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TOLERACES _ PICEANCE BASIN
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SFIELD ESERVIC
COMPRCULCH
ELECTRICAL
DRAWING INDEX
AY PURPOSE OfrM M
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WILLIAMS FIELD EiERVICEEi.PItrEANtrE EASIN-
Fdited & LORI.NNER
Jun lJ.'202J - l0r2lam
CUSI
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WELD AS'Y:
11 /8'
!1 /2'
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WILLIAMS FIELD SERVIGES
HAYES GULGH GOMPRESSOR STATION
ELEGTRIGAL PAGKACE I ISSUED FOR CONSTRUGTION
DWG. NUMBER REV DRAWING TITLE
HG-t00-00 1 0 ELECTRICAL _ DRAWING INDEX
HG-E0'1 -001 5 ELECTRICAL PLOT PLAN _ ELECTRICAL AREA CLASSIFICATION
HG-E09-00 1 4 ELECTRICAL PANEL SCHIDULE _ PP_1
HG-E09-002 0 ELECTRICAL _ PANEL SCHEDULE PP_2
HG-E1 0-001 J ELECTRICAL _ ONE LINE DIAGRAM
HG-E1 3-001 J ELECTRICAL PLOT PLAN _ CONDUIT PLAN
HG-E1 3-01 0 0 ELECTRICAL _ CABLE SCHEDULT
HG-E22-001 +SITE GROUNDING PLAN
HG-t22-002 0 ILECIRICAL AREA PLAN ENLARGED EW IA C0N,tPRESS0R BU ILDING GROU NDI NG
HG-E22-01 0 0 ELECTRICAL _ GROUNDING D TALS
HG-E22*011 0 ELECTRICAL _ GROUNDING D TALS
HG-E22-012 0 ELECTRICAL _ GROUNDING DIIAILS
HG-E24-01 0 0 ELECTRICAL _ HEAT TRACE KEY PLAN
Hc-E24-01 1 0 ELECTRI CAL AREA PLAN IA COMPRESSOR BU LDIN G H EAT TRAC E PLAN
HG-E24-01 3 0 ELECTRICAL _ HEAT TRACE SCHEDULES
HG-t32-001 0 ELECTRICAL H EAT TRAC E DfrAI LS SH Eil 1 0 F 2
HG-t32-002 0 ILECTRICAL _ HEAT TRACE Dfl"AILS _ SHEfI 2 OF 2
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8E RTPKEO Wffi NEW SOUN€ O NQ PNtLBOffiO OUE
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VOLTS, L.L
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AMPS
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(sEE DRAWING NOTE L & 2)SURFACE
200
225
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HAYES PP-1 (NEW)
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LOADPHASEBREAKERBREAKERLOAD {VA
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DEsCRIPTION
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L NTROL BLDG. RECP. #2KI20360211I20R360NTROL BLDG, RECEP. #1
700 o43I2500o BATTERY CHARGER
o20
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13
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LM1400a1611550015LPRESSOR BLDG. LIGHT SW'S COMPRESSOR BLDG, FAN'A'
LM20
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7
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M140024I23500L
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PRESSOR BLDG. FAN 'C'
L40026
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25L500COMPRESSOR BLDG. LIGHTS BANK'B'
o14ff)t 2827350L NK FARM/DRIP PIPIN6 HEATTRACE *
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o1.:t34934
2 t25
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1800oBUILDING HEATER
R AT DRIP PIPIREC36020a135135260015oSUCTION SCRUBBER HEAT TRACE o HEAT BI.ANKFT & SAMPLETUBE201000z38L1372a15o200VALVE SKID HEATTRACE
250 oa4013912s030oALVE SKID PIPING HEATTRACE
R
K FARM HEATTRACE
2507
42
z 2A
4t 2 a201250oMVS METER HEATTRACE
2ffi29208597zLO7250
27W928059
193.75 AMPS46s00.40 vAPANEL DEMAND LOAD:
suB-TorALs (vA)
(VA)Ls
CONNECTED LOAD (VA}:
DEMAND
LOAD
CONN
LOAD FACTOR
uo-
FPANELDEMAND CALCS
3787t4107A%LLIGHTING LOAD
5600LOU/oM5600L MOTOR LOAD (Exc
7Oo/o 679R974GEN REC LOAD
w%32934.4o4r.168OTHER LOAD
3500LM?800125% LARGEST MOTOR LOAD
46500.4AL LOAD (VA)55948
1) GFCI Breaker (5mA SensitivitY)
GFEP Breaker {3OnA SensitivitY}
,.DRIP PIPING HEATTRACE" ON CKT #32 & #34 WILL BE COMBINED WITH "TANK HEATTRACE" ON CKT #28 & #30' NEW CKT f32 & f34 (1254 BREAKER) WILL BE DESIGNED FOR SUB-PANEL
FEEDER PP.2IN NEW INSTRUMENT AIR BUITDING A5 SHOWN
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LML il06/16/2J0r0f wsil+ - h ffi trG 7 ctrm{il - lsm Ffr ffi
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HC-E09-@1 SAES CULCH PNEL SCHOUL€ PP-I
wittffisgv
LML
s
HG-E09 -002
0NONEi2/28/22
WILLIAMEi FIELD SERVIBES
-PItrEANtrE BAE;IN-
ELECTRICAL
PANEL SCHEDULE PP_2
Ediled &: LoRl.NcffiR
Jun 18. 202J 2illpm
tt /a'
11 /2'
cffi:
NG[Sl
WELO ASS,YI
SIONS
LOCATION:
MOUNTING:
GROUND BUS:
NEUTRAL BUSI
VOLTAGE:
MAIN:
BUS:
AIC RATING:
VOLTS, L-L
AMPS
AMPS
KAIC
HAYES GULCH PP.2PANEL:
(sEE DRAWING NOTE 1, 2)
COPPER
AMPS
t25
t25
22t253 WIRE
240 /120I/A COMPRESOR BLDG
SURFACE
LOAD (VBREAKERPBREAKERLOAD
sB
trjo-
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DESCRIPTIONvlo-
0AB
vttrJFoz
F\Z(J
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F
DESCRIPTION
LM395821aM3958
3958 LM
6508 AIR COMPRESSOR #2 MOTOR40
a 4
2402
33968MC-650A AIR COMPRESSOR #1 MOTOR
L BUILDING LIGHT120240a620t550oDAMPER-01
L200 o C.65OA HEATTRACE. GFEP120a28201750oDAMPER-02 C-5508 HEAT TRACE - GFEPo120tzwa2102019o518BUILDING FAN & LOUVER#1-o ANCILL. POWER360t21zo11I518201oBUILDING FAN & LOUVER #2 o141s0013ao!n5
o BUILDING HEATER
1500a16
2 302
15
2q)5 30
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t/A RECEIVER & DISCHARGE AIR LINE
HEATTRACE - GFEP
SPACE1817aPACE
SPACEa2019SPACE
SPACEa222LSPACE
PACE2423ISPACE
702859085Mt5441
1246912349
DEMAND
LOAD
ttlo-
F
CONN
LOAD FACTORPANEL DEMAND CALCS
192L24080%LIGHTING tOAD
7Wo 7936M7936AL MOTOR LOAD Exc La
700%0R0TOTAL GEN REC LOAD
tOffy'o 8706o8706TOTALOTHER LOAD
9920LM7935125% LARGEST MOTOR LOAD
tll.48
TOTAL LOAD (VA)2675424818
248L8.00
26754.ffi
suB-roTALS (VA)
to3.4t
suB-TorALs (vA)
TOTAL CONN ECTED LOAD (VA)AMPS
AMPS
VA
VA
TOTAL PANEL CONN ECTED LOAD
TOTAL PAN EL DEMAN D LOAD:
1) GFCI Breaker (5mA SensitivitY)
2) GFEP Breaker (30mA Sensitivity)
1. This panelboard will be provided by
2. Electrical Contractor to install 30A 2-
Blackhawk Equipment corporation as part of l/A Building skid fabrication'
nt Prote Se nspole circuit breake r ckt # 13 & 15) with 30mA GFEP Ground Fault ut
16123oolDAI tr'
NOTES:
1. THIS PANELSOARD vlILL SE PROVIDED 8Y 8LACKHAWK EQUIPMENT CORPORATION AS PMT OF I/A
2.
BUILDING SKID FAsRICATION.
ELECIRICAL CONTMCTOR TO INSTALL JOA z_POLE CIRCUIT BREA(ER (CKT' #]J & 15) WTH
JOMA GF€P (GROUND FAULT EOUIFMEM PROT€CIOR) StrSITIVIfi'
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ONE LINE DIAGRAIVOUWNG NUMBER UPDAE
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CHARGER
254
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PLC UO
GD
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ROC{03
E-NET HUB
ESD
H20
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RADIO PANEL
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BATTERY BANK
(4) 300IVhr
INVERTER
120V,10
154
240/120VAC
125A MAIN
244tRCUtT
REFERTO
HU-E09{02
FOR PANEL
SCHEDULE
PP.2 BUILDINGAIR COM
UTILITY POWER
(xcEL)
CONTROL BUILDING
(EXISTTNG)
T-'l
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14.4kV,14
WMB POWER
1201240V,14
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03/13/13
05/to/12
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cus:
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FACILITY INFORMATION
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BE ROUTEO UNDERGROUND BETV\€EN fiE CON]ROL ROOM
dLCH MAIN PPI PANELSOARD, l25A CRCUIT EREAKER PP.2 (STACKHAWK
FURNSHED PANELBOARD)12O24OVAC PP-2 LOCATED N NTRUMENTAR BUI-D}'IG 72 !'l 1-12 RGS THE NEW NSIRUMENT AIR SUT-DiNG
0 P-PP1-32,34 PP-1 fi32 & #34 LOCATED 8{ CONTROL ROOM
0 (ltTl, 2)v-650AR RECEMER WT 120n40vAc PP.2
I 2O'24OVAC PP-2, 3OA C RCUT SREAKER C KT ff 3, #1 5 LOCATED N
NsnnlENTAR BUL0NG - AIR RECEVER HEATTRACE
HEAT TRACE COMPONENT
AMC
HEAT TMCE C OMPONENT AMBENT SENS NG THERMOSTAT
CONTROLS
xHlrw-2 6o0v, (3) 1c #10 (1) trc #1o
GND N 1' RGS
SKONITE TYPE XHH$2 6mV (3) W(l/C)
| 12-31-31 51 (BLK) W41/C) 1 1231-31 53
IRED) W( 1/C) 1 1 2-31-3152 (WrD AND
lr/c) r12313154 (GN) GND OR EO{JALS
4 (0.'18") + 1
(o.18')
SE RflTED FROM PP3 PANELBOARD INSDE !AALDGTO
HMT RCE COMPONENT
06116123DAlE:
NOTES:
1. SHOWN CABLE LENGTHS ARE ESTIMATEO AND SHIII 8E VERIflED 8Y INSTALLER IN NELI)'
CAELES SHALL NO] 9E OROERED PRE_CUT TO SHOWN LENGfrS.
G
9
G
3. GROUND CABLE TO EOUIPMENT, SUPPORTS, AND-STEEL SHAI L BE_'
CNTTru INSULATED, OF SIZE NOTED ON DRAWNGS'
4. ALL GROUNDING CONDUCTORS SHALL BE STRANDED COPPER WTH'
CnEErl 600v usE RHH-RHw RATED xHHw (xLPE) INSULATIoN'
5. GROUND RoDS SHALL BE 5/8" DIAMITER x 8-FT LONG, HOT-
oiiFEo-cnLvANlzED sTEEL,'AND sHALL BE INSTALLED wTH A
r',TIIIII'IUU OT 2 FT OF LENGTH BELOW INE FROST LINE.
BEFORE INSTALLATION OF CONNECTORS, ALL CONTA_CT SURFACES
iniio bi iiinruED AND wRE BRUSHED. AFTER BRUSHING,
npFrv "oprrurn A" (BURNDY oR TQUAL) T0 ALL coNTACT
sunincgs. t,rerurnbruRrR's INSTALLATIoN REcoMMENDATI0NS
ARE TO BE FOLLOWED.
ALL MilAL MCEWAYS & NON CURRENT-CARRYING MET4lf4tsTS
ijirxrobn poRrnsle EQUIPMENT' REGARDLESS -0-F -Y9LI49E'iHaLL aE cnoul.roro BY AN INSULATED coPPER coNDUCToR'
GROUNDING CONDUCTOR STUB-UPS THROUGH CONCRIIE SHALL
BI ENCASED IN PVC SCHEDULE 80 CONDUIT.
CONNECTTONS FOR TAP CONDUCTORS SHALL BE MADE UTIIZIIIG-.
au iilioi n-ibnouub Cotu pnEsstot't coNN ECToR SYSTEM lNc L-u-DING
iHi EuaoiiED-cot'liRrsstou ouTPUr FoRCE NUMBER 0R EQUAL'
COORDINATE THE FINAL PLACEMENT OF THE GROUND RODS TO
AVOID CONFLICTS WITH THE FOOTING.
19. ALL GROUNDING AND BONDING CONDUCTORS SHALL BE ROUTED-' llrb pnoiEcrED TO AVOTD ANY PHYSIcAL DAMAGE. ALL RoUND
niru-cs nnouruo PIPERACKS, STRUcTURES, TANKS, 0R EQUIPMENT
sieLl at pERMITTED to sr tNlstnLLro lN BACKFILL FoR coLUMN
iooituc5 AND FoUNDATIoNS wALLS. THE GRoUND LooPS, sHALL
bi fiecro AT A MINIMUM oF Jo-INCHES FRoM THE o-u-TSIDE
aDtLotNG-wALrs. THE GRoUND RING sHALL BE INSTALI-ED wlTH
SuritCLrnr sLACK s0 THAT MovEMENT DUE T0 BACKFILLING 0R
SOIL MOVEMENI WILL NOT STRESS CABLE.
8.1]. REFERENCE DRAWINGS HG_E22-O1O THRU HG-E22-012 FOR ALL 18' GROUND RODS SHALL BE DRIVEN BY HAND OR BY A POWER
GROUNDING DIIAILS. DRIVER TO A DEPTH IOP OF ROD '18,, BELOW FINISHED GRADE.
LOCATE THE GROUND RODS AT THE STRUCTURE'S CORNERS.
14. CONTRACTOR TO LOCATE EXISTING GROUND GRID (GROUNDING
ELECTRODE) IN AREA WHEREVER APPLICABLE AND TIE TO NEW
GROUNDING SYSTEM.
15. CONTRACTOR TO VERIFY ALL ON_SKID CONDUCTIVE EQUIPMENT, IF-
AVAILABLE, IS BONDED TO SKID STRUCTURE.
HG-822-OO1 NOTES:
1. ALL GROUNDING SHALL Bt INSTALLED ACCORDING TO- ]HE -
inburlbrIC-irar.rs, ruE ELECTRIcAL DETAILS, AND wL-LIAMS
ciioutiDiNc svsfrrls DESIGN sPEclFlcATloNS' THE
-G-RouNDINGiuo-soNotttc sYSTEM sHALL coMPLY wTH NEC 15-0 {NP-,
iil iiniieo e-ccbnotlt c ro Rrcoct'tt zED INDUSTRY sr4!!?4F.DS'
iiri" iltilir'ini cbNTRAcToR sHALL FURNISH AND INSTALL ALL
ailow cnnor AND ABOVE GRADE coMPoNENTS AND
TERMINATIONS.
DUE TO THE UNIQUE PHYSICAL STRUCTURE OF ]HE SITE AND THE 6'
isSocilrro EQutpt'tErur, PRIoR T0 coNSTRUcnoN, tlq - .. ^^'ioNiRiCroR sHArltirlo coonotuATE ALL UNDERGRoUND woRK'
iil noUrrnc oF THE UNDERGROUND GROUNDING/BoNDING
COUNTERPOISE AND CONDUCTORS. THE DEPTH OF THE
COTIOUCTONS, THE PIPERACK,/SIRUCTURE PENETRATIONS, AND
iil nruni rouiiurur rocnion AND coNNECTIoNS I0 4v-01! - 7
riiio'ibnrLrili nno conrucrs wrH oTHER TRADES REFER T0
iir?irvl sinucrunlL nruo vENDOR DRAwlNcs FoR ADDITIoNAL
INFORMATION.
9.
10. MMIMUM EARTH COUPLING IMPEDANCE IS TO BE 5 OHMS OR
LESS.
12
2.
11. BEND tN AB0VE GRADE GR0UND|NG CONDUCTOR MUST BE_ROUTED 16. THE ELECTRTCAL OoNTRACTOR SHALL PERFORM cONDUcTlVlry
'orTH.ur sHARp BENDS oR 60"'011.-nnciEl,-luo1u91 qr '" il5rs ol nLL FrrTrNGS, couplrNcs, TERV11i|l0-ry.s,, AND BONDS
AppROpRtATELy pROTEcTED Fnov-piriiicnt-bnuncr uswc_ pvc pnron io coMpLErrNc sacxn*,_lll^..u1.?!Rg5,gylp
ibru'riulrs wrlrnr lttEoro, sucH AS *HERE EMERGING FR.M ..NNECTI'NS
'HALL
BE APPR.'ED BY THE
'*NER
S
aErow-cRnoE.REPRESENTAT|VEPRIORT0BACKFILL.
THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH ALL
cn-ouruottle uAirnlALS sHowN, AND NoT sHowN 0N THls- - ^
oir'nriir.r-C. truituoitlc cnouruo coNDUCToRS, cRouND RoDS, PVc
siiiibiiiE s0 cbuour mo MIScELLANEOUS MATERIALS REQUIREI
io"aoMFlni rltl lttsrelrmoru lN AccoRDANcE wlTH THE LATEST
vEniroru or THE NATIoNAL ELECTRIc coDE NEc 250'
17. AT THE COMPLIIION OF THE PROJECT, THE ELECTRICAL^ ^-" ibuiAicion SHAI prnronu FORMAL ELECTRIcAI coN-DUCTIvIIY
iiiis, hrCono iHosr REsuus, AND.PRovlD! THE-I/-P-ED-IND
ooiuurrlrro RESULTS TO THE owNER's REPRESENTATIvE FoR
THE OWNER'S RECORDS, THE OWNER,S REPRESENTATIVE SHALL
WITNESS THE RECORDING OF THE RESULTS.B
B
a
2
I
w.1{504'
w 1+m'{'
w.0+50'{"
E.M.0+004'
F 0+50{'
ACCESS ROAD
PUNT ACCESS ROAD
---a
ACCESS
)
115'28'30'
GEODETIC
I
I
II*
C
c
D
D
E
E
-Y
CONTROT
ROOM
COMPRESSOR
BIJILOING
GAMGE
I
I
I
T
ItII
GROUND CONNECTION
I
l
I
T
I.t
I
l
I
I
MN MTE
TO EUILDING
TOVESSEL
GROUND CONNECTIONTO
COMPRESSOR
GROUND ROD
@
ENGINEOIL
STORAGE
GROUND Cd{NECTION
TOBUTLDINg
STRUCTURE
F
AG PIPE,
HATTMCE,
RECEPTACLE
I
I
F
-1Tr
I
rl
I
rl
Ll
I
A;.r7-rry
METER SKIO
t.I
II
I .H
.Hu
FO
?br----zid-T-r . \Ll./ t: _I_IFilftA
liryg
-----
I
GROUNDING
TRAD
ttIItII
lr Flr.-ta -F4-.-l
--+--{-
GROUND ROD
FOUNDATION REBAR
GROUNDING CONNECTION
GROUND TEST WELL
CONNECTION AT THE EQUIPMENT
CONNECTION AT THE GROUND GRID
GROUND CABIE, BELOW
GROUND #4/O STMNDED
COPPER WITH 6OOV GREEN
CROSS_LINK POLYIIHYLENE
(XIPE OR XHHW) INSULATION
GROUND CABLE, ABOVE
GROUND #2/O STMNDED
COPPER WITH 6OOV GREEN
CROSS-LINK POLYIIHYLENE
(XLPE OR XHHW) INSUI-ATION
OR STMNDED BARE COPPER
GROUND TAP, #2/O COPPER
GREEN INSULATED
DESCRIPTION
a
LEGEND AND SYMBOLS
SYMBOL
a
o
@
I
o
F
F
G
/16/2:Iocl ullc23ill+ - [ SrSII]I RtC 7 Co[*Xslotl - lssuE)MR MNSIRUCIION4
r$6ft-
WILLIAMS FIELD SERVICFS
HAYES' GULCH COMPRESSOR STATIONLML
JK
TH
DRAWING NUMBER UPDATE3
GG CBISSUED AS BUILDING COMPLMON2
GG CB
SITT GROUNDING PLAN
ISSUEO AS BUILT PHASE 11
THIS DRAWINC IS THE
PROPERTY OF WLLIAMS
AND IS NOT TO BE
USED FOR AI.{Y PUR_
POSE OTHER THAN
THAT FOR WHICH IT IS
SPECIFICALLY FURNISHED.GG ca0ISSUED FOR CONSTRUCNON
IsgLE IDATE
I r"=zo'-0" I oaloaToa 4
c8ISSUED FOR DESIGN
HG-EG-Oo1 - SE, lNC.
BY CKDATEREV.DESCRIPTIONDESCRIPTIONDWG NUMBER
E. l+00,{"
Edited bv: LoRI.LANCASIER
Jun 1J.'202J - 4:42Pm WILLIAMS PRODUCTION RMT COMPANY 10F1 HG_E22_OO1
HG-E22-OO2
TOLERTJ{CES
rMPNY/FACIUft:-- "'i'i'ilLnMs trELD sERvlcts - PIcEANCE BASIN
HAYES GULCH COMPRESSOR STATION
ENLARGED VIEW IA COI/PRESSOR BUILDING GROUNDING
ME:
ELECTRICAL ARFA PLAN
lssuflr FoR CollslRrl[illJtr236{t{ - lA S'.l$t}l Rtc 7 collfRsl0l
THIS DMWNG IS THE
PROPERIY OF WLUAI1S
AND IS NOT TO 8E USEO FOR
ANY PURPOS€ OIHER THN
THAT FOR WHICH IT IS
SPECIFICALLY FURNISHED.
0
3/4"=1'-0"
JCAE:
I o+1or1z,IML
LML ]H
0
HG-E22-OO2
vPRow0 tr:
lNo
REa o:iHEfl NUMULRI
10F 1
WILLIAMS FIELD EiERVItrE9
-PICEANtrE BAEiIN-
Edited Bv: L0RI.WSSER
Jun I3.'2021 - 414lPm
!1 /8"
*1/2"
CUTSI
NGLES:
WEI,D ASS,Y:
SY CKOATEDFSCRIPTION
OIT DMWNG NUMBER
ORAWNGS 8Y
LEGEND AND SYMBOLS
DRAWING LIMITS - NO MATGH DWG.SYI\/BO L DESCRIPTION
-1 a
o
@
I
a
GROUND ROD
TfP.l
I
l
I
l
I
I
I
I
l
I
l
I
I
I
!otV
IEi6
TF
l=rotilol=rllo
tltor'
I
l
T
I
t
I
l
I
I
I
T
I
I
I
T
FOUNOATION REBAR
GROUNDING CONNECTION
GROUND TEST WELLPUNT
CONNECTION AT THE EQUIPMENT
CONNECTION AT THE GROUNO GRID
GROUND CABLE, BELOW
GROUND #4/O STRANDED
COPPER WITH 6OOV GREEN
CROSS_LINK POLYflHYLENE
(XLPE OR XHHW) INSULATION
GROUND CABLE, ABOVE
115"28$'
GEODETIC
GROUND
COPPER
#2/0
!VITH
STRANDED
6OOV GREEN
I
CROSS_LINK POLYETHYLENE
(XLPE OR XHHW) INSULATION
OR STMNOED BARE COPPER
GROUND TAP, #2/O COPPER
GREEN INSULATED
(,
=o
I()
F
E
0z
!
o
E
=J
(9z
=ta
l
T
l
T
ENLARGED iTvtEw
NE TO EXISIING
GROUNO SYSiIEM
IA COMPRESSOR BUILDING llE r0 ExsnNc
GROUNO SYSTEM
5'
scALEr J/4'=1'-0'
o
oo
v650
o]rAR
RECEIWR
o
o
G.650A---lA-
COIPRESSOR
s
o
o
PP-2
COMPRESSOR
BUILOINGSXID
-t----r--
ta-ar-
DRAWING LIMITS. NO MATGH DWG.
J
=
c
E
F
F
F
G
G
NOT USED
NTS
ilIS DEIAIL WAS TAKEN FROM WLLIAMS DMWNG 50_822-001, DETA]L .5''
GROUND ROD IRREVERSIBLE
GOMPRESSION FITTING DETAIL
M PUTM
GROUNOING ROD
I
\ rcnounDrNc ftIClRo0E sYslljts
\-(sEE LEcEilo & sYttsoLs)
LEGEND SYMBOL: Q
NOTE:
\
s
s
fIMNG
(ErMENr B)
roR ctvNtzto
NTS
(stE NoTE 5)
(D!rG, HG-E22-00l)MD TO EE
PUCm
EESIOE IIAIN
CROUNDII]C
CONOUCTOR
GENERAL NOTTS
. AIL 8EL0Y{ GRADE N0N-CALVNIZEo SrEEL 0R
UNINSULATEO COPPER SHAII 8E COAIEO WITH T{TI]EF
SPRAY-0N: 'C010 eALVAllZlNc' PRoDUCT 0R GLYmAt
I2O1A INSULATING AI{YD 8II ENAIIIL
IRREIERSIBLT COMPRESSION CONNICTOR
(suRNoY Yclfizgc58rN oR EouAt)
FoR I/o oR 4/o coNoucmR
(SEE GENEro NOTES BELOIV)
NOT USED
NIS
THIS DETAIL WAS TMEN FROM WILUAMS OMWINC SD_E22-OO1' DITAIL ,,1'
GROUND ROD TEST WELL DETAIL
5 (sEE NorE s)
,/ (Dtrc HG E22-ool)
LEGENO SYMBOL:
NOIE
TOP
NIS
I
GROUilDING ETECTRODE
(sEt trcEND &
BURNOY G4R6426,
txtco Gc064
OR EqU[
ATLO\V SFACE FOR
GROUNOING RES TNT IEST
CHP LOOP ATIACHMENI
TESI SE L HOUSINC:
- mrco T116C- (UFLER P655_ MNCER 362PS
IEST lvIII flOUSING
(sueEcr To wHrcuw TMfRcl:
- tntco T1164
- cHRlfi m8 Box vF11xP6
6' EnENSI0N AllD F08R l-10
- ffiGER 362PS21C|LS80
FOR CROUNDING
STNOARD OETA]L
s€[ 0Erill t5'
NOT USED
NTS
NOIE
IHIS DETAIL WAS TAKEN FROM WLUAMS DMWNG SD_E22-AO2, OEfAIL "I2,,
IiINIl.iUM
NOTE 1]
FOUNDATION REBAR DETAIL
NTS
BURNOY
'9
2
z
LEGEND SYMBOL:
BURNDY YCF2S-zN
PI A[
ELTCIROOE SY51Tll5
:-5- UACHINE EOLT
& tocl( $sllERS
I'' PVC SCHEOULT 10
CONOUIT ATTACHEO TO
FOUNDATION
(sEE GgiEMt NoT[s EELovl)
BURNDY YCHP.C
COMPRESSION
CONNECTOR AIIACHEO
T0 L0wEsr
OUTIXMOST RTBIR
Rff,AR
ryP.
(sEE ITGEND & SfimLS)
GENERAL NOTES
. SECURE I' Frc SCHE0UIf 40 CoNoU|T T0 YEflTICAL SIDE
OF CONCRETE
'OUNOAI]ON
AT A I1INIMUM OF IIIO
LOCATIONS VJIIH CONOUII CLAI'IPS
coliPREssloN
TtxlilMLs
(0R E0utr)
IF REOUIRID, EKENO TO
SKID, 8UII.-OIIIG OR TOUIPIIEIII
CONCREIE O|IITIED
FOR CtlRff
NOT USED
NTS
NO'IE:
THIS DTTAIL WAs TAKEN FROM WILLIAMS ORAWING 5D_E22_001, OETAIL "5"
BURNDY ''YCHC_C" CONNECTOR OR EOUAL
YGHC23C29
4/O rO 1/O YGHC29C26
4/O rO #2 YGHUZ9UZ
1/O ro 1/O
1/A rO *2 YGHC26C2
ABOVE AND BELOW GRADE IRREVERSIBLE
GOMPRESSION FITTING GONNEGTION DETAIL
\-
)a-
fl FmoDF-
\
TAP
NTS
LEGEND SYMBOL: I
sYsrEls (sEE N0TE 2)
GROUNDING
IRRffi SIEL-€ COMPRESSION
CONNECTOR EURNOY Y6HC-C
0R [auA]-
(sE[ NoTE 7)
REFERENCE DRAWINGSNOTES
Rev.7
Rev.7 Willffis.gv
GARFIELD
WILLIAMS FIELD SERVICES - PICEANCE BASIN
HAYES GULCH COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
GROUND ROD & WIRE CONNECTIONS
(SHEET 1 OF 3)
REVTSION:12t26t22
TH W|LLTAMS DWG lD (DOC. NO.)WILLIAMS
DWG, ID0
BY:DATE REVISED:REV:0ftffi[$9 Hc-ezz-oto
REVISIONS
€
3
3
e
E
3
4
INSIDE VIEW
-lf
I
I
I
I
I
EOUIPMENT
GROUND 8tR
STUO
NOTE:
IHIS DETAIL WAS TAKEN FROM WILUAMS DMWING SO_E22_004, DETAL ,,29.,
flCLOSURE OR C,q8INff
METAT RACK
INTTRNTL
ll2 AwG
|$LATEO SIGMI
CROUNO 8IR
(8Y PNEL MFR}IO GROUNO
ON
CROUSE-HINDS
CG8 OR IQUA TO
CROUND
GRID PER
PLAN
SURNDY KC|T25
EULKHEM CONNECTOR
GENERAL NOTES
GROUNOING
(sEE
ETECIROI)E
#10 AWG FoR
#B AWG FOR
#6 AV{G FoR
#2 AVIG FoR
J/4" CoNDUTT
]" CONDUIT
1-rl2'coNDUrT
3"&4"LECEND &
}JEru RACK
TO GROUNOING EIICTROOE SfSTEIIS
(sEE ncEND & sYilBoLS)
GENERAL NOTES. JUNCTION BOX CONDUIT AND FIT]INGs SHOW\
NIAGRAMMATICALLY AND SHOULO NOT BE USED FOR
CONSTFUCTION,
ELEVATION
LEGEND SYMBOL: I LEGEN0 SYMBOL: I
GABINET OR ENGLOSURE RAGK MOUNTED
DETAIL (W SIGNAL REFERENCE GROUND BAR)
NOT USED TYPICAL JUNGTION BOX CONDUIT GROUNDING
NOT USED EG. PLG OR REMOTE I/O PANEL
NTS
NTS
NIS
HIXHEAD NUT & WASHIR BURNDY YCHA
2"
JUNCTION BOX WALL
FIELD WEM
N
GENERAL NOTES
1 - CONTRACTOR SHALL DRILL AND TAP HOLI FOR SERVIT POST AND APPLY COPPER COAT TO
THREADS.
2. CONTRACTOR SHALL ALSO CLEAN IVIIIAL UNDER SERVIT POST TO BARE IV1FTAL FOR
CONTINUITY.
J. WHEN THTCKNESS OF tilETAL BEING TAPPED PERN/ITS - LOCK WASHER AND,/OR NUT ON
BACKSIDE SHALL BE USID.
4, AFTER INSTALLATION CONTRACTOR SHALL ALSO PRII/ER AND PAINT TXPOSED N/ETAL.
5. ALL PARTS ARE "OR EQUAL,,.
EOUIPMENT
1,/4. frIcK URBON STE€L PUTE DRILL & TAP FOR APPROVEO SIZE LUG
OF LISTEO COMPRESSION DWICE
2"AURNOY YGHA
FIELD WED n
'
EOUIPMENT
LEGEND SYMBOL: I
DRILL & Tf FOR APPROVED SIZE LUC
OF LISTEO COMPRESSION DryICE
FOR USE Wff LUC ftPE
CONNEfrOR BURNDY YSHA
ALERNATE HOLE PAfrERN
JUNGTION BOX GROUNDING EQUIPMENT GROUNDING LUG
NTS
1 I Wiilffis.
WILLIAMS FIELD SERVICES - PICEANCE BASIN
HAYES GULCH COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
ELECTRICAL EQUIPMENT
(SHEET 2 OF 3)
ev
BY: Llvll DATE:
0 t\40c#DATE:WILLIAMS WTLLTAMS DWG rD (DOC. NO.)REVlSloNr
DWG. ID
0NO.:
OPEN VITW OF
JUNCTION BOX
MYERS SCRU_IITE GROUNDING HUB
OR APPROVEO EQUAL
(2" AND 4" TYP,)
BItL OT MATTRIAL
PART NO.QTY DESCRIPTIONITEIi
26
1
VIT POSTANICAL GROUND,GROUND1
GR
TED?
^/R
GROUND WIRE, GRID TAP
NOTES REFERENCE DRAWINGS
NTS
DMWN 8Yr
REVISIONS
BY:
BY: TH
DATE LAST R[flHll'*9 ne-rzz-ot t
NOT USED
NTS
NOT USED
NTS
WALL OF TANK, EQUIPMENT
ORVESSEL
ANCHOR BOLT COMPRESSION CABLE LUG
EOUIPMENT
GROUND LUG OR
fZO COPPER
GROUND CONDUCTOR
BASEANCHOR
6" MrN.
(150mm)
CONCRETE
BASE
ONE,HOLECONDUIT
STRAP {2 REoD}
FINAL
1" (25mm)
RIGID PVC
CONDUITSLEEVE
(SEE GENERAL NOTES BELOW
CONNECTTO
GROUND GRID
(SEE TEGEND & SYMBOLS)
LEGEND SYM8OL: IGENERAL NOITS
SECURE I' P\C SCHTDULE 10 CONDUII TO VTXT]CAT SIOE
OF CONCRIIE FOUNOA]ION AT A MINIMUIi OF T\IO
LOCATIOI{S IVITH CONDUIT CTAI4PS
VERTICAL VESSEL GROUNDING DETAIL
NTS
NOTE:
]HIS DETAL WAS TAKEN FROM WLLIAMS DRAWNC SD_E22-005, DETAL,J7,,
MWND IO SKID FRtl1E ON TYEE
0R 80N0 T0 s.s. NtltA 2 HoE Pm
I{iIH BURNOY YGHMs2N NO S.S.
Mfit)vi}FE OR ORILL NO INSTAII
BURNDY KC2881 SERVIT POS
TOP OF FOUNDANON
OF CME
z
I'WC SCHEDULE 10
CONOUI AfrACHEO
TO fOUNDAIION
{st€ NorE 6)
=4
sYsrils
(sEE LEGEND & sYltBols)
LEGEND SYIi/BOL; I
SKID FRAME GROUNDING DETAIL
NTS
NOT USED
NT5
NOT USED NOT USED
NTSNTS
NOT USED
NTS
NOTES REFERENCE DRAWINGS
wittffis,gv
DATE:
DATE:CHECKED
WILLIAMS FIELD SERVICES - PICEANCE BASIN
HAYES GULCH COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
VESSELS AND STRUCTURES
(SHEET 3 OF 3)
REVISION:
WTLLTAMS DWG lD (DOC. NO.)DWG. ID
Rev.6 rvptcar e[ecrntcnl GRoUNDtNG DETAILS ELECTRICAL EQUIPMENT
Rev.8 rwtcnL erEctRtcm cRouNDtNc DETAILS VESSELS AND srRucruRES
0 MOC# UMC236414 -ISSUED
BY:
REVISIONS
TH
BY:APPROVED BY:
ENG!NEER:
DRAWING SCALE: NONE
DATE:
BSEE NO.:
DATE LAST iffi[$9 Hc-ezz-otz 0
e
5
a
5
HG-E24-01 0
TOLAANCES ]HIS DRATIING iS THE
P8OPEffi OF WUNS
NO IS NOT TO 8E US€D FOR
NY PURPOSE OTHffi trN
IHAT FOR WHICH IT IS
SPFCINruLY ruRNSHEO,
SL ff0ffif ffi$ll+ - u su ffi 7 ffiErmil - ND fm ffiRn$
OATE BY CKDEsCRItrION
OU OMYING NUMBER
ORIGINI DilHNGS 8Y
ufittffisev 0t "=20'-0"03/05/23
HG-t24-O10
LML
10F 1
WILLIAMS FIELD EiERVItrEg
-PIGEANtrE EIASIN-
ELECTRICAL
HEAT TRACE KEY PLAN
cun:
NC[S:
SELD 6S'Yl
il /a'
t\ /2'
Edited &: LOFI.NCffiR
Jun Il, 202J - 414lPm
-REFERENcE
DRAwINGS AND lNFoRMArlm
I'
W.1+S4'
PNT ACCE$ROAD
ACCESS ROAD
1 fr SUCTION FROM VAVLE SKIO )
115'2ES'
GEODETIC
W.1+m{
w.0+s'{'
ACCESS ROAD
Eft.0+00 0
E.ols'{'
E.1+m{"
I
I
I
*--a
FACILITY INFORMATION
CoUNfr:WFIELO,CO
ELWATIoN: 5,2C FEET
UT[UDE:39'28 m.4'N
LoNGruoE: 108'S05O3'W
()r'
'K305
TRAGE PLAN
DWG, HG-E24-O1',|
+fqr
Ntr
COMPRESSOR
BUILOING
TI tnt-9 I
GAMGE
VALVE SKID
*'- * - -lr
-TbAGPIPE,
HST TMCE,
reCEfrACLE
H*
ES
@
i-
r *.!--l
-J----
\
EURIEDCONDENSE DMN LINE
\\
Il-
L
EF411 *t - iFj13- --I
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- 'l
- - - -.J1
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Ir
\\\
Ir
@
ENGINEOIL
STOMGE
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L***-*
ENGINEOIL
STOMGE
I
--1
lt'-'- I'*" -.'*l r : L'*'I '-' j j
1t
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CLOUDING INDIGATES
NEW CONSTRUGTION
B
c
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E
F
F
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B5
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G
BILL OF TilATERIAL
NM ow.I D€SCRIPTION
1 lamblentsensinrThemo*at- nvent/Ravchem AMc-lH1HG-E24-O 1 1
OMWNG
1 lpowe.connedlon KltfForV€$el &PlDe)-nVent/Ravchem-JBM-1(PA)
, h lchred End seel Kit - nvent/Ravchem' E-1GI-A
4 mftloNR $dc< HratTrr@ Ghle (f6rVesell - nvent/Ravdem - 20OWR2-CT
,slrlad 9d.q H.rtTn.. cable lfdr Pin.l - nvent/R&chem - 38W2-CI
i l<n.ll pih. Ad,.rdr(lt- nvcnt/bv6em -IBSSPA6
T[i."]aa..t^.*r-*"ht/navA.m-s*1Gr7
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6 I€leddcTr*ed Labels - nvent/Ravchem - FT!-ENGLISH9
10 2 lcl*clabe - nvent/tuvchem -Gf-66
2 lPioashblfo.Pioinll- nvent/hvdrem - PS-311
17 1 Isrdn.lnrTool-nvent/Rakhom-st.iooin!ToolForTemln.ti.rSelf-RerulatincCables
IOLERANCES
ffiractun:
W1LLIAMS FIELD SERVICLS . PICEANCE BASIN
HAYES GULCH COMPRESSOR STATION
ME:
ELECTRTCAL AREA PTAN
IA COMPRESSOR BUILDING HEAT TRACE PLAN
THIS DRAWING IS fiE
PROPERT/ OF WLUAilS
AND IS NOT TO BE USTO FOF
ANY PURPOSE OTHER TMN
THAT FOR tlHICH IT IS
SPECIFICALLY FURNISHEO.
03/4"=1'-O"LML 04/03/2306/16/23 LML TH0uoq ll{c236+ll - lA slsTli ffic 7 ffix!01 - lssum tffi ffislRfmil
OIO ORAWNG NUMBEfi
DATE BY CKOESCRIPTIONREV.)RIGINAL DRAWNGS BY
]MWNG NUMSER:
HG-E24-0',| 1lAPPsowD
uY:
'HEfl
NUMEER:
toFl
WILLIAME; FIELD SERVItrEE;
-PItrEANtrE EIASIN-
cffi:
NGLES:
WED NS'Y:
*1 /8"
*1 /2'
Edited Bvr Lonl.NilSIfR
Jun lJ,'202J - 4iJgpm
DRAWING LIMITS. NO MATCH DWG.
-1
115'28'S'
GEODEIIC
IO PP'z
HEAT TRACE LEGEND
= AilC-lH AMBIENT SENSING
HEsMO$AT
@
lrl
= P0lltR C0NNECTI0N XII
MULIIPIE CIRCUiT
= UGHIED ENO SE{L
'+
= ELECTRIC HE T TRACE
= CABLE TAc
= H0MERUN T0
POWER SUBPNEL
= coNnNUeS ToIFROM
LOCI DIVICE/EQUIFT{ENT
-------------+
(,
=o
E(,
t-
E
oz
Io
E
E
J
(,z
I
Eo
E'F
E
=,o
tr
=-{o
I
zo
={oE
It{o
/;\ SEGTION
ffF DwiNG scAlr Nrs
NOTES:
HTAT TRACE OESICN AND CAICULATIONS ARE EASED ON
CALCIUM SIUCATE PIPE INSUTAIION. IF OTHER
MAERII IS U5ED PLEASE INFORM ENCINTER A5 HEAT
MCE 8I[ OF MATERLqL MAY BE DIFFER${T.
2, VESSEL HilT TMCE INSTAUATION MUSI BE FOIOI{EO
CALCIUM SIUCAIE INSUTATION AND INSTATI,ED AT A
MINIMUM LOWER HA[.F OT VESSEL HEIGHI,
J. HEAT TMCE TOR INSTRUMENT AIR RECEIVER UUST
CONNNUE WRAPPING FROM ilE LOIIER HALF OF
VESSEL OOWN TO 1,/2' ORAIN LINE A'lD AI TIIE WAY
EACX TO IHE BUILDINC WALL.
4. REFER TO WILUAIIS SPECIflCATIONS 40 42 O6C FOR
HOT INSUUNON CONSTRUCTION SPECIRCATION ND 40
12 O6E FOR I.!oI SERVICE INSULATION ENCINEERINC
SPEC|H&n0N.
5. AIR RECEIVER SKIRI HIDOEN FOR CLARII/
REFERENGE DRAWINGSI
HG_[24.010 - HEAT'TRACE KEY PLAN
HG_821-O1I ' IA COMPRESSOR EUIIDINC HEAT TRACE PT,AN
HG_824_013 ' HEAT TMCE SCHEDUIfS
HG-EJz_OOI _ HAN TRACE DETALS
HG-EJz_OOz _ HAI TMCE DETAIL5
/G\ SEGTION
THIS DRAWNG SCALET NTS
NOTE 5
IA COMPRESSOR BUILDING
----TEETTmGE P-LAN-
5'
scALEr J/4'=l'-0'
HI2 v-650
D-R1Z-nR
RECEIVER
NOTE 3
D.650A__lA-
DRYER
c-6508---lA--
COMPRESSOR
c-650A---lA-
COMPRESSOR
D-6508- 'lA-
DRYER
EUH-1
EEATER"F
06116123DAIEi
DRAWING LIMITS - NO MATCH DWG.-J
3
!?
;
E
E
c
F
E
F
G
G
+
B
c
D
E
F
HG-F24-O 1 3
lOLffiCES WILLIAMS FIELD SERVICES _ PICF}NCE BASIN
HAYES GULCH CO[,IPRESSOR STATION
ELECTRICAL
HEAT TRACE SCHEDULES
THIS DRAWING IS -IHE
PROPEffi OF WIffiS
NO IS NOT TO 8E USED FOF
NY PURPOSE OilH frfl
BAT FOR WHICH I IS
SPECIFIruTY ruRNISHEO.
0 xtrf wsall - [ ffi Ec 7 c0]mmil - N0 tfi ffiffi a6/16/2J IJIL fr LML NONE 01 /23/23 0OU DRAWIG NUUEER
DATE BY CKRry.0EscRttrtoNORrcINI OSMN6 BY
cun:
NCIS:
w€LD 6S'Y:
x1 /8'
x1 /2'
+1/4'
Fdited &: IORI.INNER
Jun lJ,'202J - l0:2km \|r'ILLIAMSi FIELD s;ERVIEES;-PItrEANtrE EIASIN-10Ft HG-E24-O13RFFFRFNCF DRAWINGS AND lNFORlvlATlON
PIPING LINE NUMBER SECTION CABLE TYPE POWERCONNECTION KIT TEE LIGHTED END SEAL FOOTAGE PARALLEL RUNS TOTAL FOOTAGE NOTES
HT1-AI R DISTRIBUTION LINE 001 3BTV2-CT JBM-1OGA X 25 L 25
HTZ-IIA RECEIVER @2 2OQTVR2-CT (AS JBM-L00-4) ABOVE X 70 L 70
AtR DTSTRTBUTION LINE & l/A RECEIVER - 32 DEG F FREEZE PROTECTION
crRcurrrorAL (FT)95
3BTV2-CT REQUTRED (FT) 2s
2OQTVR2-CT REQUIRED {FT) 70
CIRCUIT 30A
TOTALWATTAGE L.89 KW
STARTUP CURRENT 10.8A
OPERATING CURRENT 7.tA
PANEL PP-2
CIRCUIT NUMBER 13,15
06116123DAlE:
3
D
E
F
85
G
G
10
E
F
G
c
CORE SEAL
PIPE SruP
E-1OO_12_A END SEAL KIT
CLASS 1, DrV 2
L-IGHT
CRIMPS
TIE
LEASH
STAI]O
HFITER
NTSTHIS DVG
/iI\ END SEAL KIT W/LED SIGNAL LIGHT
3 TIMES LENGTH OF SHOE
HEATINC CME SUPPORT SHOE cNs rpE (ryPrcAL)
BOTTOM VIEW
THTS DVG
PIPE
ts0MfrRtc
NTS
/iI-\ PIPE SUPPORT INSTALLATION
IilPORTANT
THE DETAILSELOWSHOWS
THE GENEML INSTALUTION
MflHOO.
TYPICAL PIPE SHOE SUPPORT INSTALLATION
RECoMMENDED L00P LENGTH FOR PIPE SH0ES: 9X LENGTH 0F SHoE
FNTRY POWER TERI/INATION KIT
HG-E32-OO 1
SERVICE LOOP
NUMEA:CONlUIT
JUNCTION
STAND
CAALE
NTS
SINGLE
J8S_1OO_A POIVER KIT
ctAss 1, Drv 2
45 " (NoMTNAL)
[/FNT OF HEATING CABLL
INSUUNON
(coMPR[ssrBLE
OR GROOVED
Rrcr0)
HEATING
(NoMrN[]45"
HEATINC CAILT
(ftPrcAL)
GLASS TPE
(nPrcAr)
STEEL
PIPE
t2 rNcHts
(fiPrcAL)
NTS
PIPE PIPE
STEEL S]EEL
HEATING
CAELE
SECOM
FLANGE INSTALLATION
PIPE
NTS
SELF RECUTAIING
HSTING MBLE CLASS TEPE
(mrcAL)
GNS TfE
HSNNG CffiLE
THERMAL INSULATION
ELBOW INSTALLATION
PIPE
(TYPTCAL)
NTS
{,lll-
GTASS TAPE
TYPICAL
EODY
(r/Prc[)
HSTER
PIPE
NTS
ULATOR INSTALLATION
CLASS TAPE
(rYPrcAL)
SEE OESIGN ISOMEIRIC
FOR SPECIFIC HEAIING
CABLE LENGTH NEEOED
(GENEMLLY, J_4 FEET
FoR < 12"= DIAMflER
AND 2X PIPE I)IAMETER
FOR > t2"= DIAMEIER)
VHERE
ANDITIONAL HEAT IRANSFER IS REOUTRED
HEATER
ALUMINUM TAPE, FULL COVERAGE
910 HFAT TRACE
CONTROLLER
920 HEAT TMCE
CONTROLLER
DAI E.
-
C0NOU|T SF L TEE CONNECTION BOX
CoNDUIT SEAL
-
-
DtscoNNEcT SW|TCH
IRUCK NOZZI
-
CONDUIT SEALCONDUIT SEAL
-
(fiPrcAL)(ftPrcAr)
(ryPrcAt)
(ilPrcAL)(fiPrcAL)
CASLE
NTSNTSNTSTHIS I]VGTHlS IVG
FURNISHED.
wiili#sgv
Edited 8y: LORI.WCNTER
Jun lJ. 202J - l0:2km
OATE
o
CLASS 1, DtV 2
/-\ I-YPICAL TRUCK CONNECTION INSTALLATION 4]T\ TYPICAL SPLICE/TEE INSTALLATION
ilIS DRAWNG 15 THE
PROPERil OF WLLIAMS
ANO IS NOT TO AE USEO
T0fficEs
!1 /a"
UL rH
CK
t1 /2"FOR NY PURPO5E
OTHER THAN ilAT FOR
WHICH IT IS SPECIflCAIY
HEATER
Rry.
HG_EJ2_OO 1
(wPrcAL)
LOOP
|ft, WS+l+ - [ ffi tro 7 C0f,fRsrot - ND fffi ffi
DESCRIPTION
OD DM{ING ilUMBER
ORICINI OMilNGs 8Y
LML
10F2
HAYES GULCH COMPRESSOR STATION
FIELD SERVICES . PICEANCE BASIN
NONE oJ/o1 /23
WILLIAMS FIELD SERVIGES
-PItrEANtrE BASIN-
END SEAL CONNECTION
SEE DETAIL 14 FOR C1DI CONNECTIONS
NOTES;
CONOUII SEALS RTQUIRED FOR
NON_FACIORY SEAI-EO DISCONNECT
swffcH.
CONDUTT SEALS NOT REOUIREO FOR
910/920 HEAT TMCE cof{TRoLuR.
ryPICAL HEAT TRACE CONTROLLTR INSTALLATION
cfrs:
NG[S;
WETO 6S'Y:
ELECTRICAL
HEAT TRACE DITALS _ SHEET ] OF 2
E
F
G
7 10
c
4T\ TYPICAL ClDl POWER AND END SEAL INSTALLATION
UNION
UNIVERSAL MOUN]ING
GROMMET
NTSTHIS DWG
EUTTCONNECTORS
TERMIML BLOCK
CORE INSUUTOR SILICONE AOOT
(CAT, NO. UME)
HAK_JBJ/HAK_C_ 1 OO
CLASS 1, DIV I
(PLUG REAUIRAD FOR
usEAs ENOSSL)
I
I
\/\
/\
SEE OETAIL'tr
HORIZONTAL TANKS
oN acH stoE
EO
ON
NTS
ryPICAL HEATER
E = POWER CONNECIIoN KIT
o = ENosal
=CONTROLTEMPEMTURE
SENSOR BULS
A =HIGH{IMITTEMPEMTURE
SENSOR BULA
)(
/fid\ TYPICAL PIPE SUPPORT INSTALLATION
HG-E32-OO2
HATINGCABLE
RECOMMENDEDLOOPIENGTHFORPIPESUPPORTS:3XPlP€DIAMETER
NTSTHIS DWG
ST€€LPIPE
AT_ I 80
/fG\ AMBIENT SENSING THERIVOSTAT
CONDULET
TEE
(SEE NOIES)
OgIIONAL
(rYP.)
HTATER
NTSTHIS DWG
DRAN
AT'I 80
OPTIONAL
CONDUT
SEAL
FLEXISIT CONDUI
WATERNGHI
JUNCTION EOX
JB5-100-A
FACTORY SE,AJTO
slltTcH
CONOUI-ET
SEIL
-NgIE!
CONDUtr SruS REOUIREO FOR
THERMOSTAT.
ADITIONAL CONOUIT SEAL
RIOUIRED FOR NON_FACTORY SEALED
DJSCONNECT SWTCH,
CONDUt T
TEE
SR CAALEALUMINUM TAPE
SR CAALE
RTD PROBE
(IFAPPLICABLE)
NOTES 1 1
(BonoM vrEW)
END S4L
DETAIL A-A
NTS
TRACING OF VERTICAL VESSEL WITH SKIRT
SR CAALE
SR JUNCTION BOX
(MOUNT ON TOP
OF PIPE)ALUMINUM TAPE
NOTE 3SUPPORT
AMCKET
SR JUNCTION BOX
RID JUNCTION
80x
(FIELD MOUNT)
ALUMINUM TAPE
SRJUNCTION BOX
HSTTUCE
.NJNCTION BOX
(FIELD MOUNT)
RTD PROAE
(IF APPLICABLE)
NOTE 9
ENO SEAL
NOTE 1O
RTO JUNCTION
BOX
(FIELD MOUNT)
06116123DATE:
NOTES:
I. DIIAILS AEOVE SHOI'V I}]E CENEMI INSTATIAT]ON METHODS.
LI
JBIV WIRING DETAILS
@
n
4-,\
NTSTHIS DWG
t2
GND
JUMPER
(rYP.)
Porrlrsoonoclicn for two
nthrlchcltlngcsbt r.
Polrer
ruFply
NOT USED/fi]\
NTSrH.lggvG
T0tffic$WILLIAMS FIELD SERVICES _ PICEANCE BASIN
HAYES GULCH COII4PRESSOR STATION
ltE:
ELECTRICAL
HEAT TRACE DETAILS - SHEET 2 OF 2
frls DRAWNG IS THE
PROPERfr OF WILLIAMS
AND IS NOT TO EE USED
FOR NY PURPOSE
OTHER THAN frAT FOR
WHICH IT IS SPECINCALLY
FURNISHED.
0 iltr, w$+t+ - u ffi m 7 cffir - ND Fffi ffi s6/16/23 UL THOU DtrWING NUil8ER LML NONE 03/01 /2J o
Rry.OESCRIPTION DATE EY CKORICINA D&MN6 fr
cfis:
NCtfs:
WEo SS'YI
*1 /A"
*1 /2"
Edited By: LORI.WCASIER
Jun 1J, 202J - l0r2&m
viili#sev
WILLIAMEi FIELD siERVItrEEi
-PICEANtrE BASIN-20F2 HG-E32-OO2RryISIONS
D
E
E
FF
c
G
74
HG-E60-OO4
TOLERANCES\1 /27 / t3 JK1J32I6 _ OELTA V UPGRADE _I
ffiILfr:' wilrtAuts FTELD SERVIcES - PIcEANcE BASIN
HAYES GULCH COMPRESSOR STATION
Gvlo7 /26/ 1 tJISSUED AS EXISTING
|o/Jt/oB GWIAS-8U|LT - M#17339
06/t6/23
ELECTRICAL SCHEIVATICprc t b 32 cH Dt cARD slor #2
ttE:
7
6
THIS ORAWING IS THE
PROPERII OF WILUAI,IS
AND IS NOT TO BE USEO FOR
NY PURPOSE OTHER IHA]\
THAT FOR WHICH IT IS
SPECIFICALLY FURNISHED.
LML
JK
IHUllC2J6{l{ - /A s'r$il ffi0 7 Co[IYtrSSl - lsSJE0 FoR C0li$Rmoil
Moc# 184799 - 2018 RElAllDATloN
OtD OMWNG NUMBER HG-EC-004
71o/2s/06NTSCG
JKoe/16/165ORAWNG NUMBER UPDATE
8Y CKDATEDFSCRIPTIONREV,
)MWNG NUMBLA:
HG-E60-00440F12ORIGINAL DRAWNGS BY tNc.
WILLIAMS FIELD SERVItrEE;.PItrEANtrE BAE;IN-
Edited Bv: LoRl.NCffiR
Jun lJ, 2023 - I0r24am
CUTS:
NGLES:
WELO ASS.Y:
+1/8"
i1/2'
*1/4'
ANDR
:fl REFER TO DWG
HG-E60i01
(PLC)
ESD{02
ESD{03 J&1D
ESD-004
ESD4lO
P8,020
BL
BL
KS-o02
8AISRYIHABGER *
coM!EE99oB9ulu)lNG
FSHH-001
BRBK FSHH{04
-r-*xA301
RUN STATUS FROM PSL
ON COMPRESSOR OIL
RUN STATUS
FROM Kl RELAY
xA-305
LoCAL:X:X:DATA.X/\\INPUT=I/ \ \
OUTPUT=o \ TERMTNALB
SLOT #
I/O ADDRESSING SCHEI\4E
MODULE SLOT LOCATION
INTERFACE MODULE
FOR SLOT #2
1452-tFM40024
DISCRETE
(srNK)
r769-tO32
( oc col,r z
I occova
OR STN. ESD P.A. f1 CONTROL ROON{ PANELI LocnL,z,t,oetn.o
wt-vBK STN. ESD, P.B. #2 STN, MAIN GATEI rocer'z,t,onre.'t
GN/BK I LocnL,2,t'ontn2 STN. ESD P.B. #3 COMPRESSOR AUILDING
BWH
BI/BK STN. ESD P-8. M COI4PRESSOR BUILDING@ rocm,z,t,onre.s
RDMH SPARE! rocer,z,t,onrn.+
BL/WH SPARE[] roct,z,t,onrn.s
OR/GN MASTER ESD RELAY TRIP! rocnL,z,t,onrn.o
BI /RD I Locm,z:t:ontn.z sTN. ESO RESET {CONTROL ROOM)
O&GNGN/BWH STN, AURM BEACON TEST {CONTROL ROOM:! rocnL,z,t,oetn.a
WH/BI(RD COMP. ALDG, FIRE DETECTION BYPASS
KEYSWITCHp Locer,z:t:ontn.s
COMP. BLDG. GAS DETECTION BYPASS
KEYSWITCHQ roc,lL,z,t,oetn.to
@ Locm,z't,ontn.tr BAfrERY CHARGER FAULT AURM
WH/RD/GN BAfrERY CHARGER LOW VOLTAGE S/D{ rocnL,z,t,onte.tz
GN/AK/OR GENEMTOR COMMON TROUALE AUN@ Locnl,2,t,oltn.ts
WH/RD/OR BUWH/OR @ Locm,z,t,onte.t+GENER TOR RUN STATUS
WH/RD/OR @ Locer:z:t:onta.ts SPARE
BL COMP. BLDG FD f1 FIRE S/D@ LocnL'z't,ontn.to
COMP. BLOG FD #2 FIRE S/D@ roceL,z,t,oere.tz
! uoc,n,z,t,oatn.ta COMP, BLDG FO #3 FIRE S/D
COMP. BLDG FD *4 FIRE S/D\3/
\a @ rocnL'z,t,onta.ts
GNMH INST AIR COMPRESSOR C.65OA
TROUBLE ALARM4l LocAL.2:r:DATA.2o I
INSTAIR DRYER D-6TOATROUBLE AGRM@ Locm,z,t,onm.zt
{ rocnL,z,t,oern.zz INST AIR COMP C-650A RUN STATUS
RD/GN INST AIR COMP CS5OB RUN STATUS@ rocar,z:t:onre:: (
AK/WH/RD COI\'IPRESSOR C-301 RUN STATUS! rocnL,z,t,onrnza
COMPRESSOR C-302 RUN STATUS@ rocnL'z,t,onrn.zs
COMPRESSOR C-303 RUN STATUS{ Locer,z,t,oetn.zo
RK/RD/GN
BK/RD/GN @ Locm:zrt:onta.zz COMPRESSOR C-304 RUN STATUS
RD/BKGN COMPRESSOR C-305 RUN STATUS{ rocnL,z't,ontn.zs
oR/8rvcN CO|llPRESSOR C-306 RUN@ Locm,z,t,ontn:s
INSTAIR CO[4PRESSOR C-6508
TROUBLE AURM{ LocnL,z,t,onte.:o1vi/Fi
@ rocer,z,r'ontnst 'INST AIR DRYER D67OB TROUBLE AUR[/
WH/RD/BL ( occomr
I occouro
0d16123DAlE:
u
=
B
c
E
E
F
G
c
HG-E60-009
NUMEER:
JK
JK
TOLERA\CES12/22/ t64
3
2
MOC# 164118 _ OfiGEN ANALYZER INSTAILATION
Oil$IING NUI1SER UPDATE
11 /27 / 13 JKMOC# IJ3216 ' OELTA V UPGRADE - AS_BUILT
c8
TH
05/25/o7ISSUEO FOR NRE AND GAS INSTAILIION
THIS DMYIING IS IHE
PROPERI/ OF ULUA,VS
AND IS NOT TO 8E USEO FOR
ANY PURPOSE OTHIR lHN
ruAT FOR WHICH IT IS
SPECIFICALLY FURNISHED.
LIJL
JK
6
HG-EC-009
5E, tNC.
DATE 8Y CKDESCRIPTION
5
DRIGINAL DfiAWNGS BY
NTSCG 1o/25/06
HG-E60-OO990F12
WILLIAMS FIELD SERVItrEE;
-PItrEANGE EIAEiIN-
ELECTRICAL SCHEN,IATIC
PLC r-O B CH Al CARD SLOI #7
Edited Bv: LoRI.HCATER
Jun lJ.'2023 - I0:25om
cffi:
NGLES:
WEU AsS'Y:
t1/8"
t1/2"
*1/4'
REVISIONSTION
1492-AtFMB-3
INGLE ENDED CU
G24vDc)
SLOT #7
1 769-tFB
GD-9 JB-1A
G09+
GAS
DETECTOR
RD
PAIR #1
GD-10
GO10+
GAS
DETECTOR
PAIR #2
GD-11 GD1 1+
GDI 1+
GAS
DETECTOR
PAIR #3
GD-12
GD12+
DETECTOR
PAIR #4
NOTE ]
AtT-g10 Atr-g10+
OXYGEN
ANALYZER
INPUT = |
OUTPUT o TERMINAL #
SLOT #
I/O ADDRESSING SCHEME
MODULE SLOT LOCATION
YL
RD
l+
I
SHIELD
GD9-
6l ',no*
#9 L.E.L.
0.0 - 100.0%
BK 6l ln t*
METHANE GAS DETECTOR
#10 L.E.L.
0.0 - 100.0%
BK
WH/BK
METHANE GAS DETECTOR
#1 1 L.E.L,
0.0 - 100.0%{''nr*l+
t-
SHIELD
GO10-
WH/RD
IV]ETHANE GAS DEI EU I OR
#12 L.E.L.
0.0 - 100.0%flr'n.*
WH/BK @r"0.
INSTRUMEN I AIR HEUEIVEK
PRESSURE PIT-650
WH/BI(BR
@ r,n s'
INS I RUMLN I AIK UEW
POINT AIT-650Al+
t-
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APPROVED BY
7/7/2023
Approval of this document does not authorize or
approve any deviatjon or deviations from the
requirements of appli€ble Stat€ Laws.
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I . 3' INSUTAIED FIR PA'IE! BIERPTFI. SEE Eh€FPA+I OFAIAINh:S FOR FURAEA I1AU- LEY'CT'| OET.{ILS
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3. $,BSK|DtiE.tttEER$.,., 5'CARLISLE SEF!..TI?E CLOSED CELL SFfiAf fOAIi
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WLLIAMS FIELD SERVICES
WLLIAMS BUILDING 1
INSTRUMEN' AIR BUJLDINC
Sedal Humb€r
E-t7WOot3302?00
PR€PFFED BY: ELAIKHAWK EQU|Pi{ENT BFlT6O
4 5 6
4 ?
A. STANDARD NOTES FOR RIGGING SUPPLIER
1. R}GGING DESIGI.I IN ACCORDANCE WTTH ANSI/ASME 83O,9 AND B3O-!O RULfS FOR FLANNIG ANO
EXECUTION OF LIFI.
2. OPERANONS AND APPROPRIAIE OSIJA RIJLES AND STATE OR Ctrf CODE {F NIEDED.
3. SUppLr OF St_fi.rGS TO CQMpt-y wtrH 85302.
4. IN IHE ABSENCE OF ANY OTHER ACCEPTABLE SIANDARD THE A*OVE SHALL gE USED. THE DRAWING IS
DRAl'f N BASED Oil BEST FR.{Cl}CE"
5. AI.I WIRE LOAD SFECIRCAIIONS TO BE ITAlED IN SAFE WoRKING LoAD NOT MTNIMUM BREA(ING LOAD-6. SLING PROVIDER TO CONFIRM $HACKLF FITS THROUGH HARD/SOFT EYf.
B. STANDARD CCIMPANY GUIDELINES
I. CHECK AND SECURE R€sIRICIED/CONFINED WORK AREA. AI-L TRUCKS,/CRANES SHALL 8E LOCATED ON
S']E OR WNHIN BARNICADED AREA AND NO LIFTING SI-iATI. BE DONE OVE* PEOfSTRIANS. VEHICTES, AND
ADJACET.{T BUILDINGS.
2. BEFORE MOVING I}If BUILDING. MAKE SURE IHAT T}If ROUTE }5 CTEAR OF AI.L OSSTRUCTTONS ANOWORKERS ARE AT A DISIANCE FTO LESS THAN ITIE HEIGHT OFlH€ EUILDING-3. THE BUILDING }*UST BE IIANDLEO BY TRAINfD AND AUTHORITEF CRANE OFERAIO.RS ONLY. CERTIFICAT€SMUST BE DEUVEfiED BEFORE ANY I"IFI.4" KNOW I}IE SAFE UFTI$JG CAFA.SH"TflE5 OF IHE UFNNG EGUIPMENT,5, Ay_grD sHARF SENDS AND P|NCHING ON ALL S!-H{GS, USE TH|MBTES AND SSFTENER5.6, AFIER FTTNNG RIGGfNG A TRIAL LIFT E IO 8E EXEC{JIED TO CHECK LOAD EALANCE. LIFT SHALL NOTEXCEED IZ'ABOVEGRADE.
7. UsT OF TAG-UI.TEs TO CON]ROI TI.I€ LCAD I'S REQUIRED. SECURE TO THE LOAD. NOT TO RIGGING
sl"lF.rG5-8. A CRA'-IE OPER,RIOR ASSISTANT IS RECOMMENDED TO ASSIST IN GUIDING OR DIRECTING TH€ BUILDING.
C. REQU]RED MATERIAL
,I . I-IFflNG s,LINGs, SISED FOR TH€ WEIGi{I AND HE/GHI GF THF BUILDI'^/G,
?. SPREADER BAR. I2" I.{IDEE THAN THE BUILDING ROOF WIDTI{.
3. WOOD BLOCKS Oft OII.fER G;JARDS TO AVOID DAMAGE BETIY€Er'J SUNGS ,AND BUILDING.
4. SHACTIES SIZED FOR lHE WEIGI.II OF THS EUILDIN6.
5, I.IFflNG IUGS ANB HARDWARE PRO\TFED BY BLACKIJAWK €QUIFIIENT-
6, I-IFTII.IG I-UG 8OLI5 TO gE TORQUED TO I5O T8.Fr,
7, ALL I-IARDWARE MUST BE USfD WTTH EACH UF1ING LUG, .I BOLIS PER LUG,
APPROXIMATE BUILDING WEIGHT: 1 2,200#
RIGGING & INSTALLATION INSTRUCTIONS
D. RECOJVIi IENDED RlG clNG ARRANGEMEHI
t. CONFIGURE R}GGING TO AVOID COMACT I.Y]IH THE SUIIDING.?. TEST IIf] 8UILDING AND CHECK TOAD FON IEUEL. ADJUST SIGGING IF NECESSARY.3. STOWLY LIFT BUILDING TO T]ARGEI SIIE. Do NoI UFI HIGH-,{. REMOV€ ALL RIGGNG AND SHACKL€s W'.IEN BUILDING IIAS BEEN FLACED PROPERLY IN PI-ACF,
FOR SAFETY USE ONLY OSIiA APPROVED RIrclNG AND
HARDWARE.
APPROVED BY
7/7/2023
Approval of this document does not aulhorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
E. SETTING BUILDING ON TRANSPORT IRAILER
I. ENS-URE THAT THE BUIITOING.E !TNNG ON T}.IE SI}PPORT BEAMS OF SUILDING BASF TO THE PLATfSSM. OFIBNILER, IN OTHERWISE UsE SHIMSO* WOOD BLOCKS2- -CHAIN BUILDING FROM SEAM fLANGES" r,"rtr,rtL,tUL4 OF 4CORNERS.3. sEcuRlNG PolNr SHor4rN F qNtY FoR REffRENae, rn*r'rlpcirtidbup*ruy E REspoNslsLE FoR sAFE]IE DSWN OF THE BUILDING'rO,THE TRAILER FOLLO'II{ING COVTNT'rY iIEr.iOiNOS.4. THFUmNG LUGS sl-toulD sE R€MovED nnee ercc*le, iucdrir'iri Fi*kl-iiie aurLDtNG Too wtoE FoRTR^NSPORT PERli.l11.
.5. LOW DECK TRAILER RECOMMENDED FOF TRANSPORTA.TI{}N OF BUILDINGS DUE TO PO551BLE I.TEIGI-{T/CLEA*ANCE $SSUE5.
INSID€:THE BUILDING fIND GOOSENECKS FOR DUCTING
OUT OF IHE SUILDIN(;,
UFIING IUGS SHOULD BE 'r'JfiH DRIVER. ALSO
WNH lHE DRIV€R, FINB T.3 R:NG B{NDER PROVIDED BY
Et.ACKHAWK MUIPMENT WITH. EUhDqNG AND EQUIFA4ENT
INFOR,TTATI$N.
HARDts/ART SHALL BE LOCAIED IN TS APPROPRIATE EOLT
HOIE ON THE SKID EASE. REMOVE AND USE 10 ATTAC}I
UMNG LUGS.
TO IRAILEE FROM BE.{M FLANG€ $ITIJ CTIAINS
AlN CLEARAI'{CE BFT,VEEN BUILDING
AND STRAP$/CAELES- USE WOOD ALO€Ks If
NECESSARY TO KEEP RIGGING A}1A.Y FROA,!
SIDiNG.
DO NOI OFF LOAD OR MOVE BUI!.DING Wi{HOW R.€ADING
THCS INFORMATION.
FAILURE TO FOILOt,l THE SPECIFICATIOFJS L{9rED WTIHJN
COUTD RESULF IN DAMAGE TO THE F'TCLOSURE AND/OR
*ESUTT IN PERSONAL INJURY OF IYH]CH BLAC.(FIAI'{K
€QUIPMENT 5I{ALI NOT BE H8.D TIASLE.
r?6&R-!
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La !l-!",1i:i,'? ed.rli!:
:. O€Y TA!'IK SHIPPED EOLTEO TO SI(IO, PSV SHIPPED LOOSE.
LICENSE NO,
PREPAREO BY: BI^ACKI{A'.tlI( EOUIFME,*T MOEEL
c- 1 ?600072302100
ltumber TMLLIAMS BUILDING 1
INSTRUMENT AIR BUILDING
9
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APPROVED BY
7/7/2023
ft:P.
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
".1_..*" lo v€9F1 i#ilil
!r 'f!ff AU T.4 NC INLET
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Brilslc CieAfiNEL FOE
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c-1760007?302200
hUmber WTLIAMS BUILDING 1
INSTRUMENT AIR BUJLDING
5 6
HOTES
BACK OF BUITDING
FROHT OF BUILDIfiIG 7
DETAIL B
SCALE 1:4 DETAIL C
O€TAILC
scALE r -4
r l3+-lExrF?
YJTTN .^ !..o4E'
OETAILs
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of applicable State Laws.
APPROVED BY
7/7/2023
FC{IUTtF lL
vElrfY gllTH EUtLD!ilC
a
I.'FFIF ft,EH iUrLE$pG
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1LiET,IBERStlrEl*S)tlSHALLBERILLYIIIELDEO{TIGLDEOAu.AROU|TOATEiCHJ$tirr} tltlH1,r8,FARTIAL-JOII{T+E!IETftA]}ON $fi !,D.
?. tlEl|8ERS
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*4. *5 SHALL BE IIELU{D TO UEt |SERS #?.AT EACH EHD wtrH (?l l./Ef. X 4.' LOFIG FILEIlnculs {ol{€ 0r* EAcH srDE).
3-uEf,iBERssGat7$itrtLEt$]ELoEoroitGltsEfls€gfsArEqcHE,towl}it?l itrxrLoiaG
FILLET I,!ELDs.IOI{E OH EACH SIDE,.
{, MEMBERS I€ S}IALL BE VVELDED TO
PEI*ETRATION \I€IO OH THREE SINES
MEilISEESfI iT EAOII ENO tllllH 1r8'pAFTtAL-JCrtt{I-
fft1o sFEs E EATTOLrI).
ht*!Eb.d*@.^isdi#d {*imtuha*-rF nm*€*4EretrPRESgttt}}|ffiwRH{l}!ffi RE64qftE ?€ rffl-a.A{Y €F HS EttAYrre :!F.ffitrLrlA
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I BY:
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WILLIAMS BUILDIilIG 1
INSTRUMENT AIR SUILDING
A
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=
f=
h=d=
5.81
2.OO
1.000
6.000
BTH-1 Equation
3-46
3-48
3-47
345
3-49
3-1 9
3-21
3-20,3-22
3-25
3-26
3-28
3-55
Design Criteria
k per lug (includes 25% unbalanced load)
tn
tn.
Fu = 58.000 ksi
Fy = 36.000 ksi
E = 29000.000 ksi
G = 11600.000 ksi
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 = 10.12b in.
Applied Moment = 58.85 in*k
Lbdlt^2 = 60.8
.OBE/Fy = 64.4
1.9ElFy = 1s31
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.so in^3
fby = 8.94 ksi
FbY = 22'50 n"'
fbx at stiffener tip = 2.SB 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 = 0.044in^2 per 1/.16" per inch
Fv = 17.5 ksi
Allowable Weld = 0.773 Uin. per 1/16,,
8 /16" fillet weld capacity = 6.187 k/in.
Shear Length each side = 0.470 in.
Moment Length each side = 2.765 in.
Moment Arm each side = 3.23b in.
Allowable Moment = 110.69 in-k
tstiff = 0.4375 in.
Face plate width = 6.500 in.
dstiff = 2.2500 in.
Astiff = 0.98 in.
Mstiff = 33.96 in-k
Control Unity
5.81 0.11
5.81 0.1s
6.54 0.29
8.94 0.40
1.00
0.97 0.09
58.85 0.53
Fty = 1B.o ksi
Ftu = 24.2 ksi
Actual p= 7.gg k
Allowable P = 17.72k
Totat plate tength 2x dstiff = 4.500 in.
5 il6" fillet weld capacity = 3.867 k/in.
Shear Lengih each side = 0.434 in.
Moment Length each side = 2.033 in.
Moment Arm each side = 4.461 in.
Allowable Moment = 70.24 in-k
Fub = 120.00 ksi
Ab = O.44 in^2
Fvb = 31.00 ksi
.1 bott ailowabte = 13.64 k
Ftb = 50.00 ksi.1-bolt combined tension = 1 1 .08 k (4.5,, arm)
1 bolt allowabte = 22.00 k
tw = O.2S in.
db = 0.75 in.
Aw = 0.1BZS in^2
Fpb = 58.00 ksi
4 bolt allowable = 43.50 k
3-'1
3-2
Stiffener Weld
33.96 0.48
11.08 0.50
3-42
7.99 0.45
3.36 0.25
6.71 0.15
Bolts
Bolt Shear
Bolt Tension
Bolt Bearing
3-41
3-40
A
7116"x2 3/4"x0'-8"
WELDED
STIFFENER
PLATE
{t'i-
SUPPORTING
GR. 50 WEB
-1l4" MlN.
THICKNESS
3/4"x01l2"xo'-6
1/2" STEEL PLATE
wt (4) 13t16"A
HOLES FOR (4)
3l4A BOLTS
\f,
1t2
1t2
10119"J
RETURN
TOP AND
BOTTOM WITH
/4" FILLET
1'THICK STEEL
PLATE WITH 3'A
HOLE
.s\
P(t\'o
o"
N
=@
F-
CO
=v
\\s
4 518"
5/'16
5t16
114
TYP RADIUSED CORNER
.TYP. TOP & BOTTOM
GR.50 3/8"x6 1/2"x 0,-6 112,,
BACK PLATE W|TH (4)
rc|16-A DRILLED HOLES
-WELD TO WEB
WITH 3/16'' FILLET WELD
ALL AROUND
1114
LUG ASSE MBLY
1 112 = 1'-0"
l
CO\/I'
B
B
c
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D
D
E
E
F
F
DWN
AMW
CHKD
LDJ
REV DWN DATE
DWGS.REV
0 SCALE:
DWN BY: AMw
CHKD BY: AYc
DATE
3/7/23
3/8/23
DATE
51nA
'1760 - s-3
LUG DFI'AIL
DESCRIPTIoN-CHKDISSUED
FINAL CK:
ENGR.:
APPRV:o
APPRV:
NOTES:
ftig is Alocl(hoskby CorporotionEquipment R€cipi6nt thigirthotshdllogreesnotcopied,disposed ony other thotthon ls fumished vithout arittenNOREPRESENTATIONWETHEOFACCUMCYDRAWNGTHISPARTICUUR.SERIAL NUMBER WlLl"lAfyli .Fltr:! D StRVtcES
a
APPROVED BY WILLIAMS FIELD SERVICES
7t7/2023 WILLIAMS BUILDING I
PARAGHUTE" CO
Approval of this document
approve any deviation or
requirementsof appli€ble
t
PLAI'I REVIEW NOTES
?., n4. S, $f sfapes, channek €Dd aogles shall be ASTIUI A-
36, Fv = 36 ksi and
Fu =-58 ksi.
3. HSS < 2" rnaximum dim€nsion shall be ASTM 4513. Fv =
72 ksi. H$S witb a maximum dimen$iofl =>2" shall beASTM
Steel bars and plates shall be ASTM A3S Fy = 36 ksi. Fu =
ksi-
shall be fab+ft:ated and erecled in acmrdance with
F't554 Jb.radesASTM
43e5.
that they
practice
and consbuct
accordancedeslocalandoonstructioilinclud
Codetolimited
This
ASC
n professional and constructed
transferring loads to lhe factory
un ils.
ksi46
beshall 453ASTM 35 FuksiB,grade Fy
ere ctor
lhenor
unes during
Buildings
9. Welds
Welding Gode SteelDl.1 $lruclurai
job site,
devices
and nt
enof
Theinstruclions lnstallat;on
shallThe2-conform lfiewith
part
Alt andconduclors
not
LYrthan branchtn circults
drawinos:
and Fu-=
notedUnless lnolierwise the
50 65ksiASTMbeASg2Fy
lhickness steel
shown
ksi.
ksi.
on an
PLAH REVIEWNOTES
5. General lighling and receptacles shall be run on 15A 120V
circuits with #12 AVIIG minimum wire size. Eranch circuit
conductors shall have an ampacity not less fran the maximum load
to be served. Conductors of muHloutlet brancfi circuits sunDlvino
reoeptacles shall have an ampacRy of not less than lhe raiih{ oi-ttre
branch circuit.
6. 8rancft circuite shall be protected by listed over current
protec*ive devices having a rating or setting in conformance with
Sections 210 and 240 of lhe NEC.
7. The EC shall label each pan€l box and provide a leoibte direetorv
on the inside of each panel door showino clircuit numbdrs and a
complete description bf all ouUets and fiftures on each circuit-8. Sufficient access and workina soace shall be orouided and
maintained about all eleclrical eduibment to pemiit readv and safe
operation and maintenance. All motors shall have disconnect
switches within sight of the motor.
9. All cirofts, equipment, fixtures, enclosures, etc. shal! be
grounded by approved electrical connection and/or bonding to the
systerr.r ground. The grounding system sha{lconform to Sdction 250
of the NEC.
12. The maximurn distanoe between suooorts for rioid metal
oonduit with diarneters up to 1'shall be 10', For dia-meters 1.2S'
and greater the rnaxttre maximum distance betr,veen supports shall
be 14'. Conduil shall be fastened to building supports *fth one hole
straps, Wtrere building supports are not av5ilable l" unistrut shall
be fastened to the building slructural members using 5/16-tr8 self
Epping screws. and the d6nduit shall be supported ising unistrut
pipe clamps.
7" The door lhreshold lip shall be no greater than 1/2". Entry door
harduvare shall be an accessible levei lockset.
SHEETII{DEX
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H+X€FFSS€iftAnta.Ofl l*{?q$nEre.aESW.S T}€€&KY OF frSaREnA}hGlkA* FffiiCffi
VUILLIAMS FIELD SERVICES
WILLIAIiS tsUILDIT'JG 1
INSTRUMENT AIR BUI LDTNG
Serial HufiFed
c-r?600012302?0.1
PREP,TREO SY: ELACKHA$'( Efi UIPI,IEI.IT I{OO€L NUMB.€R 8F1760
1 ?{I I
.T
6
E
DO
NOTES
Seouenee of Operation:
l" lnslrument Air Comsressors
pohr ?3alF
ll. lnsarument Alr Drvers
lll. Suildinq HVAC
lV. Comoressed Air Flour
in s a5o gallan collectiffi barff {TK.651 I,
BEC PIFING SPEC
Compressed Air {CA}
Speclfication Number - 1 1
5t:E 2" afld
PiPe A$TilFA3l 2-TP304-SS€CH 40
Fitiings ASTM-A|O3-rA,P31 6-SS-SCR.D
-Flanges ASTHrA3r2-SS.SCR-
Shutoff Valves VB-12
ThrDttlinq Valle vl--2. Fc-3
Checlr Valre vc-3
S!ra:ners sT-3
VB-12
tral vat'Je. sEunt€s$ steet sall and stem. FNPT
lhr€sded eN'ds, fipTFE sest and s€al,
Flanges: ASTM-A ! 82-F31 SSS-RF
Flange Gaskets: Gartock Blue-Guard 3200
Flange Bolling: A$TM-At9lGRB-r-ss H€x rnachine botts & A194-GR-zH€s HEX nutsHose: H^4
Cleaning Melhod: Blon oul
Test lt4ediurn: Air
Tesl Pressure: 150 PslG qr ',l"'l X internal design gauEe pressure whicfiever is greater. Fackage MA\,rl1p is ?00psi.
NOTES:
1- Use valves wilh a lemp€ralute range of -?0'F to 400'F in all applications where medra t*rnF€aalure lvilhln ttrepipe is excessive" E.G., compressed air line from compressor discharge tc aftercooler,
APPROVED BY
7/7/2023
Approval of this document does not authodze or
approve any deviation or deviations from the
requirements of appli€ble Slate Laws.
HEATERNITU SCHEDULE
r:r Ofr ftFE {FPAC'TY
Kt+ar cfl,icliu s$r trLFll{.it CF. drI.ulflLF. tfiIUFA
l$€aiiq.at!I l6:a
{STESiuiltra!LrfitT!€rT:FS t6 uSHGSIRLSILFF lr.r&uFAcrJnEFS TIAIL 8ft^fr:T ITE'TAI.I *R I{C'ilFiETL]NERE F.ECddt{4E'lnl1l4+t5
RAI COMP RESSOR SCH ESULE
TET rYFE gq,!:E
sF!DSCH
FR€SS PSI $rir:F OF: YrT,
tBs FL\c4sr i*.4 |.Et *SCREYI'tnn 35t6 SJ
AIR REC IVEE R scH DULEE
F=U TYFC-cP. ttT lr{\UFNET.,JFEF
irrola*e.qTY rogilr:nlE{l
EGY'a{5et
EOC€[&f IAf{i{EliilitlioTOSr:6}EAS€,9* FCFcil. Flill. frALCS€.
AIR RSC E
EEA'sifrlcE TTFE U'E RIT€B
lcFrx fl{ttF ETJ'F
rkg
LA'I "F
FOF.
cP" $T
tEs
r4JiuFAc]IlR!fi
I U00€t lto.c-asir !r 4i FOG€ ElTT
?JE
N OTES: ?.if,'(ac€ +p€ l{}tt AFTfF
'!LTEF5,
nEnF ffi t Ca{nOR stltlr''l FtttuFE tiiFu.
fiar ESCAtFrtcli UCL$Tfee
sdTTrGg rl{r4lF.$t[Rg?i l9taEi.*c;
GFA lFYr,rOOi
S1'rTTCri t
1?O$r
I
i F,t!{E-t2B
FAHEXI-IAUST HEDUsc LE
tlg;.:f,IIEU rYF€crPACtTf
CFil ESP
HF ''/'til+rl slEin 0p. if/I
LEq
u:fl1".3{IUEE{
I t octt CC!{TE{8,S
&,41{
EF.1 Ntl4i tr5B 0.125 1tt5 It
CONDENSATE NMENTCONTAi SCHEDU LE
FElt TlP'CAFAIMT
ciU_sfls airs
PESS Fsr HGT
UrFl-r r!T.
ras
UlJ{l-r*gltflEF
N UCOEL po.
l.arA ,.?P&VltALtED PrjStE ftlri{ lttT* ?tus?oHEqtRr!$l clttbSfilslr y laL€iRcst/.IE,qT, tIF T E.JIXI€CD FrrTfl C rse D:slpef*lE {cttEcTtg}J
lt6cLt$t
SCHESUI.ESBtdc".r(-F'{}frr(
o23
Llsf$sE ar{}
FREFARES BY:
r?6s
c,t?6f,wr?3e2aco
Nus6ff
WILI.IAA4S BUILDING 1
INSTRUMEMT AIR BUII NIN(:
NOTES DRAWING STATUS REFERENCE DRAWINGS
GONCRETE GONCRETE GONT.
A. CASTNN-PLAGE CONGRETE
1- REM|NCFS
A ACI 301 'SPECIRCATIONS FOR STRUCTURAI CONCREIE'
8. ACI J18 'EUII.JING CODE REQUIROIENIS FOR SrRUC]UML CONCRnE'
C. ml J06.1 STANDARD SPECIF]CATION FOR COLD WAftER CNCRENNG-
D, AO 3M 'ENURONMTMI ENCINEIRING CONCRM STRUCruRES'
E. ACI SP-15'FIEI-D REFERENCE MAI,IUAL'.
- I-{ql.iol -cutoE FoR MilsURtNG, MtXtNC, TTSPORTTNG ND ptActNc coNcREIE.2. cmRotME wtft oTHER rRmEs To frsuRE AtL GRouNotNc, sL_EEvEs, ruetoumi* moorHER rTEMs tRE |NSTALIID BEFoRE coNcRErE ptAcEt/Em iF curnltt niNiciiriii*rm, APPARS NECTSSR/ FoR tNSTAll OF SUCH mUS, COlClCr ne eHcrlrgn.J. plrcE coNcRm AT A uNtFoRM MTE As closE ls poslslE rb nlei-pbsmoN roPRflEM MX SEGREGATION.4. qqlsLqER CoNCREII SHR|NKAGE tN ptACtMENr SEqUENCE. tF NOT SpECtRC]lLy DETAIED,
CONSTRUCTION JOII.IIS MUST BE APPROVED BY ]HE ENCINEIR _ BOTH TYPE AND -
L0c4Tt0N.
!. loNlquDATE ArI CoNCRETE pT CEMENTS WrrH IHE AtD OF MECMNTCAL VTBMTION.6, PLACE FOOTINGS, PIT.E C.APS AND MA]S IN A CONTINUOUS OPERANON WrHOtff
'''
INIERRUmONS. THE LA.tTx }/mOD MAY 8E UstD PRoVIDED LAYER/Ufl ftIcKNFss
RAr{cE ts 12 T0 24 rNcHEs wtrl No uoRE T}IAN s MtNUm turbtxc effi.il--
PUC]NC OF AD.JACENT I.AYERS - VIBMTE To Mtr,D TAYERS IoGETHER Tb IviJiI';
HORIZONIAL PIA}IE OF WFIKNESS.
Z. 4lr!/un THtcKNEss tN wAt-ts sHout NoT BE GREATER TMN J6 tNcHEs.8. q:q{ ll0 BRooM nNtsH octERtoR coNcRm sunreces pmpeHorcrjLjn ni slopE nr
ADDMON OF FREE WATER AS A FINISHING AID IS PROHI8MD.9, WHEN SLAS CONTRqCTION JOII{B ARE ACCOMPUSHED ry SAW CUTNNG, 'SAW_CIJT' JOIIffiAS S00N AS pR CltCtL - USUAtry WIH|N 4 TO 6 HOURS Or nHSH$tC.10. pRoTEcT tND cuRE Atr coNcREIE sEctt{t{tHe tuvtonmy AmR nHsitillc on srntpprneFonr{s. THts mcLUDEs FoRMED suRFAcEs tF FoRMs AnE srnpieo *niil'zi nouni orCONCREIE PTACETJENI-1I. CONCREIE CONIRACTOR STTAII FROV]DE WRINEN NO-IIFICATION TO IHE SIEEL ERECTOR
TNDICATING IHE DAIE wHEN coNcRErE suppornNc BUILDTNG coLuvlrs t{As ATr rNhi erTHST 75 PERCENI OF lHE SPECINED COIIPRESSTVE STRENC]H,
12. FIE1D REPAJR OR MODIRCATION OF ANCHOR RODS MUST 8E APPROVEO BY THE ENGINETR.
B. REINFORCING STEEL
l. REERFNCFS!
A ACI JO1 \PECIFICATIONS FOR SIRUCTURAT CONCRErE'
B. ACI 'DETAIUNG MANUAT
c. cRsI MsP_l 'MNUAL oF STANDAiD PRAcncE'2. REINFORCING STEEL ASTM A706 DEFORMEO BARS OR ASTTI ffi15 GRAOE 60 DEFORMEOq4E9 wnH etl lctuAL yEt STRENcTH NoT D(cEorNc 78,000 psr eto e neno oi --
_ 4qll4 uLnMArE TErirsttE srnElcTr To AcTTJAL yrErD srnercn Hor Lrss l+ilr i)s.J. qqNgEm pRorEcTloN FoR RETNFoRcEIENT - ctrAR Drsrlr.lcE rnov mCr'oi crjNiim
TO 8AR SITII.L BE AS FOLLOIVS NO]ED:3.1. CONCREIE DEPOSITED ACTAJNST cRoUND oR voID FoRM: J'J.2. CONCREII SURFACES OGOSED TO WEATT]ER OR IN CONIACT WIft GROUND ANER
REMoVAL 0F FORMS: 1 1/2. FOR trs EARS ND SMA[-I_ER, 2' FOR t6 THROUGH 116.J.J. SURFACES NoT flPoSED T0 GROUND OR WEAIHER: J/4. mn SLABS AilO W I ffiH
,11 ND SilTUIR AARS, I t/2' rOn eavs *to coruvNs.4. AnD t5X5'-0' DtAcoML EACH FACE AT il RE_EMruT CORNERS.5. !!99M!!.lE-!f0Ec!NG, tNcLUDtNc DoyrE_s, tN posmoN wft eAR suppoRrs pen cnsl
BETORE CONCREIE PLACEMEM.6, CONTRACTOR TO PROVIDE A GREEN INSULATEO PISIAIL OTF THE REMfi FOR ruCTRIC]A1co{rMcmR To TIE tNTo CROUNo cRtD. SEE ELECTRmL OMWWCS rOn OnerLs
-- -
7. w RBNFoRcING stEE_ pER THE scHEDUtr EELow uHr.gss ntotcarro orlriinsi: or nrDMIiINGS.
E, GONGRETE BONDING AGENT
l.STRUCruMT BONDING ACENI FOR cONcRm: THREE_CoMPONENT wATEi M5EO EPofrg_sll/l_qll{ND cEfrE{r rfpE 'ARM rEc r1o'Br srK com oi ;Coii_iolo Is-.'T{ANUFACTURED SY RJCUD CHEMICAL CO.
F. CONCRETE MATERIALS
1.
2.
J.
4.
5.
6.
7.
PoRnAD CEMtffi: ASni cl50 mE t/il oR v
FLY NH: ASIM C618 CI,ASS C OR FA CoNENT F/ fficHT (tF UsED):1sx UTN|MUM - 252 [,0xtilUM
NoRMr{L WEIGHT AmREGATB: Asru sJ, CLASS tS on Cnarn
WATER: PoTABLE, lN CoNFoRMNCE lvIIH ASII{ ctm2
WATER-REoUCING ADMIKURE: ASIM C4S4
AIR_ENTRAINING ADMIKIJRE ASIV C26O
SfRUCTURAL coNCRm: ACt 3tE, CHAPTERS J A}]D S - SEE MTXES BftOW
coNcRm clAss/usE NoTES:o. USE FoR DRttuo P|ERS, F00T|N6, MATS, sL BS, cOLlJMNs, NDPEDESIS
b. MASS CONCREIE IS DEFINED 6 MATS, SLABS OR SLOCKS THICXER
TltAN 3'_O' IN DEPTH AND A POUR MORE T}TIN 50 CUEIC YARDS
G. FORMWORK
i RmRENcE$
A AcI JOI SPEcIflc{noNs foR SIRUCTURAL coNcRETE'
8, AcI 347 'GUIDE To FoRMWORK FoR CONCREIE.2. IHE CONIMCTOR SIIAIL BE RESPONSIBI-E FOR DESIGN. CONSTRUCTION ND BMCING OFAII FORMIIORK AND SHORJNE.J. AlI VERNCT{L CONCNnE SURTACES SIiAIT 8E FORMED, INCLUDING FOOIINGS,1. nrygE__i/4' x J/4. CHAMFTR oN Ar-L ExposED orirnmn conHrns, iriiGs onrrnwrsrSPECIHED.
H. GROUT
1 !!!INJ!qq! clour (uso):-Aeil c1107 GMDE c NoN_silRtNK, NoN_UErallc pRE_ldx
sucH As 'EvE srffi GRouI. af FNE stAR pRooucls. M|N|MUM I oay coupRessrwsRslGIH ls 4,000 Pst.2, EPOTY GROUI: 'FIVE STAR HP EPOfi GROUT fiREE-COMPONENI, NON-SHRINK GROUI ilFrVE STAR PRODUCTS.J. PREPARE CONCREIE SURFACES TO RECEIVE EROUT 8Y UGHT EUSH MUMERINC TO REMOVE. SURFACE CEUEilT pAStE AND BUC Hotrs _ AppRoxtMTE t/4'A]JptmJDE.,t. Mtx cRoul T0 Flotymle coNstsrnlcy, pucE elo cuni5. GROIJI BS]EATH COLUIIN 8/ASE PLA]ES SHALI. gE PL.ACEO AFIER NNST IER COLUIIN. AIDpornoNs 0F FMrlrNG MvE BEEN EREcTED eNo pruve. cuRE cnb-rh ri Lis-ii "
HouRs BEFoRE ADDmoMJ- LoADs ,RE AppuEo To tHE srRucruRt.-tii coro-wucriix.PROftCT FROM FREEzING AND INCREASE CURE NME.REINFORCING BAR LAP SGHEDULE
REBAR SIZE
HORZ TOP
BAR LAP
LENGIH
OTHER BAR
LAP LENGTH
STD HOOK
DEVELOPMENT
LENGTH
#3 18'15"6'
ll4 24'1a'
#5 30"24'
#6 J6'2a"10'
#7 42 12'
#8 62'4A'
#e 72-54'16'
#10 80'62'18"
#tl 74"20'
I. CONCRETE ANGHORS
1 , DEFoRMED 8lR: ASM706, GMDE 602. asr N PUCE ANCHoRS: Fra54, CRmE J6.A AI NCHOR 8OLE, NUTS, WASHTRS
^}lD
NCHOR MRDWffiE SHALL BE CORROSION
PROTECTO BY EIT}IER:
i, HoT DIPPEo OcrVNtzED pER tsn4 F2329 OR. ii. flEll) PANTM TO MATCH STRUCIUML SIEEL OR EQUIPMEMJ. EMBEDDED stEEL ANCHoRAcE Hor Dip cAtvntzEo onenioi isErierv pER ASIM F2J2s,A P|ATES. RoLlfD SMPTS: ASIH AJ6, FFJ6 KSt
B. HSoED ANCHOR SUDS| AStil etOe ciwe roto_rozo mE B, Fu=60 KStL posr tN$Al]t]) ADHESM (CHEiltCA!) SEr ANCHoRS: nrrgnq,lcE ,coNcnEE iicnoN c,FOR ADHESIVE AND SEE Dd\WNGS F6R T/PLA HAS-E ztNc PLAIED RoD (s0 998 clAss 5.8) w H[Tl.
B. SUPER nN Z|NC ptATED RoD (ASn1 ArgJ CruE 87) B/ HtLTt,
_ 91I4!!!SF ffi RoD (AsrM FssJ, Jo4Aj6) Br HtLn.5. POSI INSTAIIID MECMNISL A}ICHORS: (WK 6OLT rZ D(PANSION A}ICHOR F/ HILT OR.STRONG-B0LT WEDGE NcHoR sY sIMPsoN sTRoNc-TIE6. TNSTAIIA.noN 0F ALt- p0$ tNsralg) ANCH0RS SttAlt eE tt{ Accono,rNcr lim{ ]Hr
IIANUFAcTRER's tvRfirl rNsrRuclroNs AND tArEsr rcc evnuenoH senvriii, rli-ts
REPoRT (ESR-1771).
REF| ACI t2.2
BAR LAP SCHEOULE NOE:A F!ryi _lll. LENGIH! ARE FoR r'c=4,000 pst CoNCRETE AND GR DE 60 BARS wTH ATffi 2 tNcH co'r'ER ND BIR spAcrNc AT LElsr FouR B R DhMErERs, m s itcr*
MINIMUM FOR f9 THRU
'11.B. TOP BIR LAFS ARE HORizoNTAL I-APS WHERE MoRE TMN 12 INCHES oF FRESHqoltcREIE ts FlecED BELotv lHE ErRs. Top BAR L p rrNGTHs rtef et ussD
'
THROUGHOT',I AT Il]E CONIMCTORS DISCRMON.C. GRADE EEAM LAP LMNONS:i I,AP TOP BANS NEAS MID-SPAN, tvfiIN MIDDU THIRD OF SPA}].ii LAF BoTToM BARS NEAR suppoRT, lvrHrN oNE tAp LENSTH oF FooTtNc/pil.-E ff.
J. SOIL DESIGN CRITERIA:]. A GEOIECHNISL REPORT WAS NOT AVALABTI AT THE NME THSE CONSTRUffiON
DOCUMENIS YJERE PREPMED.2, AL], INFONMATION PRESENftO EELOW IS ASSUMED AND SI.UTI BE VERINM SY AGEO]ECHNICA]. ENGINEER PRIOR TO CONSTRUCIION.J, ASSUIJED FRoST DEPTH: J6 |NCHES.1, DESIGN CRIIERIA FOR CONvENnoML FooINGsI ASSIJMED NET AILoWASLE BEqiING
PRESSURE = 2,000 PSF 0N eppnOVrO COVpeCrfO SUBCRIDE
HILTI.
ru ANSI
sPecrFrcATroNs, tND LATEST tCC EVATUATION SERVTCIS, tNC. ES REPORT (ESR*2508).
D. GONCRETE ACCESSORIES
1. nEER&CA:
A ACI JOI 'SPECIFICATIONS FOR STRUCIUML CONCREI!'.2. D(PANSION JOINI MATER]AL
A. ASIT{ 0394 ASPMIT REER T1PE.
-8t.lsl D175?,mE 1 (SpoNcE RU88ER) OR CLOSED CEIL ptASflC FOA.IJ, (Fr'C ORPOLE}MJNE) PREFORMEO NTURS,J. Jolf{T SALAM: SIUCoNE EASE SUCH AS OOW 888 UNLESS N0TEI OIHERWSL4. VOID FORM lrAIERtIf, sMu BE s/ SURE VOID'oR AFPRoVED EQUAL XEEP voID FoRM!4Ell[ DFr DURtNc ptAcEMENL NO |NSIALL tN ACCORoAT{C€ y/rTH MNUFACTURER'S
RECOMMENOATIONS.
A PROVIDE AND INSTAU. BACKFITL RETAINER EOARDS.5. WAIER SToPS: sEf DRAUNGS FOR mEA GENE&{L Frc RIEBM WTH CEIITER BULB BY GRTENSTREAX, SI,IE 7OZ
q:g{qMtcAl RES|STA}{r: ENMRoSTOP lpE-R. SLLE NO. 618 Sy vltSrEC, 4. R|BBE0 yilfr
CINTER BU[B. MflER CIJT AND SPUCE Sr HEAT WTLDTNC lr OtnecnoN o+Nces-lno
r,lrERsEcnoNS T0 MATNTAIN ALlcNuEt{I AND comnNurry or rlr ntes lNo cLrnn-fuLe,C. SEtf D(PNo|NC: V0LCIAY Rx-toi $IIH CONCREIE pRlMER,
24
STRUCTUR,AL CONCRETE MIXES
cLASS/USE
f'c, 28 DAY
COMPRESSIVE
STRENGTH
MAXIMUM
U/ (c+p)
MTIO
MAXIMUM
AGGREGATE
SIZE
TOTAL
AIR
CONTENT
SLUMP
MNGE
GENERAL
$RUCruML
coNcRm (d.)
1.500 PSt 0.4s 1" MtNUs 4.5-7,52
I4ASS CONCREIT
(b.)4,500 PSt 1 1/2'<3.0%4'-6'
REVISIONS
Wiilffis.ev WILLIAMS FIELD SERVICES - PICEANCE BASIN
CONCRETE NOTES
0 Ptc-cN20-3100
NOTES DMWING STATUS REFERENCE DRAWINGS
4 1/2"4 t/2'
(r) A0DtTtoNt TtE
aqfiNT
IETI(
FIELD TO LOCA]E
ND DRILL FOR U_BOL]
TO SECURE PS VENI STACK
SECTION /A\
scJlE lt,T,s,r€F
#4 nES @ i2"
TIES SMIL UVF
6" (MrN.) ovERuP & STANoffiO H00K.
STAGGER LOCA]IONS.
T4 TIE
r /o\thn#Y
(8) #6 VERT 4 1/z'
SECTION ,4\5E-:IE---ftbi
w6 cot
/?\h-#Y
TYPICAL DRILLED PIERiE1[6-
J/41 FI554 cR. J6
THREDEO ROO
wTH (2) NUTS &
2'0 x 1/4" VASHER
t 3/4x12x1'-o'
wIH (4) I i/j6"d HoLES
FoR /4"6 NCHOR BOL]Ssw#+,ffi)
REVISIONS
WILLIAMS FIELD SERVICES . PICEANCE BASIN
INSTRUI\4ENT AIR COMPRESSOR FOUNDATION
PSV VENT SIACK FOUNDATION AND COLUMN
ELEVATIONS & DETAILS
1. SEE PTOT PW FOR ORIENTA]ION ANO LOCATION
0 Plc-cN20-33.t0
1oF1 0