAY BE DIFFERENT,
2. REF€R T0 WutAlJS SPICIflCAT|0NS 40 42 06C FoR
HOT INSULATION CONSTRUC]ION SPECIRCATION ANO 40
42 O6E FOR HOT SERVCE INSUTATION ENGINEEFING
SPECIRCATION,
REFERENCE DRAWINGS:
WG-E24.OIO _ HFAI TRACE KE/ PTIJ{
WG_E24-O1I . HEAT TRACE PN
WG_824-012 . HEAT TMCE flOUING DflAL
WG_E24_013 - HEAT TRACE SCHEDULES
WC_EJ2-OO1 HEAT TRACE DETAILS
WC_E32-OO2 . HSI TRACE DETAILS
sEc. 003
HT3
TYPICAL/I\ DETAIL
\J) scAE: NTs
I ^-^I 5LL.
I
1
004
-'----7-6-l
wG-E -001
FACILITY INFORMATION
coUNTY: GARFIELD, CO
ELEVATIoN: 5,288 FEET
LATITUDE: 39"28'06.32" N
LONGITUDE; 108'05'12,32" W
!'rr--'-
T/PICAL
06116123DAlE:
6
5
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7
wG-E24-01 3
T0Lffic6 WILLIAMS TIELD SLRVICLS _ PICLANCE BASIN
WHEELER GULCH COIiPRESSOR STATION
HEAT
ELECTRICAL
TRACE SCHEDULES
THIS DRAWNG IS THI
PROPEffi OF WtrINS
ND IS NOT TO BE US€O FOR
NY PURPOSE ofrffi fiN
THAT FOR TIHICH IT IS
SPICINruLY FURNISHEO,
016/16/23 WT ft tMt NONE 01 /27/230ttrlw${m hffi ffi 7c(IW{ lwDfmcsffiOLD DM{ING NUMETR
DATE AY CK1EV.DESCRIPTIONORIGINI D&WN6 BY WG'E24_O 1 JI OF1
cu6:
NCLESI
wE0 6s'Y:
t1 /8'
t1 /2'
Edited By: LOFI.WCASEF
Jun 1J,202J - lo:5tom WILLIAMSi FIELD SERVIEEE;
-PItrEANtrE BASIN-
AND
PIPING LINE NUMBER SECTION CABLE WPE POWER CONNECTION KIT TEE LIGHTED END SEAL FOOTAGE PARALLEL RUNS TOTAL FOOTAGE NOTES
HTI-AIR DISTRIBUTION LINE 00L 3BTV2-CT JBM-1OO-A X 25 L 25
HT2-t/A RECETVER 002 2OQTVR2.CT (AS JBM-100-4) ABOVE X 70 L 70
AtR D|STRIBUTION LINE & l/A RECEIVER - 32 DEG F FREEZE PROTECTION
crRcurrrorAl (FT)95
3BTV2-CT REQUIRED (FT) 25
2oQTVR2-CT REQUIRED (FT) 70
CIRCUIT 30A
TOTALWATTAGE 1.89 KW
STARTUP CURRENT l_0.84
OPERATING CURRENT 7.LA
PANEL PP-3
CIRCUIT NUMBER 13,15
c
E
E
F
F
G
c
7 10
5
B =
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