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REVIEWED FOR CODE COMPLIANCE
SUBIECTTO NOTED EXCEPTIONS & INSPECTIONS
GARFIELDCOUNTY
Barqarh, [Lg (Arnlicant) BIHI-08-23-8248 DATE G-6-21 BY
Solvay f, hemicals, lnc. (0wner)
Fre-Manu. Skid Building E l8Z ER 25, Parchute
Eallahan Bnmpressor Statiun
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WILLIAMS FIELD SERVItrEsi
-PItrEANtrE EASIN-REFERENCE DRAWINGS AND INFORN,IATION
WILLIAMS FIELD SERVIGES
GALLAHAN COMPRESSOR STATION
ELEGTRIGAL PACKAGE I ISSUED FOR GONSTRUGTION
DWG. NUMBER REV DRAWING TITLE
cA-E00-001 0 ELECTRICAL _ DRAWING INDEX
cA-E0l -00'l 4 TLECTRICAL - AREA CLASSIFICATION
cA-E09-00 1 6 ELECTRICAL PANEL SCHEDULE _ PP_l
cA-E09-002 0 TLECTRICAL - PANEL SCHEDULE PP_2
cA-E1 0-001 6 ELECTRICAL _ ONE LINE DIAGRAM
cA-t13-0't0 0 ELECTRICAL - CABLE SCHEDULE
cA-E1 4-001 4 ELECTRICAL - UNDERGROUND CONDUIT PLAN
cA-822-O01 4 ELECTRICAL AREA PLAN _ GENEML GROUNDING
cA-E22-002 0 ELECTRICAL AREA PLAN - ENLARGED VIEW IA COI/PRESSOR BUILDING GROUNDING
cA-E22-0 1 0 0 ELECTRICAL _ GROUNDING DFTAILS
cA-t22-011 0 ELECTRICAL _ GROUNDING DFIAILS
cA-822-012 0 ELECTRICAL _ GROUNDING DilAILS
cA-824-0 1 0 0 ELECTRICAL _ HEAT TRACE _ KF/ PLAN
cA-E24-01 1 0 ELECTRICAL AREA PLAN _ IA COMPRESSOR BUILDING HEAT TMCE PLAN
cA-E24-0 1 3 0 ELECTRICAL _ HEAT TRACE SCHEDULES
CA-EJ2_OO,I 0 ELECTRICAL _ HEAT TRACE DIIAILS - SHEIT 1 OF 2
cA-E32-002 0 ELECTRICAL - HEAT TRACE DIIAILS _ SHEII 2 OF 2
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AREA CLASSIFICATION LEOEND
FACILITY INFORMATION:
COUNTY: GARFIELD, CO
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ELEVATION: 5,288 FEET
LATITUDE; 39"28'06.32" N
LONGITUDE: 108"05'12.32" W
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J 1JJ251 -UPCWES PHNE 2 01/16/t5 JK
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Jun 2, 202J - l:Bpm WILLIAME; FIELD SERVIGES
-PItrEANtrE BAE;IN-AND INFORMATION
LOCATION:
MOUNTING:
GROUND BUS:
NEUTRAL BUS:
CONTROL ROOM
SURFACE
COPPER
VOLTAGE:
MAIN:
BUS:
AIC RATING
VOLTS, L-L
AMPS
AMPS
KAIC
(sEE DRAWTNG NOTE 1)
AMPS
200
225
L0225
PANEL: CALLAHAN PP-1(NEW)
3 WIRE
240 /720
PHASE BREAKER LOAD (VA)LOAD (VA)BREAKER
A B
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DESCRIPTION
a 2 2 7 20 600 o SCRUBBER HEATTRACEo20015L12VALVE SKID HEATTRACE
L30L32a41000o200VALVE SKID PIPING HEATTRACE
L
COMPRESSOR BUILDING LIGHTS
5 a 6
2 20
1000o150
R COMPRESSOR BUILDING RECEPTS202
7
2
8 I 20 900o150CON DENSATE TAN K HEAT TRACE
1000 L20I9a10SPARE
1000 L
COMPRESSOR BUILDI NG ROWB
900 tT o 12
2 20
o
L
30 2
13 a 74 3s0GC BUILDING HEAT o 900
16
2 20
350 L
OUTSIDE LIGHTS
L 200 15 t 15 oVALVE SKID LIGHTS
18 1 15 300 L LIGHTING CONTACTORL20015t77aCONTROL ROOM LIGHTS
a 2 20 7 20 300 o SAMPLE TUBI NG HEAT TRACER36019
FUEL GAS HEATTRACE2022Io222120R360
CONTROL ROOM RECP #1, #2
o201,23 a 24 7@LGC BUILDING LIGHT
26
2 20
700 o BATTERY CHARGER (SENS)
L5 1 25 2 oO650GC HEAT BLAN KET
L2459 o250027a28o2L25
L23/,9 o PANET PP-2 INSTRUMENT AIR BLDG.
2s00
20 2
29 a 30CONTROL ROOM HVAC o
32 -14C8 LMo31a
o 34
2 20
1400 LM
COMPRESSOR BUILDING FAN B
o
30 2
33
CATHODIC RECTIFIER
a 36 1400 MR20135CATHODIC RECEPTACLE
a 38
2 20
1400 M
COMPRESSOR BUILDING FAN A
2A 1,37SPARE
39 a 40 1400 M
COMPRESSOR BUILDING FAN C2024ta42
2 30
1400 MSPARE
20499 2091949604310 suB-ToTALS (VA)
vA 211.202s4s92s229TOTAL PANEL CONNECTED LOAD:50688.00 AMPScoNNECTED LOAD (VA)
UB-TOTALS (VA)
VALL AMPS
DEMAND
LOAD
t!o-
F
CONN
LOAD FACTOR
PANEL DEMAND CALCS
3780L540070%TOTAL LIGHTING LOAD
5600M5600100%TOTAL MOTOR LOAD (Exc Largest)
70%1134R7620TOAL GEN REC LOAD
28274.4o3s26880%TOTAL OTHER LOAD
3s00LM2800125% LARGEST MOTOR LOAD
42228.450688LOAD (VA)
1) GFCI Breaker (5mA Sensitivity)
2) GFEP Breaker (30mA Sensitivity)
0d16123DATE:
ENGIMERSG SE&
SWI SOIELY ru?ESENT
MWI Cf,OWED DESIGN
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PANEL SCHEDULE PP_2
flIs DRA{ING 15 frE
PROPEffi OF WILUNS
AND IS NOT TO FE USEO FOF
NY PURPOSE OTHffi frN
frAT FOR WHICH tr IS
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06/t6/23 UL TH0fltr, wsn6 - h ffitI [G 7 clffiil - ND Fm ffiffi LML NONE 12/05/22 0
OATE 8Y CKRry.NESCRIPTIONq-[-001 CAISN PAEL $HEDUE PP.]
Edit€d By: LORIWCffiER
Jun 16, 202J - ll:274m WILLIAMS FIELD EiERVItrEEi
-PItrEANtrE BAE;IN-cA- E09-002
cffi:
ilctEs:
WED 6S'Y:
*1 /A'
+1 /2'
NFOR[/ATION
LOCATION:
MOUNTING:
GROUND BUS:
NEUTRAL BUS:
I/A COMPRESOR BLDG
SURFACE
PAN EL:CALLAHAN PP-2 VOLTAGE:
MAIN:
BUS:
AIC RATING
240 /12o
125
VOLTS, L-L
AMPS
AMPS
KAIC
(sEE DRAWTNG NOTE L,2)
COPPER t25
!25 AMPS 3 WIRE 22
DESCRIPTION
LOAD (VA)BREAKER PHASE BREAKER LOAD (VA)
DESCRIPTIONUJo-
F 0A 0B
tt1o-lfl
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F
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LrlFOz A B
ttulFoz
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UJJoo-0A 0B
LIJo-
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C-650A AIR COMPRESSOR #1 MOTOR
M 3968 40 2
1 a 2
2 40
3968 LM
C-6508 AIR COMPRESSOR #2 MOTOR
M 3968 3 o 4 3968 LM
DAMPER-01 o 50 20 1 5 a 6 L 20 240 L BUILDING LIGHT
DAMPER-02 o 50 20 L 7 a 2 8 7 20 1200 o C-650A HEATTRACE - GFEP
BUILDING FAN & LOUVER #1 o s18 20 1 9 a 2 10 I 20 1200 o C-6508 HEATTRACE - GFEP
BUILDING FAN & LOUVER #2 o 518 20 L LI a T2 1 20 360 o ANCILL. POWER
t/A RECETVER & DISCHARGE AIR LINE
HEATTRACE - GFEP
o 905 30 2 13
2
a t4
2 30
1500 o
BUILDING HEATER
o 90s 15 a 16 1s00 o
SPACE L7 a 18 SPACE
SPACE 19 o 20 SPACE
SPACE 2I a 22 SPACE
SPACE 23 t 24 SPACE
SUB-TOTALS (VA)5Mt s44r 6908 7028 SUB-TOTALS (VA)
103.41AL CONNECTED LOAD (VA)12349 L2469 TOTAL PAN EL CONNECTED LOAD:
TOTAL PANEL DEMAND LOAD:
NOTES:
1) GFCI Breaker (5mA Sensitivity)
2) GFEP Breaker (30mA Sensitivity)
24818.00 VA
26754.00 VA
AMPS
AMPS111.48
UJo-
F
CONN
LOAD
DEMAND
PANEL DEMAND CALCS LOADFACTOR
TOTAL LIGHTING LOAD L 240 80%r92
TOTAL MOTOR LOAD (Exc M 7936 IWo 7936
TOTAL GEN REC LOAD R 0 7W%0
TOTAL OTHER LOAD o 8706 700%8706
125% LARGEST MOTOR LOAD LM 7936 9920
TOTAL LOAD (VA)24818 26754
L. This panelboard will be provided by Blackhawk Equipment Corporation as part of l/A Building Skid fabrication
2. Electrical Contractor to i nstal I 30A 2-pole ci rcuit breaker (ckt #13 & 15) with 30mA GFEP (Ground Fault Equipment Protector) Sensitivity.
06116123DATE:
NOTES;
1. THIS PANELEOARO WLL 8E PROVIDID BY BL,ACKHAWX EQUIPMENT CORPOMTION AS PARI OF I/A
EUILOINC SKID FAERICANON.
2. ELECTFICT! CONTRACTOR TO INSTALL JOA 2.POLE CIRCUI 8fiTtrER (CK. #1J & 15) WIIH
JOMA CFEP (GROUND FAULT EOUIPMINT PROTECTOF) SENSITMITY.
52 10
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J(ilBot /22/t9181792 - HT POffi MOH INWRIB IO PUrcIGE Pffi4
WILLIAIiS FIELD SERVICES _ PICEANCE BASIN
CALLAHAN COMPRESSOR STATION
JKMocI t4l6rJ - puRcHAsf PoffiR tNSTtrLED3
J(2
ELECTRICAL
ONE LINE DIAGRAM
JX
frIS DMWNG IS ilE
PROPffi OF {IUNS
ND IS NOT TO BE USED FOR
NY PURPOSE ONtr frNrur FoR Mtq I ts
SPECFIruY ruRNEHEO,
07/31 /t3llJ071 - As-gUlLT I10t507 PffiE
UL THca-tL-100 OEN 12/06/11NTS 6OD OMflflG NUIBER
DATE EY CK5E, tNC.oEscRlflroNlnev.
Editd 8y LOSI.N()ffi
Jun ll, 202J - lo:@om WILLIAMS; FIELD SER\/ICES
-PICEA.NtrE BAEiIN-cA-E1 0-00 l
fln:
NGUS:
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UTILITY POWER
(xcEL)
NOT IN SERVICE GoNTBOL ROOM
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UTILITY POWER
13.2kV,14
WVIE POWER
12U240V,19
f -l PLC PANEL --t
LOCATEO
AT SWITCH
RACK
2OOA, SPOLE
OOUELE THROW
TRANSFER
SWITCH
24VDC-
LOCATED
AT SWITCH
RACK
24VOC
XCEL 30A tlDISCONNECT
WMB SWITCH
r/c f10 (TYP.)
SPME
L _l
ENGIffiRING Sru
Sru SOUIY SPESENT
MW, CLO@ED DESICN
. -l--T-
2OOA MAIN
PP"1
PANELBOARD
42 CK'l
SENS 24V
BAfiERY
CHARGER
254,
PLC
GD
FD
E-NET
ESD
GC
H2cl
PLC PANEL
24V FUSED
l,/o
ROC-s03
HUB
ROC-107
RADIO PANEL
INDUSTRIAL
PC PANEL
BATTERY BANK
300lVhr
INVERTER
120V,10
5A
2401',l20VAC
125AMAIN
24-CtRCUtT
REFERTO
cA-E0$002
FOR PANEL
SCHEDULE
AIR COMPRESSOR BUILDINGPP-2
1"1D'C
D-1
200A
DISCONNECT
METER
200A
DISCONNECT
LOCATED
AT SWITCH
RACK
06116123DATE:
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06/16/27 UL ]H0lmt m6{t6-Affi m 7coffi -tsoffi(m LMT NONg 02/06/23 o
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POWER AND CONTROL
0 P-PP1-28,30 120n&vA(CALLATAN MAN PP,1 PANELBURO. 125A CRCUtr ARSKER CKT
#26 & SO LMATED N COMROL RMM
PP-z (BUCKUW
FURNSHED PANELAOAM)I2O24OVAC PP-2 LMAED N NRUi.€MAR EULDNG 36 31 XHH!V26mV,(3) 1/C #1n (1) 1rcffi
GNO N I-12RS
f,KdrE mE xHHw-2 600v (3) i i 2-31 -
,421 W (1) 112-31-3271 GND OR EOUALS
3 (0i6) + 1
1o.27')
ROUED UNDERGROUNO BEIVGEN IHE COMTROL RMM
NEW NSTRUMEM AIR BUILDNG
0 (HT1.2) V-650ARRECEVER Wr 120240VA(PP-2
g0N4OVACPP"2,3OACRCUT BREAKER CKT #13,#15 LMATED N
NSMUMEMAR AULDNG -AR RECEVER HEATTilCE
HEATRCE COMPONEM
MC
HATTMCE COMPONEM AMBIEM SENSNG fr ERMGTAI
comoL$35 XHHW26W,(3) 16#tO(1) 1/C r10
GND N 1'R6
sKON rIE TPE XHHW-2 600V {3) W(ilC)
I i2J13151 (ALK) W(1/C) 112-3t-3153
IRED) w(lrc) 1 12-3r-3152 {W) AND
Irc) 1 1231-31s (Gil) GNO OR EOUALS
4 (0.18")+ 1
(0.18)
]dDUTTOBE RMED FRff Pro PANELBOARD NSDE UABLDGTO
{STTMCE COMPONEM
NOTES:
], SHOWN Cffif LilGftS ARI EflMAED NO sHil BE WRIflED BY INSUIR IN FIES'
CEIfS SHI NOT 8E OROffiEO PRE_Cfr TO SHOWN 8Nffi5.
06116123DATE:
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cA-E1 4-OO 1
TOTE&NCES
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CALLAHAN CON1PRESSOR STATION
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01/2s/15 JKMOC* I436IJ _ PURCHffiE POWffi INSTAIIEO2
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ELECTRICAL
UNDERGROUND CONDUIT PLAN
ffIS ORAWING 15 THE
PROPEffi OF WtrINS
NO IS ilOT TO 8E USEO FOR
NY PURPOSE OfrER frN
flAT FOR WHICH IT IS
SPECIFIfrLY ruRNISHEO,
JK03/0J/14ORAV]ING NII.IE UPOAIE
4a5/0a/12 OEN DEN r/r6"=1'-0"t1/21/110ISSUEO FOR CON$RUCTIONcA-EL-200OLO OilWNG NUMBER
OATE EY CKIEVOESCRIPTIONsE, tNc.ORICINAL OilHNCS 8Y cA-E1 4-OO1
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WILLIAMS FIELD E;ERVICEs;
-PItrEANtrE BASIN-10Fl
CUTS:
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WED NS'Y:
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x1 /2'
Ediled &r Loflt.wcffifl
Jun lJ.'202J - l0:1km
OIPPED) SIEEL CONDUIT (RGSC), ND MUST BEAMINIMUM
INDICATING DANGER ELECRIC LINE BURIEO EELOW TO 8E
24 INCHES BELOWOF GMDE.
BELOWINfrEPUCEDINCHESTRENCHCONOUIT
RFVISIONSFFFRFNCE DRAWINGS AND INFORMATION
PhsTtc
WARNING COMPACTED
TAPE
PLANT
E
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EE9.
# 4i0 AwG
STMNDED
COPPER
9.9.
TYPICAL DUCT BANK SETUP
N.T.S.
PUSTTC
SPACERS
INTERMEDATE SPACERS (in)
ltzE c D
FACILITY INFORMATION
wo+sT'
W 0+00{'
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76mm (3')
SKIOMOUNTEO
LIGHTPOLE
2 - 250W ilGHrS
P-100, P-101 (UlSTlNGl
c.1m, c-101, c-r02
BASE SPACERS (in)
SZE c 0
.FIRSI SIZE INDICATES TMDE SIZE OF DUCT,
SECOND NUMBER INDICATES SEPRTION BETWEEN CONDUITS OR DUCTS
TYPICAL DUCT BANK DETAIL
I - 2.112'c Pvc. s0frHN,pGNDt.t ----- \,A- \
\ t"t*'e
POWERPOLE
I
2"1/2',C. PVC,410ftHN,82GND
,-----1--"
ACCESS ROAD
XCEL METE&OISCONNEC]
AND WMB OISCONNECT
2'C, Cf AND MffiLOCATION (FUTURE UIILfr POWER)
E 1+504',1 il2'C. (3)sC#10(CoNDTNKHT)
fc. (3)*i6sHLoPR(LtT-808,L|TS7,LITS6)
2'C. CAPND MRK LOCATION (FUTURE UTILft rcWER)
ACCESS ROAD
NOTES:
1. CONOUITND GROUNDING ffiE SHOWN SCHEMTICALLY ONLY. CONTMCTOR SMLL AVOID ALL OBSTACLES AS
MUCH AS PMCTICAL. MCT L@ATION ANO ROUTING SSLL BE DETERMINED WITH N AUTHORIZEO
REPRESENTATIVE.
2 CONTMCTORSilLL UTILIZE UISTING HST TMCE CIRCUIT FOR METERSKID HilITMCE.
1'C.
(1) RS48s (REMOTE MErER SIGNAL)
(1) 4/C #16 SHLo (MVS)
COUNTY: GARFIELD, CO
ELEVATION: 5,288 FEET
LATITUDE: 39"28'06.32" N
LONGITUDE: 108"05''12.32" W
16123061DATEI
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QJItC
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(2) ilC
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814 (C-M.6704)
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CONTAINMENTRING
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ANDWMB DISCONNECT
CONOEN$1E {ANK
VTSSEI GROUNDING
CENEM;OR
STEEL
Ia
CONTANJEN] RING
SYSTEM GROUNDING
-400voIXLET
METER SKID
NEVI
COMFRESSOR
SUlL-DrNC
SEE ENURGED
ACOMPRESSOR BUILDING
DWG. CA-E2.002
1. ALL GROUNDING SHALL BE INSTALLED ACCORDING TO THE
GROUNDING PLANS, THE ELECTRICAL DETAILS, AND WILLIAMS
GROUNDING SYSTEMS DESICN SPECIFICATIONS. THE GROUNDING
AND BONDING SYSTE[,{ SHALL CoMPLY WTH NEC 250 AND
INSTALLED ACCORDING TO RECOGNIZED INDUSIRY STANDARDS.
THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL
BELOW GRADE AND ABOVE GRADE COMPONENTS AND
TER|liINATIONS.
2, DUE TO THE UNIQUE PHYSICAL STRUCTURE OF THE SITE AND THE
ASSOCIATED EQUIPMENT, PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL FIELD COORDINATE ALL UNOERGROUNO WORK,
THE ROUTING OF THE UNDERGROUND GROUNDING/BONDING
COUNTERPOISE AND CONOUCTORS, THE DEPTH OF THE
CONDUCTORS, IHE PIPERACK/STRUCTURE PENETRATIONS, AND
THE FINAL EOUIPMENT LOCATION AND CONNECTIONS TO AVOID
FIELD CONFLICTS AND CONFLICTS WITH OTHER TRADES, REFER TO
THE CIVIL STRUCTURAL, AND VENOOR DRAWNGS FOR ADDIIIONAL
INFORI'{ATION.
J. GROUND CABLE TO EAUIPMENT, SUPPORTS, AND STEEL SHALL BE
GREEN INSULATED, OF SIZE NOTED ON DRAWNGS,
4. ALL GROUNDING CONDUCTORS SHALL BE STRANDED COPPER WTH
GREEN 6OOV USE RHH_RHW RATED XHHW (XLPE) INSULANON,
5. GRoUNO RODS SHALL BE 5/B', DIAMEIER X 8_FT LONG, HOT
OIPPTD GALVANIZED STEEL, AND SHALL BE INSTALLED WTH A
MINIMUM OF 2 FT OF LENGTH BELOW THE FROST LINE,
6. BEFORE INSTALLANON OF CONNECTORS, ALL CONTACT SURFACES
ARE TO BE CLEANED AND WRE BRUSHEO, AFTER BRUSHING,
APPLY ,'OPENER A'' (BURNDY OR EAUAL) TO ALL CONTACT
SURFACES, MANUFACTURER'S INSTALLATION RECOMNiENDATIONS
ARE TO BE FOLLOWED.
7. ALL MITAI RACEWAYS & NON CURRENT_CARRYING METAL PARTS
OF FIXED OR PORTABLE EQUIPMENT, REGAROLESS OF VOLTAGE,
SHALL 8E GROUNDED BY AN INSULATED COPPER CONDUCTOR.
8. GROUNDING CONOUCTOR STUB_UPS THROUGH CONCREIE SHALL
BE ENCASED IN PVC SCHEDULE 80 CONDUIT.
9, CONNECTIONS FOR TAP CONDUCTORS SHALL BE MADE UTITIZING
BURNDY HYGROUND COMPRESSION CONNECTOR SYSTEM INCLUDING
THE EMBOSSED COMPRTSSION OUTPUT FORCE NUMBER OR EAUAI.
10. [,{AX|N,iUM EARTH CoUPLING IMPEDANCE lS T0 BE 5 oHMS 0R
LESS,
11, BEND IN ABOVE GRADE GROUNDING CONDUCTOR MUST BE ROUTED
WITHOUT SHARP BENDS OR 90 DEG. ANGLES, AND MUST BE
APPROPRIATELY PROTECTED FROI,I PHYSICAL DAMAGE USING PVC
CONDUITS \IHERE NTEDTD, SUCH AS WHERE EMERGING FROM
BELOW_GRADE.
]2. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FURNISH ALL
GROUNDING MATERIALS SHOWN, AND NOT SHOWN ON THIS
DRAWING. INCLUDING GROUND CONDUCTORS, GROUND ROOS, PVC
SCHEDULE 80 CONDUIT AND IVISCELLANEOUS MATERIALS REQUIRED
TO COMPLETE THE INSTALLATION IN ACCORDANCE WITH THE LATEST
VERSION OF THE NATIONAL ELECTRIC CODE NEC 250.
]3. REFERENCE DRAWINGS CA_E22_O1O THRU CA_E22'012 FOR ALL
GROUNDING OITAILS.
14. CONIRACTOR TO LOCATE EXISTING GROUND GRID (GROUNDING
ETECTRODE) IN AREA WHEREVER APPLICAELE AND TIE TO NEW
GROUNDING SYSTEM.
LEGEND AND SYMBOLS
DESCRIPTION
1
GROUND ROD
CONNECTION AT THE EQUIPIViENT
CONNECTION AT THE GROUND GRID
SYlvlB0L
a
o
@
T
a
15. CONTRACTOR TO VERIFY ALL ON*SKID CONDUCTIVE EOUIPMENT, IF
AVAILABLE, IS BONOED TO SKID STRUCTURE.
16, THE ELECTRICAL CONTRACTOR SHALL PERFORM CONOUCTIVIry
TESTS ON ALL FITIINGS, COUPLINGS, TERMINATIONS, AND BONOS
PRIOR TO COIiPLilING BACKFILL, ALL UNDERGROUND
CONNECTIONS SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE PRIOR TO BACKFILI.
GROUNO CABLE, BELOW
GROUND #4/O STRANOED
COPPER WITH 6OOV GREEN
CROSS_LINK POLYITHYLENE
(XLPE OR XHHW) INSULATION
GROUND CABLE, ABOVE
GROUND #2/O STRANDED
COPPER WITH 6OOV GREEN
CROSS_LINK POLYETHYLENE
(XLPE OR XHH!Y) INSULATION
OR STRANDED BARE COPPER
GROUND IAP, #2/O COPPER
GREEN INSULATED
17. AT THE COMPLITION OF THE PROJECT, THE ELECTRICAL
CONTRACTOR SHALL PERFORM FORMAL ELECTRICAL CONDUCTIVIil
TESTS, RECORD THOSE RESULTS, AND PROVIDE THE TYPED AND
DOCUMENTED RESULTS TO THE OWNER'S REPRESENTATIVE FOR
THE OWNER'5 RECORDS. THE OWNER'S REPRESENTATIVE SHALL
WITNESS THE RECORDING OF THE RESULTS.
18. GROUND RODS SHALL BE DRIVEN BY HANO OR BY A POWER
DRIVER TO A DEPTH TOP OF ROD ]8'' BELOW FINISHED GRADE.
LOCATE THE GROUNO RODS AT THE STRUCTURE,S CORNERS,
COOROINATE THE FINAL PLACEMENT OF THE GROUND ROOS TO
AVOID CONFLICTS WITH THE FOOTING.
19, ALL GROUNDING AND BONDING CONDUCTORS SHALL BE ROUTED
AND PROTECTED TO AVOID ANY PHYSICAL DAMAGE, ALL ROUNO
RINGS AROUNO PIPERACKS, STRUCTURES, TANKS, OR EQUIPMENT
SHALL BE PERMITTED TO BE INSTALLED IN BACKFILL FOR COLUMN
FOOTINGS ANO FOUNDATIONS WALLS. THE GROUND LOOPS SHALL
BE PLACEO AT A MINIMUM OF Jo_INCHES FROM THE OUTSIDE
BUILDING WALLS. THE GROUND RING SHALL BE INSTALLED WITH
SUFFICIENT SLACK SO THAT MOVEMENT DUE TO BACKFILLING OR
SOIL I/OVEMENT WILL NOT STRESS CABLE.
FOUNDATION REBAR
GROUNDING CONNECTION
GROUND TEST WELL
TOLERANCES
LML TH
:OMPNY/FACIUfr:
WILLIAMS FIELD
CALLAHAN
SERVICES _ PICEANCE BASIN
COMPRESSOR STATION06/16/23+toq llilc2J6{16 - h stsul Rfc 7 cslttxs$l - l$Jm Fffi mislnlrlIil
03/03/ I 4 JKl]RAWNG NA,}IE UPOATE
o1 /27 /t1 cwzSSUM AS EXISTING
nrui
ELECIRICAL AREA PLAN
GENERAL GROUNDING
THIS DRAWNG IS THE
PROPERry OF WLLIA.VS
ANO IS NOT TO EE USEO FOR
ANY PURPOSE OTHER THAN
THAI FOR WHICH II IS
SPECIFICAtrY FURNISHEO.
GW11 /06/oaIAS-BU|LT - M#17J39
CG 1/16"=1'-O"4os/28/0610/ti/t6 CG CE0SSUED FOR CONSTRUCNONCA-EG.OOIOLD OMIvING NUMEER
BY CKDATEDFSCRIPTION
]fiIGINAL DRAI{INGs 8Y wuAl,iS
REQ DIrPRovEo 8Y:
lNo
IOMWNG NUMSER:
I ca-rzz-oot'HEfl
NUMBER;WILLIAMS FIELD EERVItrES.PItrEANtrE BASIN-
CUTS:
INGLEs:
WELD ASS'Y:
+1/8"
+1/2'
Edied 8y: LoRl.WCffiR
Jn lA,2O2l - ll2lam
REVISIONS
GEOOETIC
9.a
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GROUNDING
CONNECTION
F 1.00{
PURCNAS€
rcWER POLE
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\
ACCESS RCA]
E2{00T'
DATE:
B
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cA-E22-OO2
TOIFRNCES WLLIAMS FIELD SERVICES _ PICEANCE BASIN
CALLAHAN COiVIPRESSOR STATION
NE:
ELECTRICAL AREA PLAN
ENLARGED VIEW IA COMPRESSOR BUILDING GROUNDING
THIS OMWNC IS THE
PROPERW OF WLUAiIS
AND IS NOT TO BE USEO FOR
ANY PURPOSE OTHER ]HAN
THAT FoR lilHlCH lI lS
SPECIFICALLY FURNISHED,
06/16/23 LIJL IH 3/4"=1'-O"LML 004/o3/230oc, uilc2J6{16 h ffi ftc 7 clftiusfl ssljto Fofl milsRmilCU DMWNG NUMEER
DATE BY CKDESCRIPTIONREV,ORIGINAL ORAWNGS BY cA-E22 00210F1
Fdited Bv: LORI.WS$€R
Jun 1J,'202J - l0rloom
wiilf#s{4V
WILLIAMg FIELD SERVItrES.PItrEANtrE BA.siIN-
cfis:
ANGLIS:
WEI D ASS,Y:
+1 /8"
*1 /2"
R
v450
d-R\ffi
RECEIVER
EF.2
EF.I
D65OB--]-
ORYER
c-6504--'lA-
COMPRESSOR
G55OBtr
COMPRESSOR
D-650A--A-
ORYER
2'-z 9/16-
J8-1
PP.2
12O/2+0vAC
PANELEOARO
COMPRESSOR
BUILDINGSKID
LEGEND AND SYMBOLS
DRAWING LIMITS. NO MATCH DWG.SYMBO DFSCRIPTIONr-t a
o
@
I
o
GROUND ROO
FOUNDATION REEAR
GROUNDING CONNECTION
GROUND TEST WELL
EXIST]NC CONNECTION AT THE EQUIPMENT
SYSTEM
CONNECTION AT THE GROUND GRID
GROUND CABLE, BELOW
/G18\
u-E22-O12
GROUND
COPPER
#4/0
WITH
STRANDED
6OOV GREEN
I
CROSS_LINK POLYITHYLENE
(XLPE OR XHHW) INSULATION
GROUND CABLI, ABOVE
GROUND #2/O STRANDEO
COPPTR WITH 6OOV GREEN
CROSS_LINK POLYEIHYLENE
(XLPE OR XHHIV) INSULATION
OR STRANDED BARE COPPER
GROUND TAP, #2/O COPPER
GREEN INSULATED
9'
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={o
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TIE TO EXI5NNG
GROUND SYSTEM
ENLARGED
vlEw
ln compnesson BUILDING
scAt-E| 3/4'=l'-0'
L
DRAWING LIMITS. NO MATGH DWG.
J
6
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F
=
3
D
E
F
G
G
NOIE
THIS DEIAIL WAS TMEN FROM WILUAMS DRAWINC SO_E22_001, OEIAIL ''1
ATLOW SPACE FOR
CROUNOING RES'STNT TE T
CLllIP LOOP ATTACHMENT
BURNOY G4R6126,
ERICO GCO64
ofl tQUr[rOP OF
TOP OF CRIOE
TE5T lYtll H0USINGi
- ER|C0 T116C_ KUSLER P655
- fficER l62PS
IEST HflT HOUSING
(5UBJTCT ]O VEHICUW TRAFFIC)I
- ffirco T416A--J - crntsn m8 8ox VFI4XP6
6. EKR]SION ND FOSR UO
- tlaR0ER 362PS21CllS80
GROUNDING B-ECTROOE
(stE LrcExD a sfigots)
FOR GROUNDING
STNOAfiD DNAL
SEE OITA]L 'G5,,- (SEE NoIE 5)
,/
(ortc cA-E22-oo1)
LEGEND SYMBOL:
GROUND ROD TEST WELL DETAIL
NIS
NOT USED
NIS
N!I]E
THIS DITAIL WAS TAKEN FROM ULUAMS DMWNG SD_E22_001, OETAIL "5"
\
s
s
IRfi aERSIBTT COMPRESSION CONNICTOR
(EURNDY YcLR2sc5srN oR EouAt)
FoR t/o oR 4/0 coN0ucToR
(sEE ctNERtL NoTEs Btloll)
TIN PII]EO
MNG
(alliEr{T B)
FOR CALVNIZID
I
I
I
I
I
t\ /GR0UN0INC ELECTRoOE SnT$iS\ lser ucno a vuoors;
CROUNDINC ROD
(sEt NoTE s)
(DYlc, cA-E22-oo1)ROO TO BE
PtACtr)
BESIDE MN
EROUNDINC
c0N0uctoR
GENERAL NO,IES
Al 8tt0w cnOE N0N-GALVAI]|ZED SItrL 0n
UIIINSULATEI] COPPER SHIII BE COAIEO vlfTH ENHIR
SPRIY-0N| 'CCt GIwNIZ{NG'PRo0UCT 0R CtfiAt
JzOIA INSULATING ALKYD RD OINEL,
LEGEN0 SYM8OL: R
GROUND ROD IRREVERSIBLE
GOMPRESSION FITTING DETAIL
NTS
NOT USED
NTS
NOTE:
THIS OETAIL WAS TMEN FROM WILUAMS ORAUNG SO-E22_001, DETATL
,'5"
\_.
>-
CROUNOINC ITTCTRODT-
srsrEils (sEE NolE 2)
IRRAMSIBLI CO|IPRESSION
CONNECTOR BURNDY YGHC-C
0R Eou[
(sEE NOIE 7)
BURNDY "YGHC-C,, CONNECTOR OR EQUAL
4/O IO 4/O YGHC29C29
4/O rO 1/O YGHCz9C2b
fr2
1/O IO 1/0 YGHC26C2€
1/O rO #2 YUHCZbUZ
LEGEND SYMBOL: I
ABOVE AND BELOW GRADE IRREVERSIBLE
ION FITTING GONNEGTION DETAIL
NTS
GOMPRESS
NoTEI
T}IIS OETAIL WAS TAKEN FROI!,I WILUAMS DMWNG SO-822.O02, DETAJL
,12.,
sURNOY YCF2S'2N
CROUIOING PUE
IF REOUIRIO, TXTEND TO
SKID, BUIII}ING OR EOUIPIIENT
EURNOY YEHA
COMPflESSION
TERIIIMJ.S
(oR E0UAL)
coNcRm 0urmD
FOR CI-ARIIi
RTEAR
TYP,
S,S, I]ACHINE MLT
& LOCX WASHERS
Kro*o,n, rttcTRoDE s/s-Tt]rs
I" PlC SCHEDULE 10
CONOUIT A]TACHEO TO
FOUNDA1ION
(sEE CENEMT N0IE5 Btrol{)
BURNDY Y6HP-C
COMFRESSION
CONNIflOR ATTACHED
T0 Loltsr
OUTERMOST REEM
CENERAL NOTES
(srr rEcENO & s**s) LEGENO SYM8OL,
r SECURE I' P1't SCflEoUtr { CoNDUIT T0 !€RnC[ S|DE
OF CONCSEE TOUNOAT]ON AT A MINIMUI.I OF TvlO
LOCATIONS IIIIH CONDUIT CLAT{FS
FOUNDATION REBAR DETAILNOT USED
NTS
MINIMUM
f{olE 1)
NTS
NOT USED
NTS
NOTES REFERENCE DRAWINGS
DRAWING
DATE:
WILLIAMS FIELD SERVICES - PICEANCE BASIN
CALLAHAN COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
GROUND ROD & WIRE CONNECTIONS
(SHEET 1 OF 3)
WILLIAMS WILLTAMS DWG rD (DOC. No.)REV
DWG, ID
Rev.7 TYPICNT TTECTRICET CROUNDING DETAILS GROUND ROD & WIRt CONNEC]IONS
SD-E22-002 Rev. 7 ryPrcAL ELECTRICAL GROUNDING DETAILS BUILDING & FEN
0
REVISIONS
CHECKED BY:APPROVED BY:
ENGINEER:
DRAWING SCALE: NONE
DATE:
BSEE NO.:
DATE flffi[$9 cn-ezz-oto 0
3
I
?
I
5
3
NOT USED
MS
-l
vrE{l
r
I
I
I
I
I
s0N
PNEL SruO
EOUIPMENT
CROUNO 8M
IOIE
IHIS OETAIL I'IAS TAKEN FROM WILUAMS DMWING SO_E22_004, DETAIL,,2S'
TI1CLOSURE OR CMINET
MflA WK
IMERNI PNtr
112 Awc (cRN)
TO GROUNO SIU[]
ON DOOR
SIGM[
Btx
(BY PNEL MFR)
CROUSE-HINOS
CG8 OR EQUAL
8URNOY KCKF2s
BUIXHE{O CONNECIOR
CROUNDINC ELECTROOE
(sEE LTGEND &
l'i$AL RACI(
&
FIFCNOD€ SISTEMS
sYllE0Ls)
ELEVATION
LEGEND SYM8OL: !
GABINET OR ENGLOSURE RAGK MOUNTED
DETAIL (w/ SIGNAL REFERENCE GROUND BAR)
EG. PLC OR REMOTE I/O PANEL
NTS
NOT USED
NTS
TO
GROUND
GRID PER
PLANGENEIiAL NOTES. #10 AWG FoR J/4" CONDUTT. #8 AWG FOR l" c0NOUlT. #6 AWG FoR t-1/2" CoNDUTT. #2 AWG FOR J" & 4"
GENERAL NOTES. JUNCTI0N BOX c0NDUlT AND FITTINGS SH0Wi!
DIAGRAMMATICALLY ANO SHOULD NOT BE USED FOR
CONSTRUCTION,
LEGEND SY[.{801: I
TYPICAL JUNGTION BOX CONDUIT GROUNDING
NTS
OPEN VIIW OF
JUNCTION BOX
MYERS SCRU_TITE GROUNOING HUB
OR APPROVED EQUAL
(2" AND 4" rYP.)
HEXHEAD NUT & WASHER
JUNCTION BOX WALL
GENERAL NOTES
1. CONTRACTOR SHALL DRILL AND TAP HOLE FOR SERVIT POST AND APPLY COPPER COAT TO
THREADS.
2. CONTRACTOR SHALL ALSO CLEAN I/ETAL UNDER SERVIT POST TO BARE METAL FOR
CONTINUIry.
.1. WHEN THTCKNESS OF METAL BEING TAPPED PER|/|TS - LOCK WASHER AND/OR NUT ON
BACKSIDE SHALL 8E USED.
4. AFTER INSTALLATION CONTRACTOR SHALL ALSO PRIMER AND PAINT EXPOSED METAL.
5. ALL PARTS ARE "OR EQUAL,'.
BILL OF MATTRIAL
ITEfu1 QTY DESCRIPTION PART NO.
1 CROUI\O CLAN,IP, MECHANICAL GROUND, SERVIT POST BURNDY #K2C_26
2 A/R GROUND WIRE, GRID TAP #2 COPPER GRETN
INSULATED
LEGEND SYMBOL: I
JUNCTION BOX GROUNDING
MS
EURNDY YCHA
2"
FIELO WED
ts
EOUIPMENT
1/4'fflcK cARBoN srEEL PurE ORILL & TAP FOR APPROV€O SIZE LUG
OF LISTED COMPRESSION DWICE
2"EURNDY YGHA
FIELD WEU E I
EOUIPMENT
DRII & TP FOR APPROVED SIZE LUG
OF LISEO COMPRESSION DEVIC€
FOR USE Wfr LUC ryPE
CONNECTOR BURNDY YSHA
ALTERNAE BOLE PAfrERN
EQUIPMENT GROUNDING LUG
NTS
_C
NOTES REFERENCE DRAWINGS
Willffis,ev
WILLIAMS FIELD SERVICES - PICEANCE BASIN
CALLAHAN COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
ELECTRICAL EQUIPMENT
(SHEET 2OF 3)
DRAWING NUMBER DRAWING TITLE
Rev.8 TYPICAL ELECTRICAL GROUNDING DETAILS ELECTRICAL EOUIPMEN I
Rev- 6 fiPICAL ELECTRICAL GROUNDING DETAILS ELECTRICAL EAUIPMEN I
COUNTY/PARISH: GARFIELD STATE: COLORADO
0 r,{oc# ur!1c236416 -CHECKED
3,lut'.1$?oo" "o.,,
wrllrAvrs DWG rD (Doc. No.)REVISION:
LIVIL TH
APPROVED BY:
0REV:DRAWN tsYI CHECKED BYi APPROVID BY:
ENGINEER:flffi[$9 cn-rzz-ot tREVISIONSDRAWING
NOT USED
NTS
NOT USED
NIS
WALLOF TANK, EQUIPMENT
ORVESSEL
ANCHOR BOLT COMPRESSION CABLE LUG
EOUIPMENT
GROUND LUG OR
#ZO COPPER
GROUND CONDUCTOR
BASEANCHOR
6" MtN.
(150mm)
CONCRETE
BASE
ONE-HOLE CONOUIT
STMP (2 REO'D)
FINAL GRADE
1'(25mm)
RIGIO PVC
CONDUTSLEEVE
(SEE GENERAL NOTES BELOW
CONNECTTO
GROUND GRID
(sEE LEGEND & SYMEoLS)
LEGEND SYMB0L: !GENERAL NOTES
S€CURE I. PVC SCHEOUII 10 CONDUIT TO VTXT]CAL SIOE
OF CONCRTIT FOUNOATION AT A MINIUUM OF TVO
l0cAn0Ns wffi coNDUlI cLAllPS
VERTICAL VESSEL GROUNDING DETAIL
NTS
NOTE:
THIS OETAIL WAS TAKEN FROM WLLIAMS DRAWNC SD-E22_005, DETAIL ''J7''
$Dlvttr T0 sKtD fRlliE 0N wE8
0R 80N0 T0 s.5. NilA 2 l10tt PID
WTH BURNDY YCHMs2N ND S.S.
MfiOT/MT OR ORILL A,IID INsilLT
EURNDY KC2881 SERIII POST
TOP OF FOIINDATION
TOP OF GfrE
=1
==CONDUII AITACHTI)
TO FOUNOAT]ON
(sE[ N0TE 6)
sYslEilS
(sEt LEGENo & SYUS0LS)
LEGEND SYlr,lBOL: I
SKID FRAME GROUNDING DETAIL
NTS
NOT USED
NIS
NOT USED NOT USED
NTS NIS
NOT USED
NTS
NOTES REFERENCE DRAWINGS
Willffis,ev
STATE:
WILLIAMS FIELD SERVICES - PICEANCE BASIN
CALLAHAN COMPRESSOR STATION
ELECTRICAL
GROUNDING DETAILS
VESSELS AND STRUCTURES
(SHEET 3 OF 3)
1 6
I TYPICAL ELEC] RICAL GROUNDING DETAILS VESSELS AND ffi
0 uMC236416 - tA FRSION - ISSIJED FOR CONSTRUCIION BY:DArE:12126122
12t26t22CHECKED BY:WILLIANIS
DWG. lD (DOC. NO.):wtLLtAMS DWG lD (DOC. NO.)REVISION:
LIVIL 06/16/23 TH BY:0REV:DMWN BY:DATE REVISEDI CHECKED BY:APPROVED BYI
flffif$9 cn-ezz-otzREVISIONSSCALE:REVISED:
6
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TOLffiCEs FIELD SERVICES - PICEANCE BASIN
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WILLIA.MS FIELD EiERVItrES
-PICEANtrE BASIN-
Edited &: LOFI-WCNE8
Jun lJ.'202J - I0rllon
cml
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WELO ASS'Y:
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PURCHASE
POWER POLE
XCELMETERDISCONNECT
AND WMB OISCONNECT
E 1+50:0'
ACCESSROM ACCESS ROAD
FACILITY INFORMATION:
COUNTYi GARFIELD, CO
ELEVATION: 5,288 FEET
LATITUDE: 39'2806.32" N
LONGITUDE: 108'05'12.32" W
-r-Tfit-itT rT
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L--!J----+*-L:------+J-----I I l-J--**tt
TRACE PLAN
H[
HEAT
NEW
IA
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BUILDING
)
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TK-806
CONDEN$TETNKTK-807
CONOEN$TE TNKTK-808
CONDENSAIE TNK
06116123DAlE:
GLOUDING INDICATES
NETV CONSTRUCTION
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Ambient sensins Themostat - nvent/Ravch€m AMC-1Hc,A-E24-O11 1 1
Power Connection l(it {ForVessel & Pioe) - nvent/Ravchem -JBM-1GA21
Lioht€d End Seal kit- nvent/Ravch€m - E-10G1-A32
oryR sedes H€atTrac€ Cable lforVessell - nvent/Ravchem - 20OTVR2-CTmfr
Bw seri€r HeatTraca cable lfor Pioe) - nvent/Rev€hem - 3BTV2-CT
1 smrll pi.e AdaDtor Kit- nvent/Ravchem -lSgSPA
T:^L Ad,6t.r kit - nV.nrlRev.h.n - SF-l&T
Al',6in',h TanF - .VFnr/Rev.h.h - AT-1tO
Elad/.rr...d l:h.l<- 6Vanr/Rev.h.m - rn -FNGI ISH95
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TOLERAI{CES WILLIAIilS FIELD SERVICES PICIANCE BASIN
CALLAHAN COMPRESSOR STATION
ttE:
ELECTRICAL AREA PLAN
lA C0i\,{PRESS0R BUILDING HEAT TRACE PLAN
THIS DRAWNC IS THE
PROPERI/ OF WI]IAIIS
AND IS NOT TO 8E USED FOR
ANY PURPOSE OTHER THAN
THAT FOR WHICH IT IS
SPECIFICAIY FURNISHED.
TH 3/4"=1'-O"04/o4/23 o06/16/23 LML LML0tocl uti[?J6{t6 - tA sYSlIli RtC 7 cotitxsoil - tssu$ rffi milslnucmilO$ DRAUNG NUMEER
BY CKDATEREV.DESCRIPTION]RIGINI DRAWINGS BY 10F1
NO REq Oi
cA-824-O1 1
WILLIAMEi FIELD SERVIEES-PItrEA.NtrE BASiIN-
cffi:
ANGLES:
WELD ASS'Y:
tt /8'
11 /2"
!t/{
Edited By: L0RI.NNER
Jun lJ.202J - l0rllom
REVISIONS:FFRI:NCF DRAWINGS AND INFORMATION
DRAWING LIMITS. NO MATGH DWG.
l--t
PLANT
PP-2
HEAT TRACE LEGEND
= AMC'IH AMEIENT SENSING
frERMO$AT
@H
= POWER CONNECTION KII
MULTIPI.E CIRCU'T
= UGHIEO IND SEAL
-
= ILECTRIC HEAT IIACE
= CAELE TAG
= H0MERUN TO
POWER SUEPANEL
= coNnNUES TolFRoM
LOru DtrCE/EQUIPMEffi
-----------+
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=
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4\ SECTION
THIS DRAWINC SCl([r NIS
NOTES:
HEAT TRACE DESIGN ND CALCUI:{TIONS ARI 8ASE0 0N
CALCIUM SIUCATE PIPI INSUI-ATION, IF OTHIR
MATTRIAL 15 USED PLEASE INFORM ENGINEER AS HEAT
TRACE EItt OF MATERIAL MAY 8E DIFFERENT.
2. VESSEL HAT TMCE INSTAIIATION MUS 8E FOILOWED
CALCIUM SIUCAIE INSUTATION NO INSIAIITD AT A
MINIMUM LOWER HM OF VESSEL HEIGHT,
J. HEAT TRACE TOR INSTRUMEI'fi AIR RECEIVER MUST
COMNUE WRAPPINC FROM ilE LOWER HAIF OF
VESSEL DOI{N TO 1il2' DMIN LINE l}1O ALL THE WAY
BACK TO IHE BUIT.DING WALL.
4. REtrR TO lllLUAl,lS SPECIHCAIoNS 40 42 06C FoR
HOT INSULATION CONS]RUCTION SPECIRCAIION AND 40
12 O6E FOR HOT SERVICE INSULATION INCINEERINC
SPECIBCANON,
5, RECEIWR SKIRT HIDDEN FOR INFORMATION CURIIY
REFELETeE !E4w4eq
CA-E21-O1O * HEAT TRACE KEY PL,AN
CA-E24-011 _ IA COMPRESSOR 8UILOING HEAT ]RACE PLAN
CA_E24-O1J _ HEAT TRACE SCHEDUTES
CA.EJZ-OOI _ HAT TRACE DITAILS
CA'EJz-OO2 _ HST TRACE DETAILS
SEGTI
THIS DRAWINC SCALEI MS
NOTE 5
IA COMPRESSOR BUILDING-----EfATTmcETLAN--
5'
DRAWING LIMITS. NO MATCH DWG.
scALE:3/4"=1'-0-
I tfi2 v-650
002 oRY AtR
RECEIVER
NOTE J
D-650A---lA--
DRYER
G45OB-_-lA-
COMPRESSOR
c.6504---ir
COMPRESSOR
D-650B--lA-
DRYER
EUH-1
C
D
D
E
E
F
F
G
G
3
cA-E2+-O13
TOLffiCES WiLLIAMS FIELD SERVICES _ PICEANCE BASIN
CALLAHAN COMPRESSOR STATION
ELECTRICAL
HFAT TRACE SCHEDULESSPECIflruLY
s6/16/2J UT B0xtrf w${t6-uwtrc7cffin NDrfr ffi LML NONE 01 /23/2J 0OLD OMTING NUME€R
OATE BY CKDESCRIPTIONRry.ORIGIilI DUWN6 BY
WILLIAMSi FIELD siERVItrE5;
-PItrEANtrE BAEiIN-10F1 cA-E24-01 3
CUEI
NGLESI
+1 /A'
*1 /2'
Edited 8y: LORI.WNER
Jun lJ, 202J - t0rllom
REVISIONS
PIPING LINE NUMBER SECTION CABLE TYPE POWER CONNECTION KIT TEE LIGHTED END SEAL FOOTAGE PARALLEL RUNS TOTAL FOOTAGE NOTES
HTI-AI R DISTRI BUTION LI N E 00L 3BTV2-CT JBM-1OG,A X 25 1 25
HT2-I/A RECEIVER oo2 2OQTVR2-CT (AS JBM-100-A) ABOVE X 70 L 70
AtR DTSTR|BUTION LINE & l/A RECEIVER - 32 DEG F FREEZE PROTECTION
crRcurrrorAl (FT)95
3BTV2-CT REQUTRED (FT) 25
2oQTVR2-CT REQUTRED (FT) 70
CIRCUIT 30A
TOTALWATTAGE 1.89 KW
STARTUP CURRENT 10.8A
OPERATING CURRENT 7.LA
PANEL PP-2
CIRCUIT NUMBER 13,15
0611u e"
OAlE:
B =
=
5
c
D
E
E
F
G
64
c
COfiE SilL
PPE SroP
UGHI
CRIMPS
TIE
LCASH
STNO
HEATER
NTSrHr{_9vG
ELOCK
REUEF
E_]OO'12.A END SEAL KIT
ctAss I, Dtv 2
/f,\ tND SEAL KIT W/LED SIGNAL LIGHT
3 TII4ES LENGTH OF SHOE
HS1NC CMtf SUPPORT SHOE clrss TpE (mcAL)
EOTTOM VIEW
PIPE
ISOM[IRIC
NTS
PIPE SUPPORT INSTALLATION
IUPORTANT
THEOSAIL BELOWSHOWS
THEGENEM! INSTALUTION
MSHO0.
TYPICAL PIPE SHOE SUPPORT INSTALLAIION
REC0MMENOED L00P LENGTH FOR PIPE SHOES: 9X LENGTH 0F SHOE
JBS_1OO_A POWER KIT
CLASS 1, DIV 2
SINGLE ENTRY POWER TERMINATION KIT
cA*E32-OO 1
JUNCTION EOX
SERVICE LqOP
CONDUTT OTHERS)
CA'LE
NTS
45 "(NoMTNAL)
HFANNC ffiLE
INSUTATION
(cOMPRESSIBL[
0R cR00!€D
RrcrD)
SFFL SEEL
HEAING
(NoMrN[)15'
(ftPrru)
GLASS TAFE
(rYPrcr)
STEEL
PIPE
NTS
PIPE PIPE
PI ACFN/ ENT OF HEATING CABLE
H64TINC
CASLE
12 TNCHES(mrru)RECoMMENOE0 L00F LENCTH FoR n-ANCE: 2X PIPE DlA.
ICAL FLANGE INSTALLATION
PIPE
NTS
SELF REGUTATINC
HilTING CABLE GLASS TAPE
(ftPrcAL)
C6S TfE
HilNNG CffiLE
THERMAL INSULANON
IBOW INSTALLATION
PIPE
(nPrcAL)
TYPI
NTS
{,lll-
CffiS TFE
cl-Ass Tpt
ANO
FOR
ryPICAL VALV
BODY
(rprcAL)
HSIR
PIPE
(mrcAL)
(GENEMLLY,
FoR < 12"=
E
NTS
I ATOR INSTALLATION
HEATER
UTILIZE ALUMINUII TAPE, FULL COVERAGE
VHERE
ANNITIONAL HEAT TRANSFER IS REOUIREN
SEE OESIGN ISOMETRIC
FOR SPECIFIC HEATING
CABLE LENGTH NEEOEO
2X PIPE DIAMEiER
> 12"= DIAMEIER)
J_4 FEEI
DIAMEIER
S1O HEAT TRACE
CONTROLLER
S2O HEAT TRACE
CONTROLLER
06116123DATEi
TEE CONNECTION BOX
coNoUlT SEAL
-
-
olscoNNEcT swlTcH
TRUCK NOZZLE
-
coNoutT stql
HSTING CABLE
INSTALLATION
o1/23/23
(r'/PrcAL)(r/PrcAL)
(rYPrcAL)
(r'/PrcAL)(r/PrcAL)
NTSNTSNTS
]OLffiCES IS THE
WLLIAMS
BE USED viili#sev NONE0Ediled &: LORI.WCffiER
Jun lJ,'202J - 10:llom
DATE
F INSTALLATIONryPICAL TRUCK CONNECTION INSTALLATION
#IS DRAWING
PROPERTY OF
AND IS NOT TO
SL
BY
TH
CK
HATER
cA-E32-001
(ftPrcAL)
LOOP
TYPICAL SPLIC
LML
10F2DESCRIPIION
OLD ORAWNC NUUEIR
ORICINI OMHNS BY
CALLAHAN COIVPRESSOR STATION
FIELD SERVICES _ PICEANCE BASIN
CUTSI
NCLES:
WELD ASS.Y:
r1 /a"
+1 /2"
WILLIAMEi FIELD SERVIGEEi
-PICEANtrE BAEiIN-
END SEIL CONNECTION
SEE OflAIL 14 FOR CID] CONNECTIONS
ryPICAL HEAT TRACE CONTROLLER
NOTES:
CONDUtr SilS REOUIREO FOR
NON_FACTORY SEALED OISCONNECT
SWITCH.
CONOUIT SEALS NOT REOUIREO FOR
siolgzo HEAT TRACE coNTRo[ER.
ELECTRICAL
HEAT TRACE DETAILS _ SHEET 1 OF 2
CLASS 1, DIV 2
FOR NY PURPO5E
OTHFR THAN frAT FOR
tT ts sPEclflcA[Y
ruRNISHED,
{trtffis{t6, hffi! ffic 7 ffiil - NsFffiffilruffi
D
D
E
G
G
+32
10
53 a
3
l
i
c
/6T\ TYPICAL C1D1 POWER AND END SEAL INSTALLATION
SFAI ING FIfrINGWITH PLUGS
UNION
HAK-JBJ/HAK-C.1 OO
NTSTHIS DWG
CLASS t. DtV 1
WITHJUNCTION BOX)TERMIML BLOCK
CORE INSUUTOR SILICONE BOOT
RINGISRMIML
JUNCTION BOX'
UNIVERSAL MOUNTING
BMC(ET
(P[UG REQUIR€D FOR
USEAS ENOSSL)
CONVOLEXTUBING
COMPRESSION
I
I
\
\
\
I
I =ENDSAL
HORIZONTAL TANKS
CONTROLTEMPEMTURE
SENSORBULB
= HIGH+IMITTEMPEMruRE
NIS
tr
L
A
CAL HEATER INSTALLATION ON
AII 30 {ALUM. TAPE) OR
BULBCUMP BC 35
CONTROL TEMP. SENSOR
BULBORHIGH{IMIT
TEMP. SENSOR AULB,
)(
cA-t32-OO2
RECOMMENDEO LOOP LENGTH FOR PIPE SUPPORTS: 3X PIPE DIAMEI€R
ryPICAL PIPE SUPPORT I
NTS
N
SIEELPIPE
AT_180 TAPE
AN/BIFNT SENSING THERMOSTAT
CONDUL[t
TEE
CONOUT
SEAL
DRA]N
NfS
c0N0utEt
DRAIN
AT- t 80
OPTIONAL
HEA-ITR
(m.)
(SEE NOTES)
OPTIONAL
FACTORY S€ALED
swtTcH
FLEXISLE CONDU{I
WATERTICHI
JUNCTION BOX
Jgs-100-a
-N!IIE!
CONDUI SroS REOUIflED FOR
I}I ERMOSTAT,
MIT]ONAL CONDUII SEAL
R€QUIREO FOR NON.FACTORY SEA,ED
DISCONNECT SI{ITCH,
CONOUIrI
ftE
ALUMINUM TAPE SR CAALE
SR CAALE
(B0TT0t\,i vtEW)
TRACING
DEIAIL A_A
NTS
VERTICAL VESSEL WITH SKIRT
ENO SALSR JUNCTION BOX
SR CABLE
ALUMINUM TAPE
NOTE 3
RTD JUNCTION
BOX
(FIELO MOUNT)
ALUMINUM TAPE
SR JUNCTION BOX
RTD PROBE
(IFAPPLICABLE)
NOTES 1 1
SR JUNCTION BOX
(MOUNI ON TOP
oF PtPE)
SUPPORT
BMCKET
HATTMCE
JUNCTION BOX
(FIELD MOUNT)
RTD PROBE
(IFAPPLICABLE)
NOTE 9
ENO SAL
NOTE 10
RTO JUNCTION
BOX
(FIELD MOUNT)
06116123DAI E.
NOTES:
1. DIIAIIS ABOVE SHO!4 ]HE GENEML INSTALLATION MEIHOOS.
LI
JBN/ WIRING DETAILS
g
n
rfi-r\
NTSTHlS DWG
L2
GND
JUMPEft
(TYP.l
Ps,rrr €oonsclion f gr twD
o. thrci hrltlng crblrt.
Po*cr
!ilFpt?
NOT USED
NTS
T0fficEs WILLIAMS FIELD SERVICES _ PICEANCE BASIN
CALLAHAN COMPRESSOR STATION
nru:
ELECTRICAL
HEAT TRACE DEIAILS - SHEET 2 OF 2
EIS DRAWNC IS THE
PROPERft OF WILLIAMS
AND IS NOT TO BE USEO
FOR NY PURPOSE
OTHER THAN ilAT FOR
WHICH IT IS SPECIflCAIY
ruRNISHED.
0 mf ms{t6 - [ wt m 7 cffiil - Ns Ffr ffi s6/16/2s UL THOU OMWING NUil8ER LMt NONE 01 /27/23 0
Rry.OESCRIPTION DATE BY CK
cffi:
NGLESI
wEtD 6S'Y:
rt/a"
!t/2"
Fdited Avi LoRl TACNIER
Jun 1J.'202J - l0:llom
wittffisev
WI LLI.A.MS FIELD SERVItrES
-PICEANtrE BASiIN.20F2 cA-E32-OO2REVISIONSREFERENCE DRAWINGS AND INFORN/ATION
E
E
F
7+
6
3cA-F60-OO4
o+/25/14 JK TOLERI}ICES5
+MOC# 1JJ215 - DELTA V UPGRADE _ AS_8UILT 11/26/t3 JK
WILLIAI/S FIELD SERVIC[S _ PICEANCE BASIN
CALLAHAN COMPRESSOR STATION
GWJISSUED AS EXI5IING 01 /26/ 1l
06/16/23 LML TH8l/0{, uuc2t6{r6 - l/r sail ffic 7 c0tlvlxsot{ - tssjrr Fon c0{slxlfil0{
Et FCTRICAI SCHEMATIC
PLC t/O 32 CHANNEL D.r. CARD - SLOI #2
THIS ORAWNG IS THE
PROPERI/ OF WLLIAI4S
AND IS NOT TO BE USED FOF
ANY PURPOSE OTHER THA]\
THAT FOR l/lHICH II IS
SPECIFICALLY FURNISHEO.
7 Mocr,184794 - 2018 REViloATIoN a1 /23/tS JK
0+/16/15 JKMOC# 13J251 * ELECT/MECH,/SAFETY UPGRT'ES FHASE 2OLO OMWNG NUM8ER cA-EC-004 CG NTS 1o/25/06 8
REV,DESCRIPTION DATE BY CKWILLIAMSrRrcrN[ ORAt{tNcs 8Y cA-E60 004RFVISIONS
WELD A55'Y:
CUTSI
NGI FS:
*1 /8"
*1/2"
Edit€d By: LoRl.NCffiR
Jun 1J,2023 - l0r12om
wiilmGZ7l>-
WILLIAMS FIELD SERVItrES-PItrEANEE BASIN.
;"""I
REFER TO DWG
cA-E60{01
(PLc)
ESD-002
JBjD ESD{03 JBjD
ESD-004
PB{10
AL AL
KS-001
AL BAfrERY CHARGER AL
T
XSSOO
t-_ _ cpMPlrE$)oB.lBUrLDIqG _ _
FSHH{01 -f JBj:lD *
BUBK
xA-302
RUN STATUS xA-304FROI/ K1
n-306
LOCAL:X:X:DA
INPUT= l/ \
OUTPUT = O \
TA-X
TERMINAL#
SLOT #
YO ADDRESSING SCHEME
MODULE SLOT LOCATION
INTERFACE MOOULE
FORSLOT#2
1492-tFM40024
DISCRETE
INPUT CARD
(srNK)
17691032
DC COM 2
DC COM 4
Xx
! rocm,z,t,onre.o STN, ESO P.B. #1 CONTROL ROOM PANEL
I rocm,z,r,ontn.t STN. ESD, P,B, #2 STN. MAIN GATE
GN/AK I rocer,z,r,onrn.z STN ESD P,A. #3 COMPRESSOR AUILDINGALffH
BUBK I rocer,z,t,onrn.s STN, ESD P,B, #4 COMPRESSOR BUILDING
RDruH ! rocer'z,r'oere.+SPARE
@ rocm,z,r,onte.s SPARE
! LocnL,z't,onta.o I\4ASTER ESD RELAY TRIP
BURD I LocnL,z,r,oetn.z STN. ESD RESET (CONTROL ROOM)
OF/GN ! LocnL,:,t,ontn.e STN. AURM BEACON TEST (CONTROL ROOM,
B LocaL,z,t,o.lta.s COMP. BLDG. FIRE DETECTION BYPASS
KEYSWITCH
WH/RD/GN Q LocnL,z,t,ontn.to COMP, BLDG. GAS DETECTION AYPASS
KEYSWITCH
BKBWH @ Locer,z,t,oatn.tt BAfrERY CHARGER FAULT ANRM
fl LoceL'z,r,ome.rz BATTERY CHARGER LOW VOLTAGE S/D
BLMH/OR
@ Locer,z'r,onrn.r:GENEMTOR COM[4ON TROUBLE ALAR[4
@ rocm,z,t,onrn.r+GENERATOR RUN STATUS
WH/RD/OR @ LocnL,z,l,ontn.ts SPARE
RD/BK
@ LocnL,:,t,ontn.te COIVIP, BLDG FD #1 FIRE S/D
@ LocaL'z,t,oale.rz COfuIP. BLDG FD #2 FIRE S/D
@ Locm,z,t,onte.ra CO[4P. BLDG FO #3 FIRE S/D
CO[4P. ALDG FD #4 FIRE S/D@ rocar,z't,oara.ts
{ rocm,z,t,onrn.zo INST AIR COMPRESSOR C-650A
TROUBLE AURM
@ rocm,z,t,onrn:t INSTAIR DRYER D.6TOATROUBLE AURM
OR/RD { rocer,z,t,oern.zz INSTAIR COMP C.65OA RUN STATUS
@ rocm,z,t,onrn.z: (INSTAIR COMP C.65OB RUN STATUS
{ rocer'z't,onrn:+COMPRESSOR C"101 RUN STATUS
@ LocnL'z,t,ontn.zs COMPRESSOR C.102 RUN STATUS
ml LoceL,z,t,oern.zo COMPRESSOR C-103 RUN STATUS
BK/RD/GN @ rocm,z't,oern.zz COMPRESSOR C-l04 RUN STATUS
{ rocer,z,t,oere.za COMPRESSOR C-105 RUN STATUS
OR/BK/GN @ LoceL'z,r,orra.zs COIVIPRESSOR C"106 RUN STATUS
{ LocnL,z,r,onte.:o INST AIR COMPRESSOR C.65OB
TROUBLE AURM
@ LocnL,z,r,oetn.ot INST AIR ORYER D-6708 TROUBLE ALARM
WH/RD/BL ( oc colr r
fi occov:
V)
z
c
D
E
E
F
F
G
G
cA-E60-O1 1
06/16/23 TML IH TOTE&ANCE55 lil0cl ul/c2s{16 - /r srsr}l RtG 7 c0{vm$ol - ls$m Rx cotlslnllclull
01 /2J/1s JK
]OMPNY/FACILIfr:
WlLLlAlvlS FIELD
CALLAHAN
SERVICES _ PICEANCE BASIN
COMPRESSOR STATION4 lMoc# 1s4794 - 2018 REViloAnoN
01/16/15 JK] IMOC# 13J251 - ELECI/MTCH/5AfTI/ UPGfiTDES PHASE 2
JK01/25/142 loRAHrNc NNE UPDATE
'ITLEi
ELECTRICAL SCHEMATIC
PLC t/O S CHANNEL A.l. CARD - SLOT #9
THIS DMWING IS THE
PROPERT/ OF UIIIAIiS
AND IS NOT TO EE USEO FOR
NY PURPOSE OTHIR THAN
]I]AT FOR WHICH IT IS
SPECIFICALLY FURNI5HEO,
t1 /26/1J JK1 IMoc# 13J215 OELTA V UPGRADE _ AS_BUILT
DN DEN NTS 05/16/12 5os/24/ 12O IMTASUREMENI UPGRAOEOLD DRAWINC NUMEER CA-EC-01 1
DATE BY CKREV.DESCRIPTION5E. lNC.ORIOINAL ORAIIIINCS BY
DMWNG NUMBER:
cA-E60-01 1
Edited Bv: LORI.NCffiR
Jln 13.'202J - l0:l2om
wittffisGZ7.Y
WILLIAME; FIELD EiERVItrES.PItrEANCE EIAE;IN'
CUml
l.J{GLES:
wnn Ass Y:
*1/8
*1/2'
+1/4'
REVISIONSGS AND
1492-AtFM8-F-5
SLOT #9
1 769-tF8
FFERENTIAL
REFER TO DWG
cA-E60401
(+24VDC)
(-24VDC)
BIUE
RD
PtT-906 WHITgBLUE
LtT-400
c2avDc) <#reruE-
INPUT =
OUTPUT
A-X
=o TERIV1INAL #
SLOT #
NOTES:
1. DtP SWITCH MAY BE REQUIRED TO SHORT
OUT UNUSED ANALOG CHANNELS TO
COIIMON.
FACTORY POSITION = OPEN
2. FUSES ON THE IFM N4ODULE ARE 250mA
TYPICAL.
l/O ADDRESSING SCHEME
BR
@ 'in
o*
@vnino-
0.0 - 500 PSID
STATION SUCTION
PRESSURE CONTROL
SK
SPARE
fl"n,*
@vrrinr-
WH/BK
WH/BR
II
WH/BR
fl,'n.*
@v,,int-
INSTRUIV]ENT AIR RECEIVEF
PRESSURE PIT650
WH/RD
WHiOR
@,,n..
@vnins-
INSTRUMENT AIR DEW
POINT AIT.65OA
WH/OR
GY
Atr{50B-
@ "no*
@ vrr in+-
INSTRUfulENT AIR DEW
POINT AIT.65OB
GY
_*__l
PIT-650
PAIR #,1
AtT-650A
ArT-6508
PAIR #1
--tr
PAIR #1
L
WH/GY
WH/BK/BR
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APPROVED BY
P[.AN
7/7t2023
Approval of this document does not authorize or
approve any deviation or devialions from the
requiremenis of appli€ble State Laws.o23
!4" X l,l'B1Jl1-Bl[tG
.ltj?-
RE{1O1,'Ae!-E llFTlNG
NORTIJ SLE?ATION =AST ELEVATION
!i,IEST €LEVATIOITI GtIOU}lDIT.]G LUGg
LOCATEO Oiii OFPOSI|TE
C'SRHERS OF EUI{DII.IG
SOUTH ELEVATION
BY:tla)!.t-a
HOFES gY: AYC
l.Exterior ligJrt provided rnd installod others onsit€ELEV.qTlrll.lSBLAC'(HATA/I(
:ry @! cfur rrs f,3*tt* 15 qri*--_:_':rj:e!*s*(eTj
i:as'.'s lE sF.{v ; ;E-i !6r;'.:_i: '!" {'t ::l::,*R*:.:rft !iF:-'l T#5 Stri41 tilr&€t
C- tieAt*Xi230?!BO WILLIAITS BUILDING 1
INSTR UMENT AIR BU ILDING
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APPROVED BY
7/7/2023
Approval of this document does not authorize or
approve any deviation or deviations from the
requirements of appli€ble State Laws.
cot*PREssoR
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1'f OI&{OHF DECK PLATE Fi.OOR SURfACE.
ll,E SKID [tEltEEfiS.
5'CiRLTSLE SEru-lrTE CLOSED CEtr sPfirlY fO4U
DCSIt rt*un€scEMr THERU.ALS A4FF!aR,lLIOU,D ApPUE$ PSIUEF.l REFEn IO ESR-3702-1 AilD CSAlll|E
fiANII.C,cEIURER A.PPUCATIOil ]T+STRUCTIC\\S APFUENAIJ{}CLTAEO E€FCRE CLC'SEBC€LL$ORAY FOAM
iXSULATI$N
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1?€&lrL50ISSUED FOfi CONSTRUtrT]ON L'J vffl3 )RAY/ll HY: AlJr/3?X3l
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WLLIAMS FIELD SEfiVICES
WILLIAM$ BUILDING 1
IHSTRUMEHT AIR AUJLO}NG
Sedal Humber
c-'r78000i?3{t2?00
PREPARED BY: ELACKFIAIVI( EOUIP'*ENT }/tODEL EF1?60
2 +5 i I 3 t0
72
F
B
RIGGING & INSTALLATION INSTRUCTIONS
A. STAND,ARD NOTES FOR RIGGING SUPPLIER
D" RECOMMENBED RIG GING ARRANGEhIENT
I, RIGGING DESIGN IN ACCORDANCE WffFI A TSI/AS&IE 830.9 AHD B.3O.2O RULTS FOR PLANN.IG AND
EXECUTION OF LIfI.
2. OPERANONS AND AFPROPRIATE OSI-IA RIJLES AND STATE OR CNY CODE IF NEEDED,
3. SI.jPPLY OF SLTNGS TO COMPLY WIIH 85302.
4. IN THE ABSENCE OF ANY OIFIER ACCEFTABLE ST,CNDARD THE ASOV€ SHALL EE USEO. TH}S DRA$/IITG IS
DRA'#N BASED ON BESI FRJ\CNCE.
5. A.LL WIRE I-OAD SFECIBCA]IONS TO BE SIAIED IN SAFE WORKING LOAD NOT MINIMUM BREAXING LOAD.
6. SLING FROVIDER TO CONFIRM SHACKLE Flls IHROUGH HARO/sOFT EYf.
I. CONFIGURE RIGGING TO A'fOID CONTACT ?Til}i THE SUIIOING.
2. TESI tIFl 8UILDING AND CHECK LOAD FOR LEVEL, ADJUST RIGG}NG IF NECESSARY.
3. 5LO1,TILY IIfT BUILDIHG TO TARGET SIIE. DO NOl UFT I-IIGH.
4, REMOVE ALL RIGGiING AND SHACI(I-TS W'IEN BUILDING }IA3 BTEN PTACED PROPERI-Y IN PIACE.
APPROVED BY
7t7/2023
B. STANDARD COMPANY GUIDELINES F'oR SAFETY USE OF LY O5I4A APPROVED FIffiING AND
HARDWARE.
.I . CHEC( AND SECURE RIIIRICIED/CONFINED WORK AREA. AtL TRUCKS/CRANES SHALL BE LOCAIED ON
STIE OR W'THIN BARRICADED AREA AND NO LIFIING SHAL}. BE trONE OVEft PEDTSTRIANS. VEI.iICLES, AND
ADJACEM BUILDINGS,
2. BEfORE MOVING lTIf BUILDING, MAHE SURE THAT TIIE ROUTE IS CTEAR OF AI"L OSs'RUCTIQNS AND
YJORKERS ARE }.I A DISTANCE NO TESS THAN THE HEIGHT OF THE BUILDING.
3. THE BUILDING }NUST BE HANDLED BT TRAINED AND AUIHORITED CRANE OPERATORS O'-IL'T. CERTIFICA'fS
MUST 8E DELIVERED B-FORE,i,NY LIF:'.
4. KNOW THE S&F€ UMNG CAPAglilTflEs OF
'HE
LIMNG EQUIPMENI.
5. AVOID SHARF BENDS AND PINCHING ON ALL SUNGS, USE THlr-lBtES AND SOFTENERS.
6. AFTER FTTNNG RIGGIHG A
'RIAL
LFT l5 TO 8E EXECUIfD IC} CHECK LOAD EALANCE. LIFI SHA1I NOT
€XCEED IZ'ASOVEGRADE
7. UsE OF TAG.LINES TO CONTROLl}IE LOAD IS REQUIRED. SECURE TO THE TO}ID. NOT TO RIGGING
5UNG5.& A CRANE OPEBATOR ASSISTANT IS RECOMMENDED TO ASSFT IN GUIDING OR D'RECTINE THE BUILDING.
Approval of this document does not authorjze or
approve any deviation or deviatlons from the
requirements of applicable State Laws.
35e *,rAX
IT'I5IDC lHE BUILDING TIND GOOSENECKS FOR DUCTING
OUT OF ilE SUILDING.
UFIING IUGS SHOULD tsE W'TH DRMER. AISOI{IIH IHE DRIV€R. FIND A 3 RING BINDER PnOVIDED gY
BLACKHAWK EGUIPIvIENT WITH B{.IILD{NG AND EAUIPMENT
INFORh{AIION.
H,qRDlV,qRE SHALL BE LOCAYED IN ITS APPROPR'ATE BOLT
FIOLE ON THE SKID EAsE. REMOVE AND USE 10 ATTACH
UFIING I-UGS-
C. REQUIRED MATERIAL
E" SETTING BUILDING ON TRANSPORT IRAILER1. IIfTING sTINGs. SIIED FCR TfIf WEIGHI AND HEIG}.IT OF ]HE BUILDING.
2. SPREADER BAR. I2" WIDER THAN THE BUILDING ROOF TJIDTH.
3. WOOD BLOCKS Oft OTHER Gi-!A*D5 TO AVOID DAMAGE BETIYEEI.I SUNGS AND BIJIT-DING.1. ENSURE THAI TI-{E BUTILDING E STTNNG OII TFiE SIJPFORT BEA fuls OF SUILDING RASE TO THE PLAFORM
OF TRAIIER, IN O1HERWISE USE SHIM$ OR WOOD ELOCKS.
2" CHAIH BUILDIFIG FROI\4 BEAAr FLANGES. MIHIMUM OF 4 CORNERS.
3. SECURING POINI SHOWN IS ONI-Y FOR REFfRENCE. IRANSPO.RI COMPANY I5 RESPOI'{SI8LE FCR SAFE
Tle DOWN OF TFIE BUlLDll.lG rO rHE TRAILER FOLLOWING COMFANY STANDARDS.
4. THE LIFBNG LUGS SHOULD BE RfA4OVED AFTER RIGGING. I-UGS A4AY .\.IAKE'I}IE BUILDING TOO WIOE FGR
]RANSPORT PERil{'T.
5. LOW DECK IRAILER RECOMMENDED FOR 1RANSPORTATION OF SU'LDINGs DUE 10 POSSIB.LE HEIC.HT/
CLEARANCE !SsUES.
4. 5I.{AC{1-E5 SIZED FOR IHE W€fGHT OF TH€ BUILDING"
5. L|FNNG LUGS AFTD HARDWARE PROVIDED BY EI-ACKtsIAWK fQUIFMENT.
6. I-IFTING LUG EOLTS TO EF TORQUED TO I50I,.8.F3.
/, ALL }IARDWARE MI}sI BE USED WTIti EACH UFIING LUG. { BOLTS FER LUG.
CLEA RA hCE BFft.r.EEH BUILDING
AN$ STRAPS/CASLFS. UsE WOOD ALOCKS If
NECCSSART IO KEEP RIGGING AITAY FROA,I
SIDING.
APPROXIMATE BUlLDltlc WEIGHT: 12,zfiW
DO NOT OFf LOAD OR MOVE 8U'LD "IG WIIHOI.fI R€AFING
rH15 INFORMA'ION.IO'IRAILER FRO.i{t BEAM FLANGE WIIH CHAINS
FAITURE ]O FOI.LOW THESPECIFICATIONS L]sIEtr WtTHsN
COUTO RESULI IN DAMAG€ TC THE S}CLOSURE AND/OF
RESUTT IN PERSONAL INJURY OF IYHJCH BLACKitAV$K
EOUIPMENI SHALI HOT SE HEI"D LIN"8LE,
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PTFPFNEF NFIWK{RFf,,l f,FST:rTtftt{IJAIT DFSCRIPT NATF NATf
BLACKHAVIru(
L;:/lri,lt:,'r CirliF
DRA|rll{G ar{ruaaR
r76&R-tLLI,'3tjtrlS IRAlllll BY: AMV 3flla3
AYC 6t12R3 IHKDBY: AYC 3rarl3 RIG6ING
EEVEXCI{
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$d€':*Ed ilffi d$3*d. sl4b ry F4dErtuh. ffi dstdisi*.4'd EF dEd
rio RsPltEsEt{Ifrcfi og w*{*n ls qtlq REG*gl€ Tt€ .Eclc}g! cF r:*s ERAfiK $r se' PlFrELts
WILLIAMS FIELD SERVICES
WLLIAMS BUJLDING 1
INSTRUMENT AIR BUILDING
S€risf itumber
c- 1?6fir€?230120€
PREPAFEO Bf : ELACKIIA'JIII( EOUlPftEllT MOO€r 8"F17SO
3 I t0
$rbI
from the PLAN REVIETAI NOTES
General:
T.-TE]s is a noroccupied one story sfuc*ure- Access is
limited to authorized dersonnel onli. lt encloses air
comoressors and associated equipment- There are no
hazdrdous materials used or stonid within this enclosure.
2. p+ equinment and materials including but not limited
to doors. windows, etc- shall be installed in aocordance
with ttre manufachtre/s instructions and lhe Building
Code.
euiidino Codes: Alloonstruction shall conforrn with the
6il8ffi4: -eulldini Code 20tB lnternational Building Code
trtdihinical Code 20 1 Slnternational Mechariical Code
ElCcirical Code 2020 Nalional Eleckicat Code
Eneruv Code 2015 {nternational Energy
Conserrration Code
CO I CCR 1302-14 (res 35)
There is no olumbinq within this enclosure, Co'de
conformino iestrooni'fiacilities shall be provided by other
on site- Ai accessible landing shall be provided on site,
ihe door threshold lip shall be no greater tha n 112" '
EnW door hardware'shall be an accessible lever lockset.
Buildino Code Data:dcffi-cT!-se ?oup: U
Consiructibn Type: VBAreJ: 13S SF (lnterior)' 176 SF
{totalwith Porch}
At. Table 503: 5500 Sf OK
Fiie Resislance of Exterior Walls: 0 This enilosure shall
be furlher lhan 20' iiom any olher stsucture or 10 anray
from any pmperly line
Color: " - Tan
Approximate Weight: 12,200 Lbs
O'cbupant Load: -
1
Structural Desiqn C riteria:ffioryll
Ground Siow Load: 30 PSf
Roof snorrrr: 35 psl
Roof Live Load: 20 Psf
RoofDead Load: 10 Psf
Floor Live Load: 125 psf
Floor Dead Load: 26 Psf
wm* loao: t39"T5,?J.iecond sust)
tA/'lnd lmoortanoe: 1.25
Compon'ent and Cladding \Afind Pressures:
AscE z-tg,
Roof :11 osf inward. 44 Psf outward
Wall :19 paf ihward, 25 Psl outward
lntembl pressure coefficient t 0.18
Seismic:
Design Method: ASCE 7-16
$s: - 0.283
$ite Class: S
Seismic Design Category: B
R: 0.897
Base Shear: 1.3 kips
APPROVED BY
Approval of this document does
approve any devialion or
r€quirements of aPPlicable
7t7t2023
UIIILLIAMS FI ELD SERVICES
WIL LIAMS BUILDING I
PARAC HUTE. GO
PLAH REVIEW}IOTES
5. General liqhlinq and receptacles shall be run on 15A 120V
circuits wur fiz A'WG minlnium wire size. Branch circuit
conOuitors shall have an arnpacity not less Sran the maximum load
to be served. Conductors of multioutlet brancft circuits supplying
reoeptacles shall have an ampacily of not less than the rating of the
branch circuit.
6" tsranch circults shall be protected by listed over current
piotec*ive devices having a rating or setting in ennformance with
Sections 210 and 240 of lhe NEC.
7. The EC shall label each panel box and provide a legible directory
on the inside of each panel door showing circuit numbers and a
complete description bf all outlets and fiitures on each circuit-
A- Sumcient affiess and working space shall be provided and
maintained about all electrical equipment to pennit ready and sal€
ooeration and maintenance, All motors shall have disconnect
switctres within sioht ol lhe motor.
9. Atl circuih, eqiioment, fixtures, enclosures, etc. shall be
oiounAeO tv iooroved electrical connection and/or bonding to the
Eystem grorjnd 'The grounding system shall conform to Section 250
of the NEC.
10. WIRING METHOD: a) Shall be used consistently throughou!
the entire buildino. bl Mav be anv melhod conforrnin! to the NEC
and these snecifibatibns for ALL-areas- c) No wiring or spark
oeneratinq device shall be placed within 18" of the floor in areas
ilfiere a rfrotor vehicle could be present. All receptacles in such
ireas shall be GFCI. d) Wrins shall be run in metal raceways: EMT
oonduit, and liquid tighi metal-conduit. e) liquid tight frexible conduit
shallnot exceed 36" in lenqth,
i i. AtiuuilOing wiring shalTbe THI-IN. wiring wilhin equipment shall
be THWN or MTW.
12. The maximum distance between supports for rigid rnatal
oonduit with diarneters up lo 1" shall be i 0' For d'iameters 1 .25^
and oreater the rnaxthe maximum distanoe bet'*een supports shall
Ue t4'. Conduit shall be fastened to bullding supports with one hole
straos. Where buildinq suDports are not available 1" unistrut shall
bL fastened to ttre builEin<i structural members using 5/16-f I self
tapping screws, and the cbnduit shall be supporled using unistrut
pipe clamps.
PLAH REVIETA/ NOTES
that they
practice
on a$
thea
si!eothersol
lheand
rfl accordanoeargsothe
nolbutincludingcodeslocaland
shallntsand
na
installalionTheinstruclions.the
wilh modified polyester
dFa$'ingsl
snd Fu =
olhenrisenoied thein
6550ksiA9S2FyASTMbe
o{edition AWSIateslthe9.
D
lhicl(ness steef
ribs-
ksi.
2.
36,
Fu
3.
72
SHEETINDEX
l€Ctll.cle.
:*r rruat€Er
:Fi EAUPraErr tcHs*.rs
$!r tcf,l}-q€rlirttur
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rL5 :€lnliT DFT'&
srerrg:up*i
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Rr Rtcs\is
f!9 EliE*rPi a€rrl*iBs
-,lEClFKrr
i-l R_€crirc*.ca€ti{f
SYMBOL TYPE
{s HSHr$.lrctl- c!!.lrPEF w,TACIUATOR
gA.IE
-#!-EALL
---lrl-cHsrltrPIFT''ULdTE FILTES
.tr cc*LEsc+lg FetER
?AJn ACILIA'TmV.AtttE
{=?ELECTa'C HEtrrR&CE 3 $isLt{AT!Ol
rlr L*EI{
@ DiuT F,9II*T iRAflAHTT:R
---*-IdTJLIIFORT
s I}.ISTE$TIEITT TF,${SMIITER
'*,*d PEE'sUFE RELIEF IJ'I.l'E
e AAI.JG:
-l
FEEC',P
-----+t gUHg FLgJISE
I
l,1FD TntER EnflH
.'....r ccrt{cEr{TFc *€9UCER
DF AEEDIE VALVE
F#{Uri/dg-lu eB: S gJR E uFl-|JE
tnl.l.f\rll FLEX COHI.IECTOR
fi rIR CflIER [!UFFLEi
t76{L1$-1
T.TLE SH€ET
BL^ltcr(HAwl(
L,: ;ilt'4.1t i.' Lf,:ltl
r#4tler.e
2023 $f ?60q07?302exil
Nunbej UI/{LLIAMS SU]LDIHG T
INSTRUMFNT AIR Bt}I LDII'IG8Fr7EOS{: ELACKHA$rX EOUIPI'IEHT
UCEIISENO
t0t
Seo ue nrre of Operation :
l. lnsltument Alr Comoressors
poir{ ?32.F,
ll. lftsttumeot Air Drvers UNIT HEATER SCHEDULE
ll:u gTl ftFE c.PAca,ry
lct{
*_a.cf,il MgIL'RflT l-F+r+fF, $.1.utflLra.4fluf,!9.
& ItrJXLn4.
anl+r I :t,rl r1[n.t 1l;t fFr-6c,
.t$TE_r UCr|sT LlHrT FElTfFs lO $TRI.STLflE USuiG I4A&UF.*CSJRSS '#.*lrL BftLil{=i. L\ilAlL PEF i€.0i:JFAC1i"€EFS P*CClrUEllD$IF}Hs
AIR COMPRESSOR SCHEDULE
f]EIJ IYPE
gqfc:
$FU
DN4H
F*ESSPSt
UOTCG t]AI*
sT.r$Fl oFr YJ'l,
tEs FLq IIAI| LgSI:TUFEA'{ {cc6-r$,HP tdrs v##
ttE S'RElJ 31 t7!r.f,J-cc6 ,-r+14A lrE i E-16 !r"3 socEc?rs 1?-$
c;.51€#RFfJ 3i1 n.1 I5J 35S5 Lr+t*]tri9a &t6 *iJ EOG€CT!.*FI
Frcitri?E FaLAIE itra{ITO* Rgll}, r.cD 5ruaSXFr S$rlTCH, LEnri L{G S&JffirS{5. 'Jla= {{LIn
;f-rni:X Cc**.SSCRS aDt : uO$4TEO C$r t}r at G!rl-c.{ }JFT L(\x
lll. Euitdinq HVAC
lV. Comoressed Air Flow
in s Z5o qalisn colle€tbri batll ffK$51!.
APPROVED BY
AIR RECEIVER SCHEOULE
EEg TYPF
CAFA|ITY
cAlrcil5
P.TTETI
PffEgS PSI CP. t-T rr.\\UFATj-JFER
I i4SIEL liC"GTY L"PdCAllir'{
s4r{IJEFTE}L 5d,x.l #'i t?ItD:sgltaEl. 11c1193{r:c€Y
f€a1| {,-!*€ts!Itt{itt i!?('t ECG€:
"rFI
xctEl-, cs.r.lttt{tiaLrhrEB To s{et EASE'!si Fcf;€r.l. Fs'r.6AL4a. n(g cflAct t}io tl Mir.l-Bli!!,1P.tsr*ED AliD tlsrAlLsBEC PIPING SPEC
Compressed Air {CA}
Specification Number - 1 1
7 t712023
SiZE 2* and srnaller
Pipe AsTM-A312-TPs04-ss€cF{ 40
Frtlinqs ASTM-A,|03-WP31 6-5S-SCRD
Flanoes ASTMrA3Iz.SS.$CRD
Shutc'ff Valves VB-12
ThrDltlinq ValYe VI.-:. FC.s
Cherlc Sal$e uc-3
Stra;nels sT-3
Approval of this document does not authorize or
approve any dev'ation or deviations from the
requirements of applicable State Laws.
AIR DRYER SCHED{JLE
EEil SEFJEE TYF€IFfl RA.IET'
3CF$
sti.rt{Es{:H
,lAr\?ETJ'F
rkB F!F
aP rtrT
LES
$.{ii.JF.{cTtR'sJi
e rlcoEl:to.
a6saA c€5Et 3{t:!43 E3 goc€ crcr.
f,€.s5 cEF!:€*{r 34 la ti2 ut gs€!tcn
AiD.AFI!EFTLTEFS. AEfrFfll!f,i Hcl{lnAR S$liFl FAltUFEtl,r, U-
fIBI ofi ESCf;tFTllJr uer-{rTltps TYPE
ll{+rJFll]lIRER
6. t/,tl.El ri{:
2 i{,E E{ i?!;L'f,FAtE r10 Hljgglgq.rsS !EYt'lteF:
FCt 1 !JRiX iUFFACE rio ){F..gt F.€tss s.Ff tfl 30 H
tlllt g,'flTCtl LP/al$a? SgiS:q sr*FtcE 1:0 HLaAIE9-{SS SF!gCOft
r{f. ucll;7 €'tEo iEruri6 tFt l?r20
B!uscTl:sr gcr-fr{r 120
Pg.p.1 i rr*. a€.II€llTlC* Fn:{B..1r41 r I 2ct
EXHAUST FAFI SCHEDULE
ITEU IYF€cAFla,clTY
EFIT src
t 3?.:f, nA'L1 s.iRii cF. ivl U:A LriBtl Ul€F.
I n4tEt xs.
C{l\'IRi*q
9p RPtI {-F.r+tI
€F-r h'rt-L A4t{i ?dm o.t.15 1.l
1i{
tt?5 12Gl€i ]I t'*'Tif{
c.,*"I*'l
alf}}t {
*$TE5:
CONDEI,{SATE CONTAI NMENT SC HEDULE
IIE{I TTFE c Pr'ltTr&liloils R:T;g ntre{scflE nnr E*FTr v'iT.
!.gs
rJrtrLiAill€EF
MOailO.DlL.Sil€HGT
1{.+51 a isTl lia'fll(,a7 !3
qo.tEs: {4tr3l€ WAIED PLASIIiE iFflE tttTH t' cUsTo}r€t ER-seil ccflhgn*tr 3' L,J3P.3DC{ vE',{l AIIO f FJU{F5l! FlTIrlt fsa G:*rDi.is{.rE ccuE*TK}H
V8.12
Ball val'Je" slainl€ss ste€l Banl ano stem, bNt" I
lhreaded er'ds, RPIFE sest and seat.
stat*tess s{€€l lerer operator Full port Apollo
s€ries 76F-100.A orequal {1r4" lhru 3"} ',vilh
locf, DtaF.
Flanges: ASTM-A I 82-F31 SSS-RF
Flange Gaskets: Garlock Blue-Guard 3200
Flanle Bolling: ASTM-A193-GRB-T-SS H€X machine boits & A1g4-6R-ZH-SS HEX nuls
Hose: H-4
Cbaning Method: Blo$I out
Test i/ledium: Air
Tes{ pres$Llrg: 15O PSIG or 'l-1 X internal deslgn gauEe ptessure whicfiever is Ereater. Package MA\{F is 200psi.
NOTES:
JlTie valves with a te,nperalurc range of -20'F to 400"F in all applications lvhere medra tems€tature wilhin the
pipe is exce5.sive, E.G., compressed air line lrom compressor disciarge to aftercooler,
tTFBL'$?
iluftBEP.
NOTE$
SCHEOULES
I
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FIELD
WILLIAMS SUILDING 1
INSTRUMEMT AIR BUILDING
c-r ?6c0{7?3$1100
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CONGRETE GONGRETE GONT.
A. CAST-IN-PLAGE CONGRETE E. CONGRETE BONDING AGENT
1. REFERENCS
A" ACI JO1 SPECIRCATIONS FOR SIRUCTURAL CONCNflE'
8. ACI 318'SUIITINO CODE REQUIREMEMTS FOR STRUC'IIJRAL CONCREIE'
C. ACI S6.1 TNilXD SPECINCATION FOR COL.D WEAAER CONCRENNG,
D. ACI 350 .TNVIRONMENIAL ENGINERING CONCREIE ffiUCTURES.
L ACI SP-15 ,RE1.D REFERENCE MNUAL'.
f. ACI JO4 'GUIDE FOR MSURING, MIXING, TWSPORIING ND PUCING CONCRETE.
z. idciAorurr $ntr brHen rnAors ro ENSURE A[ cRouNolNG, sLrMS, EilEEDMENIS lND
ONTi MUS ARE INSTALTID BEFORE CONCRETE PTACEIIENI, IF CUTTING REINFORCEMENI
APPEARS NECEWY FOR IN$AII OF SUCH TFMS, CONTACT frE ENCINEER.
3. PLACE CONCREIE AT A UNIFORM MTE AS CTOST AS POSSIEII TO NMJ. POSMON TO
PRE!ff [4X SEGREMNON.+. biiNlrorn CorCnm suntNxlct rN PIAcEMENI sEQURlcE. lF NoT sPEclncaLY DErAID'
CONSTNUCNON JOII{IS MUST BE APPROW) BY THE BICINEER _ BO]H IYPE AND
LOCATION.
S, COHSOUOIN ATI CONCRETE PLACEMENTS WMI TflE AID OF MECMNICI! VIEMTION'
E. PUCE TOONNCS, PITE CAPS ANO MATS IN A COMINUOUS OPRATION WIHOUT
INTERRUMONS. I}IE UYER MMrcD MAY BE USED PROVIDED LAYER/UFT THICKNESS
N,qICE IS IZ TO 24 INCHES WIH NO MORE I}hN 30 MINTJIES BNPSING BM{EEN
pudrc or eo'ncrrr L yERs - vrBRAtE To MEt! L YERs TocEIHER T0 A\olD A
HORIZONIAL PLAXE OF WEAXNESS.7. IAIR/Ufl IHICKNESS IN WATIS SHOUIO NOT 8T CREATER I}IAN J6 INCHES.
a. nuillto BRooM RNtsH D(ffiroR coNcREIE suRFAcEs PEflPENolcuffi T0 sLoPE. THE
ADDMON OF FRE WATER AS A FINISHING AJO IS PROHISIIED.
s. ifiEii sLAB ciirrnACnon lowrs $E AccoMPUSHEo sY sAw curnNc, 'sAtv-cul' Jolm
AS SOON AS PMCTICAL - USUAIY WTHIN 4 TO 6 HOURS OF FINISHING'
ro. inoiiCr AND cuRE Arr coNcRm BEelNNlNc II{}IEDIATELY AFIER FINlsHlNc 0R srRlPPlNG'- ronvs. rHti tNcLUDEs FoRMED suRFAcEs lF FoRMs AnE srRlPPEo wlTHlN 72 Houns 0F
CONCREIE PLACEMENIrI. CONCNM CONTRICTOR SMIL PROVDE VIIIITTEN NOIIFICATION TO II]E SIEEL ERECTOR
TIOIMINC NE DATE VJHEN CONCRETE SUPPORNNG BUILDING COLUMNS HAS ATTAJNED AT
EAST 75 PERCilT OF THE 5PECIBEO CO}JPRESSIVE STRENGTH.
rZ, NNO NEP,IN OR MODIflCANON OF ANCHOR NODS MUSI 8E APPROIEO SY fiE ENGINEER.
E. REINFORGING STEEL
I. RSERENCES:
A ACI 301 ,SPECIHCfiONS FOR SMUCTUMI- CONCREIE,
8. ACI ,OETAIUNG MANUAL.
c. CRSI MSP_I .IANUAL OF $ANDARO PMCTCE
z. nirlroicilrt SIEL Astv A706 DEFoRum MRs oR ASTM A615 GRAoE 60 DEFoRMm- iieni trm m rcruel yEtr sIRENGIH NoT ExcEEDNe 78'000 PSI AND A MTlo 0F
NCTUT UIIUATE TE.{SILE SIIENCT}I TO ACTUAL YIELD STRENGTH NOT LESS TMN 1.25.-
r. ColCnm FnorrcnoN FoR RETNFoRcEMENI - ctrnR DSTANcE FRoM FAcE 0F coNcRm
TO M SMLL BE AS FOLLOWS NOTED:
3.1. CONCREIE 0EPOSmD AGAINST GROUNo OR VOID foRMr 3'
S.Z. COHCNM SURFACES EXPOSED TO WEAT}IER OR IN COI{IACT WItrI GROUND AFIER
REtlovAL oF FoRMs: 1 1/2' FoR trs BARS ND SMLIIR, 2' FoR ,6 IHRoJGH ,18'
J.J, SURFACES NOT D(POS€D TO GROUNo OR WTATHER: 3,/4' FoR StlES AND WAII YIITH
,11 NO SMITI"TR BARS, 1 1/2' FOR BFAMS AND COLUMNS.
4 OD I5X5'-O' DhCOMf, EACH FACE AT I RE_ENIRANT CORNERS.
s. licufri rLr RuNFoRctNG. TNcLUDTNG DotvELs, lN PosmoN wTH aAR suPPoRIs PER cRsl
EEFORE CONCREII PLACilEMT.
O. COTTNICTON TO PROVIDE A CREEN INSUUTEO PISTAL OfF T}IE REBAR FOR ETICTRICAL
CONIRACTOR TO NE INTO CROUND GRID. SEE ELECTRICAL DRAWNCS FOR DETALS.
Z. LET NTiHTONCIIC STEEL PER II1E SCHEOUTI EELOW UNLESS INDICATEO OIHEiWSE ON lHE
0RAWINCS.
I. $RUCTURAL MNUNC AGENI FOR CONCREIE:IHREE_COMPONENT WAER B,{SEO EPOfi
'CORR-BOND. ASRESIN/POtrN-ANO CEMEM ME ARMEC 110. ry SIKA CORP OR
HUFACTURED F/ zucuo cHEMtcAL co.
F. CONCRETE MATERIALSi- pmffio cevEffi- rsrviiEo rru t/tt on v
2. FLY y'SH: Aglll C6l8 CItrSS C 0R f
A COt{lEffi F/ WEGHI (lF USED):ls' MINIMUM - 2sX t{lDil1UM
J, NORM,aL wEloHT AGGREOATES: AsV CJ5, ctAss JS 0R CREATER
4. WA.lERr PoTABLE, IN ooNFoR}.{ANC€ WITH Atl]J c1602
5. WAER-RE0UC|NC A0HInURE: ASIil C494
6. AIR-E{IR^INING,aDMlnURE: Asn'l c260
7. STRUCIURAL CONCRNE ACI 318, CMFERS J AND 5 - SEE MIXES BELOW
CONCREIE CTASS/IJSE NOTIS:o. USE FOR ORltl..ED PIERS, FooTINGS, MATS, SHS' CoLUMNS' AND
PEOESTALSb. MASS CONCRETE IS DEF:NED AS MATS, SIAIS OR BLOCKS THICXffi
THAN 3._0, IN DEFT}I AND A POUR MORE TMN 50 CUBIC YMOS
G. FORMWORK
1. REFERENCEST
A ACI JOl 'SPECINCATIONS FOR STRUCTUru CONCRfl€'
B. AcI 347 'GUIOE TO FORMWORK FOR CONCREIE,
z. rii ctvrnecron sM[ BE REsPoNstBt! FoR DEslcN, coNsTRUcTloN etlD Bo{clNc 0F
AII FORMWORK AND SHORINC.
3. AI VERTICAT CONCREII SURFACES SMLL BE FORMED, INCLUOING FOOTINGS.
4. pRtrDE 3F x 3/1'cHAl,lFER oN ALL o(PosED DfiERloR coRNERs, uNltss oIHERY/lsE
SPECINED.
REINFORGING BAR LAP SCHEDULE
REBAR SIZE
HORZ TOP
BAR LAP
LENGTH
OTHER BAR
LAP LENGTH
STD HOOK
DEVELOPMENT
LENGTH
#3 1a"l5'
#4 ta'
#5 24"
#6 J6'za'to'
#7 42'12'
#8 48'14'
#s 54
#10 80"62"t8"
#11 74'20'
H, GROUT
r.- czu-rmmous GRour (uso): ASTIJ c1107 CMDE C NoN-SHRINK, NON-MErArrc PRE-MIX
sUcH AS .RVE ST,R GROUf B/ FIVE STAR PRODUCIS. HINIMUM 5 DAY COMPRESSTVE
s[RBrdlll ls .+,000 Psl.
2. EPOI./ cRoUI: 'FIVE STA8 HP EPon GRouf fflREE-collPoNENr, NoN-SHRINK GRoUI B{
FIVE STAi PRODUCTS.s. iiiepenr colrcnm suRFAcEs ro REcgrvE cRow rY ucm EusH HllilyffilNc T0 REilovE
SURFACE CE.IENT PASIE AND 8UG HOIIS - APPROXII'IATI 1/4'AilPLMJDE.
1. MIX CROW TO IOI{ABLE CONSISITNfr, PTACE ND CURL
i. b-iiiur geHEArH coLUMN BASE PL TEs SHALL BE Pl,AcED AnER RRsT II8 coLUMll, ND- iornols oF FMr{rNG l{AvE BEEN EREcIED nHD PLUMB. cuRE cRoul AT lrAsr 24
HOUNS ETTONE ADDMOML LO$S ARE AFPUEO TO IHE SIRUCTURE. IN COTD WEAI}IER'
PROIECT FROI TXEEZINS ATD INCREASE CURE NME.
t. CONCRETE ANGHORS
REF. rcl 12.2
8AR LAP SCHEDUI.E NOIES:
A REBAR tAP IINCIHS ARE FOR f'c={,000 PSI CONCREIE lND GRADE 60 BARS l{ml AT
irl* z nct covEn ltlD B R sPAclNe AT LFAsr FouR BAR DAMmRs, ffi 5 lNcHs
MINIMUU FOR ilg IHRU #11.e. iop MR t ps ARE HoiizoNTAL LlPs wHERE MoRE TMN 12 lNcHEs 0F FREsH
CONCREIE IS PLACED EELOW IHE BIARS, TOP BAR t^P TINGT}IS ITAY 8E USED
fiROUGHOUT AT THE CONIRACTORS DISCRENON.
C. GRADE BEI},I LAP LOCATIONS:i tiP TOP EARS NF.AR MID_SPAN, VJII}iIN MIDDTT ITIIRD OF SPN.
ii w EoTToM a Rs NEAR SUFPORT, VltTHlN ONE L,AP ITNGTH OF FoOTING/P|II CAP.
1. DEFoRMED BIR: ASIM A706, GMDE 60
2. CrASt lN Pt CE AI{CH0RS: F1sil, GRADE J6.- I ru- *CION BOLIS, NUTS, WASHERS ANO ANCHOR HARDWANE SHALL BE CORROSION
PROTECIEO BY EIHER:
i- HM DPPED O1LVNIZED PM ]lsIV F2329 OR
ii. FIETO PANTM TO MTCH SIRUCTURAL SITEL OR EOUIPM$IT
r, itgrooeo sEtL ANCHoRAGE: Hor DtP GArvNtzEo EfiRloR ASSEIJELY PER AsrM F2J29.
A PLATES. Rol.lID sMPEs: ASIM td5, Fv=J6 Ksl
B. Hrufl) ANCHoR SfUDs: ASIM A108 GR{,E 1010-1020 mE I' Fu=60 KSI
l. iosr Nsm-eo mHsIvE (cHErlsr) sEr ANcHoRs: R$ERENCE 'CONCREIE SEfloN C'
FOR ADHESIV€ ND SEE DMWNGS FOR TYPL
A HAS-E ZINC PLATED ROD (lSO S98 CL,AS 5.8) SY HlLTl.
B. SUPER H,S ZINC PLAIED ROD (ASTM AI9J GruE 87) SI HILTI.
c. sAtNffi HAS ROD (ASrM F59J. 3Ml316) SY HlLTl.
5. pos lNsIAtrD vrculiru AltcHom, kwK EoLT Tz dPNSloN NCHoR aY HILT 0R
ISTRONG.BOLT' WEOGE ANCHOR SI SIMPSON STRONG_TIE.
6. INSTAIANON OF ATI POST INSTATI-ED
^NCHORS
SIIAII BE IN ICCORDANCE WITH'IHT
MANUFAfrURER'S WRMEN INSIRUCTIONS ND LATEST ICC EVAIUATION SER]CES, INC ES
REPORT (ESR-1771).
J. SOIL DESIGN GRITERIA:
a--T cEoTEcFfrid Rpoffi wAs-I6fl 1€tr AT
.IHE
TIME THESE coNsIRUcTloN
DOCUIIENTS WERE PREPARED.2. ALL INFORIiAIION PRESENTEO EELOW IS,\SSUMEO AND SIIAII BE VERIflO g/ A
CEOTECHNICAL ENCINEER PRIOR TO CONSTRUCTION.
J. ASSUMED FROSr DEPIHT JO INCHES.
L DESIGN CRITERIA FOR CONVEInOML FooTINGS: NSUMED NEt ALLoWNLE BEARINC
PRESSURE = 2,000 PSF ON APPRoVED CoMPACTED SUBCMDE
G. REBAR DOWEL OR ANCHOR ADHESIVE
u*uIuREi FI nrlll'
z. onIIi-Ho]:Ts iH CURED CONCREIE WTH CARBIDE_TIPPED DRILL BITS CONFORUING TO ANSI
8212.15 AND BLNT CI,EAN _ HOII OIAilEIER PER HIL'N.
3. INSTAI.I IN ACCORDA}ICE MIl] THE MANUFACIIJRER'S WRIITEN NSTRUffiONS ND
SPECIFICATIONS, ANO I,ATEST ICC EVALUAIION SERVICES, INC. ES RIPORT (ESR_2508).
D. CONGRETE ACGESSORIES
1. REFEREilCE:
A. ACI 301 'SPEONCITIONS FOR STRUCTURA! CONCRflI"
2- dPNsloN Jolt{t MAIERllli
A. ASI}1 D€94 ASPTI'f,T RBER T/PE.
B. ASIU D'752, TYPE 1 (SPONGE RU88ER) OR CLOSED CELL PLAflIC FOAJ' (Fr'C OR
POLFHYLENE) PREFORMED FIIITRS.r. lOtln SgUrr, SIUCONE BASE SUCH AS DOW 888 UNLESS N0TE0 oTHERI{IS€'
4. VOID FORM MAIERIAL SHATL BE BY SURE VOID'OR APPROVED EQUAL KEEP VOID FORV
MATERIIL DR' DURINC PUCEMENI. AND INSTAI IN ACTORDA}'ICE WTH MTNUFACTURER,S
RECOMMENDATIONS.
A. PROVDE ND INSALL 8ACKHtr RETAINER EOAROS,
5. WATER SToPS: SEE DMWINCS FoR IIPE
A GENEML Fr'C RIBBD WIH CEI{ITR BULE F/ CRENS]REAI( ffi.E 702.
B. CHEMICAL RESI TA{T: EIMROSTOP ?E_R'SI/LE NO' 618 BY WESIEC, 4J RIBEEO lllffi
CETrcN AUI.A. MIER CUT AND SPUCE BY HEAT WNl)lNG AT OIRECNON CMN6S A,}'ID
rmnCrmors ro M tNrArN AUGNMENT AND coNnNUmY 0F rHE RlEs AND cEilTER BUu.
C. SE[-F D€NDING: VoLCL Y RX-101 WITH CoNCRErE PRIMER'
STRUGTURAL CONCRETE MIXES
cLASS/USE
f'c, 28 DAY
COMPRESSIVE
STRENGIH
MAXIMUM
w/ (c+P)
MTIO
MMIMUM
AGGREGATE
SIZE
TOTAL
AIR
CONTENT
SLUMP
MNGE
CENEMT
STNUdURAL
coNcRErE (d.)
1,500 PSI 0.45 1, MINUs 4,s-7.5%
MASS CONCREIE
(b.)d5o0 Psi 0.45 1 1/2'<3.O%4'-6-
REVISIONSREFERENCE DRAWINGSDRAWING STATUSNOTES Willffis"gv
WILLIAMS FIELD SERVICES - PICEANCE BASIN
CONCRETE NOTES
Prc-cN20-3100
SHEET 1oF1 0
0
FIFID TO LOCATE(r) AoDrTroNAr TrE ANO
TO
DRILL FOR U BOLT
SICURE PSV VEN1 STACK#V
ra{ct{fiqfT
IEUI.
SECTION /?\Fnrs ire_gt0
#4 TrEs o 12'
TIES SMLL HAVE
6" (MIN.) OVERW & STANDARD HOOK.
STAGGER LOSTIONS.#1 TrE
r @
(6) #6 vERr
SECTION /B\
scaE ltTs rajtc
w6 cOL
/?\
lffi ilG.
t 3/4x12x1' 0"
wTH (4) 1 1/16"0
FoR J/4'o ANcHoR
::.:,.rj''HOLES
aol Ts
J/4"0 F1554 CR. J6
THRSOEO ROD
wrTH (2) NUTS &
2'9 x 1/4" WASHTR PSV VENT STACK SUPPORT COLUMNffi
SECTION /?\ffiT-'-ffiE-rcFTYPICAL DRILLED PIER
sf{E tars.
+ 1/2
REVISIONSREFERENCE DRAWINGSDRAWING STATUSNOTES Willffis.ev
WILLIAMS FIELD SERVICES . PICEANCE BASIN
INSTRUI\4ENT AIR COMPRESSOR FOUNDATION
PSV VFNT STACK FOUNDATION AND COLUMN
ELEVATIONS & DETAILS
Plc-cN20-3310
SHEET 1oF1 0
0
1. SEE PLOT PUN FOR ORIEN]ATION AND LOCATION