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~t~------------------ill1~~_-_____________ -_J __ 1·-_4 .. _L~r B-8 PLAN VIEW
,·-----------------16'-1 "-----------------~
SIGNATURE/DATE REVISION/DATE DESCRIPTION OF REVISION ~I'PH. tNu. REV 0, 6/13/11 ISSUE FOR FABRICATION f1C.VIt.VYCU (l.G.
1'\1"1"11. IJU~ I UIYICtl
35 • , . 34 • . -aa - - -32 - . -. -. . 28 • I..J.llllSlllN fU· H r~IISII\'f ., . . 21 • • . -27 • .. . -- -25 • •• ....:::-.::.! - - . 24 • ( (..., AJ\ A • . -23 ' • .. . .
- -- -20 - - - . 19 • ~IIRII=I ~T Tf ~ ~11=1 n II I~CI:f'Tf()~l "" -18 • • - -11 • - . - -16 .. • . - -16 .. ,.. ,.. , J 'f 1..., . . -14 - v v v- .I. I' . . -. . -. - . , ., D·D
8-1 13 • 12 • 11 .. .. . -10 .. - - . "9 .. . . -- - -
·-l -- ,______ -·· -- . - -- !1 · 201!1 ROD~ PROT£CnOH - 20ga .. - .
& 4~ HARDBACK IHSUL R·12 . . -4 IROUNDINB LUll 1/4" THK - A·36 8 a UFnNBLUG 1•11fK . A-36 8 2 FI.ODR PLATt: 1/4" THK . A-36 B 1 SICIOFRAME W6x20# - A992-50 All
¥IWJ MARK SERVICE SIZE TYPE MATL = WELD PROCI!:OURe:
® ® © ®
~PPROVED ~ ~ =---z ~w " stJWEcr ro NO'f'E.D ~. 101-tt-alt WP11 1 10t-H-•a WPDI 101-tt-to ~ 101- H-··
lXCEPilONS & INSPECfiONS ' GARFIELD COUNTY ~~m.:U.oLOAD: 1DOMPH(EJPOSURE"C"J
B" 'UILD~EP~2. SHDWlOAD:HPSF 3, FlO Oil UVI! LOAD: 15. PSF 4. SEISMIC: SIT'£ CUSS J,$dS•O.ZO&, S01..0.047
J)Me z_ By &. FlOGIIIIIIUI.ATIOII: 11·21 LINED wmt 20 GA. WCTRO-GAI.VAHIZlD SHEET · &, WALL IMIULA110N: 11·21 LD COPY 7. IIGOFIIliULA110N:R·21
8. INT'EIUOR WALL UIIEII: 14 8A. Elllmla-aALV,UIUO SHEET PAINliD WKI1t ...... JNSPDCTJON WITHOUT 9, EXTERIOI SKEfl' ST'EEL: AMERlCAIIIUILDINII COMPO!IlHTS· ., .... PAIIEL ~ 8A. TAll .m;J ~ FJMNEIIS:12·14X 1" SELFTAI'PINDIIEXHUII Willi 511" II.D. WASHUOU"O.C. 'tHEsE PLANS ON SITE 111. NO Filii UliMG· IUIUIIIIG MUST IE MINIMUM OF aci'FROM ANrDTif~S'TRU!lTURE
11. 3'0" X lV' mEL DOORS EOUIPPED Wl11l PANIC HDW., DOOR CLOSERS, I 24" A 24" Wl~ iltge of ILASS.11"X12"lOUVIIIIHSTAUED IHIHRIIOOR, 12" X12"LOUVEIIIIISTALLEDINLHRPOGR I' 12. UA.12" X 11" FJm1 VENTI INSTALLED Ill WALLS
13. nPE GF COHSliiUimON: Y-1 14. DCCUPAIICY CI.ASSIFICATIDII: 1·1 16, 8Uil011111 CODE: 200111C, 2008 HEC
BEHRENT ENGINEERING COMPANY 11455 W.I-70, N. Fro11tage Road Wlle!it Ridge, CO 80033-1101 p~.;,m,. ~ (~tl1\ n.u1 LGLO
• CUSTOMER DAVIS & DAVIS WILLIAMS BARGATH LLC
4057 CAMELOT CIR LONGMONT, CO 80504 www.hoadinc.com
TITLE
8' X 16' DUAL ROOM CHROMATOGRAPH-BUILDING SKID STRUCTURAL
SIZE DWG NO U "X17a 56DA01:1.061S1
SERIAL NO: JC JOE
JOB NO IREVO 55DA011061 L
[DRWN BY SMU I SHEET 51 !DATE 6/13/111
as - - - -16' 34 - . . -7' -4"
I ~- 33 • - . -. --- i-
t (!) I {!) 12· - - . . 31 . - - .
1 '-~" G)
I ao • - - .
t 29 • - - -(!) ~ 28 - - . -
' 17 • - . . -~·-~· 1- l--2'-2"- 2& • . - -
25 • - . . ~
<Dt 24 - - . . 3'-"i" r---2'-1~·- ro-2'-1ol"- 1 ' -~" 28 . - . -3'-4-" - 2'-10"- -
3' 7l" . --::::! Gi" 1- ,_ ,~·l .. 22 . . . -8' 21 . - . .
{!) (!) (!) (!) cv (.!) Q) 20 - . . . 19 • - . . 11 • - - .
(!) G: (!; 17 • . - . .
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DIVIDER WALL _j SECT1DIIA-A UUAT10!I-c:.c
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16' 7'-4" MARK SERVICE SIZ£ TYPE MAll. ~~ I I I owa. WE PROCI:OU f{!;;
.3'-4~" Q) t 3'-~n ~ {!)
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NOm: 1. WIIID LOAD: 100 MPN (lXPDSURE "C")
3'-4i" 2. SNOW LOAD: 115 PSf l-1 ' - 1oi" - 1--2'-to"- 3'-4-"
7~-11= :f-1"----J 3. FLOOR UVf LOAD: U PSF
•• SEISMIC: sm CI.AJS 1,141•0.201, SD1• 0.047 ~ a'
(!) l a· s. FLOOI IISIIa11DN: 1·21 UN£0 WITH 20 GA. EUCTI\0-GALVANtl£0 SHEET
GX J] <D (!) Q) <D [J:, •• WALL IIISULAT10ft: R-21 7, ROOF JIIM.AnON: R-21
I' 1. IHmUOI WALL Ull£11: 14 GA. EL!Cliii-IALVANIUD SHEET PAINRD Wlln£ t. RJHIOR SHEET mEL: AMERICAN IUILOINI CDMI'ONlNYS- "PBII" PlllEL 26 GA. TAN
kD G: PJ
fAmHUS: 12· 14 ll: 1" SELf TAI'Pni~HW wmt 1/1" O.D. WASIIER@ 12" D.C.
G) 10. 110 flRE RAJIJII• IUIUIINI MUST IE - Ult( OF JD' FIIDM AJIY DTHEII fliiUCTURE
G: <D G) 11. 3'0" X 7'11" SlED. DOORS EQUIPPED= PAIIIl: HDW., DO Oil CUII£RS~~·I4" ll: 24" WillE
~ 4' - 1" a 4'- 1" 8W8.18" X 12" LOUVER INSTAWD IN Hll DDDR, 12"1 12" t:oUVI!II STAWO IH LHR DOOR
~~~ 12. 2 EA. 12" 111" FIXED VENTIINSTAUED IH WAl.Ls ~
13, TTPii OF CONSTRUCT1011: V-1 14. OCCUPAICY CI.ASSil'ICAnG:J S•1 15. I UILOIN& CODE: 2008 IIC, OIIIEC uv 04 ~ ~~~9-~:21..;:~ 011 <D.
G) ~~:.~~~ so,~~ (1)
Alp :.... - · ~ ~,1 o· 4"- - nEVAnDIII-1 . " fLEVAllDII D-D DMOER WALL _j i ~1,Sl 9 •
~v~ . ~
CUSTOMER DAVIS & DAVIS BEHRENT ENGINEERING CO ~ ~(\, Ia~.~'$ WILLIAMS BARGATH LLC 114SSW.I-70, N. FrootageRoa{~i·~
Wbe!!t PJdge, CO 80033·2101 i· . • Ol· , 4 / 1 1\'J\ n "' .,.,,,. ' • • HO-.AD !TITLE
SIGNATURE/DATE REVISIOlmlA_It , r""1)ESCRIPTION OF REVISION 8' X 16' DUAL ROOM CHROMATOGRAPH-BUILDING ~1"1"11 . t:Nu. REV 0, 6/13/11 ISSUE FOR FABRICATION WALL STRUCTURAL t"I:VIt.VVt.IJ ll.\;.
4057 CAMELOT CIR SIZE DWGNO !JOB NO r~ f\PPR. CU!:i I V IYII:.I1 LONGMONT, CO 80504 U "X17" 55DAD1106152 65DAD11061 www.hoodinc.com
SERIAL NO: lc Jot ~g~:VN BY SMO .I SHEET 52 J E 6/13/11
f"t't't<. ~ .....
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SECTION E·E DIVIDER WALL
4' -1 "
8'
SIGNATURE/DATE REVISION/DATE DESCRIPTION OF REVISION REV 0, 6/13/ll ISSUE FOR FABRICATION
" . . . . 31 . . . . a a . . . . •• . . . . 31 . . . . .. . . . . 29 . . . . .. . . . . .27 . . . . .. . . . . .. . . . -•• . . - -.. - - . -22 . . . -21 . - - . 21 - . . -19 . . - . II . . - -17 - . . - -16 . . - . -1& . . . - -1C . . . - -u - - - - -12 - . - - -11 . - - - -10 - . . • . a . . . . -• . . . . . 1 • . .... . .. - . .. -• . . . . . • - . . . -• . - . - -a . - . - . 2 . . . . -I TSWALL 2121169A . MOOGRB 8
MAliK SERVICE SIZE TYPE
PROCEDU
ND!U: 1. WIND UAD; 100 MPH (EXPOSURE '"C, 2. SNOW lOAD: Ill PSF 3, fLIOR UU'I LOAD: 81 PSF 4. SEISMIC: SI1E ClASS I,SdS=G.206,1D1~D.047 &. fUHIR.SULAnON: R·%1 UN!D WitH 20 GA. B.ECTRO.SALVJNIUD SHEET &. WMI.LIIIDIAnDII:R-21 1. RODF IIIUIA110H: 1141 f. lmiUDR WAll illER: 141 GA. ll.ECTREHW.YAIUZED SH&T PAINTED WHtTE
MAlL
9 EmlllliR 1111HT II1HI.: AMEIIJCANIUIUIINI CDMPDNIIITI- "Pill" Pllll121 U. IAII ' FAIIUIJIS: 12-14 K 1" SElf lAPPING H11 HUD Willi S/1" 0.11' WASHIII tit 12" O.C.
10. NO FIRIRADP. IIILDIIIIIUIT IE MIUUM OF 10' FROM ANY OlHERSTRIICTURE
"'"' ~
11. I'D" I 'J'O" I'TIEI.IIIDRS EQUI,PEDWITH PUIC HDW,. DOOR CLOSERS, 6 24'" X 24" WIRE StASI, ta-X 1Z'"I.OUVEIIHSTAWDINRHIDOOR,1Z"X12"1GUVERIIISTAUDIKUUIOQDR
12. 2EA.12"KlrfiUDVIIIIIIIISTAILED IN WAILS 11. tmOfCGIISlllfJ01ljiN:V-I 14. DctUPAHCY CWSlfiCiilfON: 1•1 15, BUILDINI CObE; 2DG& IBC,2001 MEC
BEHRENT ENGINEERING COMPANY 11455 W. I· 70, N. Frontage Road Wheat Ridge, CO 80033·1101 Plinoe # tJo3i 9>111-filli§B
4057 CAt.AELOT CIR LONGMONT, CO 80504 www .hoadinc.com
CUSTOMER
TITLE
DAVIS & DAVIS WILLIAMS BARGATH LLC
8' X 16' DUAL ROOM CHROMATOGRAPH BUILDING DIVIDER WALL STRUCTURAL
SIZE 11"X17"
SERIAL NO:
pWGNO 55DAD1106153 JOBNO rEV
55DAD11061 0
I'"''YI"'~ S_MD 1 SHEET 53 JI1!\IL 6/13/111
35 - - - -il4 - - - -33 - - - -32 - - - -
16' 31 . - - -J ® 30 - - - --- -- 29 - - - -
t 21 - - - -27 - - - -
1' 7 1" 26 - - - -- 4 25 - - - -
3'-3~ .. L 24 - - . -2a - - - . 22 - - - -
(!) (!) (!) -m Q) 21 - - . -~ ~ ~ ~ KD 20 - - - -
G: 11 - - - -11 - - - -17 - . - - -_ffi CD _G) Ci) _G)_ 16 - - - - -15 . - . - . 14 - - - . -13 - - . . -8' r-- - 2) 12 . - - - -
t 11 . - - - -10 - - - - -9 - - - - -CD ~~ .. j (!) co (1) I - - - - -
~ rE-1 ~u KD ~ KD 7 . ... - - . . I- . -<D ' . - - - -- 5 - - - . -
CD _ill_ CD _G) 4 - - . . -3' 31"
_ill a ROOF FlASHING 3X3l14GA < . A-591 8 2 TRUSS SUPPORT M12l11.8# - A·38 A-ll -4,
2'- 1 ~" ---2'- 10~" 2' - 10" 3 '-4" 3 '- 41" 1 TSROOF 214x14GA - A..SDOGI B 8 WtLD 4 MARK SERVICE SIZ£ TI'PE MAn. onAi1
1 '- 71" OYIQ.
4 w PROCEDURES
t ® ®~ © @
~ ~~ ~ta· ® ROOF TOP VIEW
~~ 101-H-e• WPa: 101- tt-e• WP"'r IOt-tt-ft WP"S: 101- H•I•
NOllS: 1. WIND LOAD: tOO MPH (EUOSUR£ "C") 2, SNOW LOAD: 65PSF 3, RODR UYE LOAD: 15 P&f 4. SBSIIIC: l iTE CIA$$ I ,US• D.208, SD1• 0.047 5. WALL INIIIIAnON: R•21 f . liOOFINIULAnD N: R-21 1. IHTEIUOR WALL UH£R: 14 SA. ElECTliD-GAI.VAIUUD SHEET PAINTED WliiTE
(i) .... ,.... (1) 8 EXltJUOR I HEETiml: AMEIUCAN lUI~ CONPOHEHTS- "PIR" PAII8. 28 GA. TAft ' FASTBIEIS: 12· 14X 1"SEU' TAPPING H DO WITH 5/1" O.D. WASHER 6t12" D.C.
9. •o FIR£ MTIHG- I UIIJIIIjS IIUIT IE Ill UM of 3D' FIIOM ANY OliiiB ITIIUCTURE
ro t O. 1/1 FIWTFOI FWHIIIUIID ROOF T.S. I 1 3 a/15 FtLlET fOil JUIIOIIIIAM
11. TYP&OFCOIIITliOCnDII:Y-1 (; I 8 "; _~ ll "'II 12. OCCUPANcY ClA$SIFICAnDR: S.t
NOvo i ta. BUilDING CODE: 2006 110, 2001 NEC
~OREG ' ROOF END VIEW ~~··· · ·· -•• ~&;- BEHRENT ENGINEERING COMPANY
APPROvJ ~" o ... ~~~ SO,o-s;·.~~ 11455 W. I-70, N. Frontage Road (Y::~ ~· ~1
o{)l~i Wheat Pjdge, CO 80033-1101 P~one #(J03)9~~~
~-····· :u.tf ~ CUSTOMER DAVIS & DAVIS
WILLIAMS BARGATH LLC ~~€
H O .. AD TITLE
SIGNATURE/DATE REVISION/DATE DESCRIPTION OF REVISION 8' X 16' DUAL ROOM CHROMATOGRAPH~BUILDING fl\1"1"'1'(. tNU.
REV 0, 6/13/1 1 ISSUE FOR FABRICATION ROOF STRUCTURAL f1tYII:Y'ItU {l.l;,
4057 CAMELOT CIR SIZE DWGNO JOB NO r~ LONGMONT, CO 80504 ll"X17" 55DAD11061S4 55DAD11061 1'\1"1"'11.--www.hoodinc.com
!SERIAL NO: IODE 1g=.iVN tn SMO l SHEET TE 6/13/1.1 54
a& . . . . S4 • . . . aa . . . . a2 . . . . . 11 . . . . ao . . . .
16' ~
21 . . . . ,. 21 . . . . 8' ~
27 . . . . WIREWAY OUTSIDE BUILDING 28 . . . .
26 . . . . 24 . . . . 23 . . . .
I l I I I J H20 ANALYZER 21 . . . . PLC PNL BAnERY CHARGER a: ..... 21 . . . .
INLET STEM ~ 20 . . . .
BULKHEAD 18 . . . . a 11 . . . .
17 . . . . . 1---DANIELS N L.... 16 . . . . . 770XA C)
11 . . . . . CHROM. 14 • . . . . t; BAnERYBOX
1a • . . . . ,_ ON FLOOR I A. 1Z . . . . .
=I A.
30"X18"Xt2• 11 . . . . . 10 . . . . .
~; • . . . . . - • . . . . . r-- t--7 . . 1-- . . .
I/ I . . . . . 8 ' /7f'y .r13C Tlt/Jit~ 9>8-Z..S/ 5 . . . . .
4 . . . . . ..____ PLAN VIEW II CAL I a ROOF FLASHING SxSx148A < . A·591 B
I~ 2 TRUSS SUPPORT M12x11.1# . A.JI A-I 1 TS ROOF 2x4x148A . A·&OO GR I B
W(LJ)
MARK SERVICE SIZE TYPE MAn. OETAJl _ :...-- DWO. WE LD P R OCEDURES
@~ @~ ©7 ©
0 ~·/·· u == ::: 3'-0axt•&• WORK TABLE :c CARRIER GAS _....: t Ot-H-tt ..,_.., •o•-w-tt .... tOl-H-H ..... , 10 1 - H-•t
STORAGE SHELF 0 HEATER 1101!1:
I I 1. WIJD LOAD: 100 MPH (fXPGSUIIE "C' I 2. SlOW La&l: 15 I'SF a. FLOOR LIVE LOAD: 15 PSF 4. UII•C: liTE CWS I,JIII=O.ZOI, 101..0.047 T 5. WALL •suLAliOII: ll-21 I. IOOF .IULAliOI: ll-21
rfl.JF OF 7. IJTEIItllWW. UIEI: 14U. ELECTIO.IlLVliiZEI UEET PAIITED WHITE I I. = Oil SHUT mEL: AIIEIICAI I UUIII COIII'OIEITI- "PJII" PUR Zl U. TAll ...,,,JfSI( i!\1 • .., F EIS: 12·14 X 1' SELF TAP Pill HEX HElD Willi &/I' O.D. WliHEII@ 12" O,C,
t . 110 FIRE lAlii .. IVIUIIII MUST I E MJIIMUM OF atr FIIOIIliY OTHEII mucTUIIE 10. 111 FILlET Rll FLAUIH AID IOOF U .
v 0 ' 3111 FILLET FOil JUIIOIIIElll
\ Jl. 1YPE OF CIIITIIUC1181: V·l lJ.. L 1 • OCCUPAICY CWSifiCAliOII: S-1
ta. I UIUIIIII CtDE: 20DIIIC, 2001 NEC
APPROv v
~~~ CUSTOMER DAVIS & DAVIS
Ul il ( WILLIAMS BARGATH LLC HO~AD TITLE
SIGNATURE/DATE REVISION/DATE DESCRIPTION OF REVISION 8' X 16' DUAL ROOM CHROMATOGRAPH BUILDING ~t't'R. tNI.i. REV 0, 6/13/l l ISSUE FOR FABRICATION LAYOUT PLAN " ...... , .. ,.I~ . ....
405 7 CAMELOT CIR SIZE DWGNO JOB NO lR~ LONGMONT, CO 80504 11"X17" 55DAD11061S5 55DAD11061 ~PPR. CUSTOMER
www.hoodinc.com [SERIAL NO: ICI DE 1g: . .VN BY SMO d SHEET
TE 6/ 13/ 11 55
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SIGNATURE/DATE APPR.ENG.
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APPR.IIU:STUMtH
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CONDUIT BLOCK DIAGRAM
REVISION DATE DESCRIPTION OF REVISION REV 0, 10/3/11 ISSUE FOR CONSTRUCTION
I I
-14'1
U0/ 144VOLT
55-0AD-UOU
SPAct
SPACE
SPACE
SPACE
SPACE
SPACE
BATIERY CHARGER
CONTROL ROOM HVAC
GC ROOM HEATER
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPAct
SPAct
200AMPMAIN
lllf.AKEII
IRKlt ORa.IIT IRKA Sl1t • SIU
1 2
3 4
s 6 20A
7 8 20A
9 10 20A
11 12
13 14 20A
15 16
17 18 20A
19 20
21 22 20A
23 24
2S 26
27 28
29 30
31 32
3334
3536
37 38
39 40
41 42
WilliAMS IIAilGAllf
GM CHROMATOGIW'H 8UitOING
SPACE
SPACE
CONTROL BlDG UGKTS
CONTROL BlDG OUnETS
SPARE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPAC£
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
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STAT~:- ·~ DIVISh"t
NO I 0 4 ? Jl
APPf~OVf:D
4057 CAMELOT CIR LONGMONT, CO 80504 www .hoodinc.com
-- - -
I 1-5~ I I I I I I
I PO'II£R
I OISTRI!llnON PANO.
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~TS!. Oi~ATOCRN'H BUilDING - - _j PO'ft{R OISIRIBU]QN ONE -LINE QIAGRAM
CUSTOMER DAVIS & DAVIS WILLIAMS BARGATH LLC
TITLE
8' X 16' DUAL ROOM CHROMATOGRAPH BUILDING ELECTRICAL DETAILS
SIZE DWG NO 11"X17" 55DAD11061E1
JOB NO I REV 55DAD11061 I 0
I )DR\ IN BY SMO SHEET IDATE 10/3/11 E1
1
-
2
-
3
-
4
A I B l
'
PLANT NORTH ~ --· - - -------- -~--
4'-0" -
W.P. 1
s.-s'-11i?l E. 38'-3' I
~-~-- - r-r---;--11 J, I······
I rn
1 ~L _ --+ ~-
f in ~--
-- '--'--;---'L..-J
I
W12 SKID FRAME -., (REF) '\ .,
100'-0ft ---TOG
----
#5TYP /•
nFSCRIPTION
~1-
-
, '
l
---------- 17'-3" ----~ ------
·-- --
Sk TOTAL SLEEPER WEIGHT. (4k FER LIFTING LUG)
!
•
#6JL
- #5
1'-0" 1'-0"
LAP WITH BOTTOrl SARi
SECTION
NO DESCRIPTION
c I D I
42'-<i' SKID (RE'"F'J ---------- --
---------- ·------ ------------------
n~ • "r
j d
l_l
BY
TYPrt\..
\.~ c-4c-
l
I
[]
_j TYP
~ ··1- =,=1-1--
METERING SKID FOUNDATION PLAN SCALE: 1/Z'•1'-0'
100'-0" (SEE NOTE 2) TOC
1*1 GRADE
! (4) #5 BARS
2
1
0
NO,
#5x Jl@9"0.C.
/- SEENOTE3
1 ' • . (3) #5 EA. SIDE "
. . #5 @9"0.C.
SECTION SCALE: 314"•1'-0"
REISSUED PER CLIENTS COMMENTS
ADDED COORDINATES AND REMOVED NOTE 4
ISSUED FOR CONSTRUCTION
:JE::SCRIPTION
12122111 TF
12102111 TF
09121111 TF
DATE BY
t ~~------------~~--~----------~----~--5 REVISIONS REFERENCE DRAWINGS REVISIONS
A I 8 I c I D I
W12X40 SKID FRAME - TREF)-
E
i\'EAR B%" 16%"+21 ---2' PROJ.
INSTALL%" CLAMP WASHER AT CONTRACTORS OPTION,
LIFTING LUG - • . / POCKET
l
I~
I
-~--- fl- . , \ rn
~·.·
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DETAIL SCALE: 1"=1'-0'
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NOTE:
.. ALL SLEEPERS SHALL BE PRE-CAST WITH LIFTING LUG AND DELIVERED/INSTALLED AT WHEELER GULCH SITE.
2. TOC ELEVATION= 100'-0'IS ESTABLISHED TO MATCH THE EXISTING CONCRETE ELEVATION= 100'-0'
3. ( *) = FIELD VERIFY WITH THE EXISTING GRADE AND ADJUST ACCOROINGL YTO MEET REQUIRED TOC ELEVATION AS FOLLOWS:
a) EXCAVATE ATTHE REQUIRED DEPTH (DEEPER THAN 3'-0") TO ACHIEVE TOG EL. 100'-0' IF GRADE IS CLOSE TO 100'-0'.
b) IF PRE-CAST SLEEPER PROJECTION SHOULD EXCEED 12', INSTALL ADDITIONAL SOIL AROUND THE SLEEPER TOP TO ACHIEVE 3'-0" FROST PROTECTION,
DATE SCALE: AS NOTED 1----------r------1 Clk.Nl: WILLIAMS FIELD SERVICES
LOOATION GARFIELD COUNTY, COLORADO
DE511,;NEO: B. VILNER 09116111 MrH~i··r -W-H-EE_L_E_R_G-UL_C_H _____ TI_R_E---------------r-----P-RO_J_Ec_T_N_o. ____ _,
·~· COMPRESSORSTATIONS 11057-01WG DRAWN: T. FARRIS 09/16/11
t-:-:-:-:-0.------r-------J ~ ~.a~~~.~~~~D.gineering, Inc. ~ 6450 E. Crescent Parl<way Phone: 303.714.4840
APPIWVEO: Greenwood Vllage, CO 80111 Fax: 303.714.4800
E I F I
CONCRETE
METERING SKID
FOUNDATIONS
G I
1----------------j
DRAWING NUMBER
WG-SC-100
H
REV.
r-----2
1
2
--
3
4
1
-
2
-
3
-
4
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HEAVY·· HEX NUT
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TACK WELD OR · ' STAKE THREADS A36 THREADED ROD AS SHOWN
-
· STAKE THREADS !DO NOT WELD I HIGH STRENGIH THREADED ROD
I B
EMBEDMENT LENGTH
STANDARD HIGH
STRENGTH ROD 1----+-----j WASHER
DIA. (0) TYPE TYPE THICKNESS AR HAR
F-1554 F-1554 GRADE 36 GRADE 55
"A" 112 7 10
1/8 SIB 9 12
314 11 14
314 18 114 718 12
17 7/8 21
14 ;g 24 5116
1 1/B 16 21 1 114 17 23 1 318 19 26 1 112 20
28 1 112 29 318 1 314 18
32 1 314 24
2 27 37 112 2 114 30 41
2112 33 46 51e
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RODDIA.
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ROD f-----t--S_TR_E_NG_T_H--1 DRILL BIT DIA. (0) TYPE TYPE DIA. 10)
EAR HEAR Fv=36 KSI MIN. Fv=55 KSI MIN.
"A" 'A" "B' 112 4114 6 316 314
5/8 5 71/2 7/8
3/4 6 516 10 718 7112 "1114 1118
' ~I
12 318 12 318 1114 1114 15 15 1112
SEE ARIHAR RCOS TABLE FOR WASHER THICKNESS
E
-- FINISHED CONC TOP
I _,/ 6' SCH. 40 I'" STEEL PIPE
FILLED WITH CONCRETE
16" 0 HOLE FILLED WITH CONCRETE
1 F I G
EARTHWORK AND CONCRETE CONSTRUCTION NOTES I SPECIFICATION A. GENERAL SITE INFORMATION
1. DESIGN CODE= IBC- 2009 :OCCUPANCY CATEGORY= II, GARFIELD COUNTY, CO. 2. SNOW LOAD= 40 psf: IROOF SNOW); Is= 1.0 3. WIND SPEED = 90 mph : EXPOSURE = 'C" : I w= 1.0 4. SITE CLASS = 'D" 5. SEISMIC DESIGN PARAMETERS: Ss= 0.361: S os= 0.3B } SEISMIC DESIGN CATEGORY (SOC)= 8 · 1 = 1 0
S,=0.075; So,•0.12 ' E ·
B. EARTHWORK ANDfOUNDAnDN CQilST~UCTION
I
1. FOUNDATION CONSTRUCTION AND SITE PREPARATION METHODS SHALL FOLLOW RECOMMENDATIONS OUTLINED IN GEO-TECHNICAL REPORT NO. AD114034 PROVIDED BYTERRACON . SPECIFIC REQUIREMENTS ARE AS FOLLOWS: A. FOUNDATION SYSTEM: SHALLOW SPREAD FOOTINGS ON 3'-0' OF COMPACTED STRUCTURAL FILL. B. FROST DEPTH: 36' C. SOIL COMPOSITION: CLAY & SAND: GRAVELLY SANDSTONE& CLAYSTONE COBBLES; STIFFIMOISTrrAN
2. EXCAVATION AND BACK FILL: A. FOLLOW SPECIFIED RECOMMENDATIONS OUTliNED ON PAGES (4 TO 10) OF THE REFERENCED ABOVE GEO-TECHNICAL REPORT. B. ENTIRE AREA AROUND EACH FOUNDATION MUST BE THOROUGHLY PROBED FOR UNDERGROUND PIPE, CONDUIT, HIGH PRESSURE LINES, ETC. BEFORE ANY EXCAVATION BEGINS,
H
C. STRUCTURAL BACK-FILL SHALL CONSIST OF COOT CLASS 6 CRUSHED STONE AGGREGATE. IT SHALL BE PLACED IN 6' MAX. LIFTS. STRUCTURAL FILL IN FOUNDATION AREAS SHOULD BE COMPACTED TO 95% OF THE ASTM-1557 MODIFIED PROCTOR DENSITY.
3. SUB-GRADE CONDITIONS SHOULD BE INSPECTED BY A GEO-TECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY CONCRETE. STRUCTURAL FILL SHALL BE INSPECTED AND TESTED.
C. CONCRETE
1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION, TO ACI-318-()6 BUILDING CODE REQUIREMENTS FOR REI~FORCED CONCRETE. CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI-318. CHAPTER 5.
2. CONCRETE AND REINFORCEMENT SHALL BE DESIGNED AND PLACED IN ACCORDANCE WITH THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318-()6. ACI-305 'HOT WEATHER CONCRETING' AND ACI-306 "COLD WEATHER CONCRETING' SHALL BE FOLLOWED.
3. CONCRETE PARAMETERS SHALL BE AS FOLLOWS:
EXPOSURE CATEGORY & CLASS
ANCHOR ROD DETAIL EPOXY ANCHOR ROD DETAIL BOLLARD DETAIL F FREEZING THAWING
c s p f'c AT CEMENT
TYPE WIC
RATIO AIR
CONTENT MAX
SLUMP OTHER
PROVISIONS SCALE: NONE
:V..'GNO. DESCRIPTION
REFERENCE DRAWINGS
A I
" M
SCALE: NONE
TYPICAL ANCHOR ROD NOTES: 1, NUTS SH~.LL BE ASTM A-563, GRADE C, WASHERS SHALL BE ASTM F-844, 2, ALL DIMENSIONS ARE IN INCHES, USE ANSI B18.22.11965 (R1975) TYPE B, REGULAR FOR DIMENSIONS. 3. EDGE DISTANCE SHALL BE 5d OR 4" MIN. FOR STANDARD ANCHOR RODS; 7d OR 6' MIN. FOR HIGH-sTRENGTH RODS. 4. ALL ANCHOR RODS PROJECTIONS SHOWN ON THIS DRAWING SHAll BE MEASURED FROM THE TOF OF THE ROUGH
CONCRETE AND NOT FROM THE GROUT. ANCHOR RODS SHALL BE SET WITH A TEMPLATE. CLEAN OIL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING
5. TYPICAL ANCHOR ROO CALL-OUT SHALL BE AS FOLLOWS: 3/4 AR 22" (18' + 4")
ROO DIAMETER __jj E' PROJECTION TYPE OF ANCHOR ROD EMBEDMENT LENGTH
TOTAL LENGTH
PRECAST CONCRETE - ., SLEEPER
TOG
/ SEE NOTE3 DWG. WG-SC-100
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-- 3'-0' OF COMPACTED TO 95% MPD COOT CLASS 610R SIMILAR) CRUSHED STO~E AGGREGATE.
TYPICAL FOUNDATION CONSTRUCTION DETAILS
FIRST POUR SECOND POUR
112"
"0RMED SLOT WITi · \ JOINT SEALER \
' '
-~ 45BAR DIA,
--LAP SPUC~0Ec---
SCALE: NONE
rSEEDESIGN ; DWGS FOR REINF
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CONTROL JOINT SAW CUT AS SOON AS PRACTICAL TO AVOID RAVELING EDGE, HANDTOOL AND FILL WI JOINT SEALER. OR USE PRE-MOLDED OR METAL STRIP )1;• WIDE PER MANUFACTURER'S RECOMMENDA'riON SPACE CONTROL JOINTS AS SHOWN ON DESIGN DRAWINGS
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DESIGN DRAW!<GS)
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SCALE: NONE
• · .. j ·#A~;c ',i'/;': ( D< 6" COMPACTED D > 6" GRAVEL
TYPICAL SLAB ON GRADE DETAILS SCALE: NONE
1 REVISED NOTE & DRAWING NO. 12/22111 TF
0 ISSUED FOR CONSTRUCTION 09/21111 lF
DESCRIPTION ., 5 ~~------------------------------~----_.-1
NO. DATE ;y JESCRIP"TIOr-.1 NO, OAIT
REVISIONS "' 6 REVISIONS
B I c I D \
SCALI::: AS NOTED
CORROSION SULFATE PERMEABILITY PROTECTION EXPOSURE
F1 C1 S1 PO
LEAN CONCRETE SHALL BE ~' c) 1500 psi
28 DAYS
4500 psi II 0.45 4.5% T07%
ALL CONC. 4' TO 6"
NIA
4. AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO "SPECIFICATION FOR CONCRETE AGGREGATES" ASIM C33.
5. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602,
6. REINFORCING BARS SHALL BE DEFORMED,INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A6151NCLUDING SUPPLEMENTARY REQUIREMENTS Sl, GRADE 60 (420 MPA), FIELD SPLICES AND DEVELOPMENT LENGTH SHALL COMPLY WITH THE FOLLOWING SCHEDULE, UNLESS NOTED OTHERWISE.
TEL TEL TLS TOP OTHER TOP REBAR SIZE HDL
114 7 25 19 32 #5 8 31 24 40 #5 10 37 28 4B #7 12 54 42 70 #8 13 62 41 60 #9 15 70 54 91
TLS OTHER
25 31 37 54 62 70
#10 17 78 60 102 7B #11 19 87 67 113 87
REINFORCEMENT SHALL BE INSPECTED BEFORE CONCRETE IS PLACED
WHERE
A. TEL• TENSION EMBEDMENT LENGTH TLS • TENSION LAP SPLICE LENGTH HDL : HOOK DEVELOPMENT LENGTH
B. "TOP' BARS ARE ALL HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE
C. ALL BARS THAT ARE NOT 'TOP" BARS ARE "OTHER' BARS
7. CONCRETE PROTECTION FOR REINFORCEMENT- CLEAR DISTANCE FROM FACE OF CONCRETE TO BAR SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
A. CONCRETE DEPOSITED AGAINST GROUND OR VOID FORM: 3' B. CONCRETE SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH GROUND AFTER REMOVAL OF FORMS: 1 ~·FOR #5 BARS AND SMALLER, 2' FOR 00 THROUGH #18. C. SURFACES NOT EXPOSED TO GROUND OR WEATHER: %"FOR SLABS AND WALLS WITH #11 AND SMALLER BARS, 1 %'FOR BEAMS AND COLUMNS.
6. EXPANSION JOINT MATERIAL FOR EXPANSION OR ISOLATION JOINTS SHALL BE ?REMOLDED, BITUMINOUS IMPREGNATED FIBERBOARD CONFORMING TO ASTM 0994,
9. JOINT SEALANT FOR ALL CONCRETE CONTROL, CONSTRUCTION AND ISOLATION JOINTS SHALL BE SIKAFLEX-1A BY SIKA CORP., OR APPROVED EQUAL
10. GROUT USED FOR VARIOUS APPLICATIONS SHALL BE AS FOLLOWS:
A. GROUT USED FOR STRUCTURAL STEEL COLUMN BASE PLATES SHALL BE PREPACKED, HIGH-FLUIDITY NON-SHRINK, NATURAL AGGREGATE GROUT SUCH AS "MASTERFLOW 713 PLUS' BY BASF (FORMERLY MASTER BUILDERS) OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. SPACE BETWEEN THE ANCHOR RODS AND OVERSIZED HOLES IN THE BASE PLATE SHALL BE FULLY GROUTED WITH NON-5HRINK GROUTTO ASSURE PROPER SHEAR TRANSFER GROUTING SHALL BE PERFORMED ONE BOLT AT A TIME, WHILE OTHER BASE PLATE RODS ARE FULLY TIGHTENED.
B. GROUT USED FOR GROUTING COMPRESSORS, TURBINES, LARGE PUMPS, AND OTHER RECIPROCATING OR ROTATING EOUIPMENTTHAT REQUIRES EPOXY GROUTING SHALL BE 'FIVE STAR HP" EPOXY GROUT BY FIVE STAR PRODUCTS, INC. OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
C. GROUT USED FOR DRILLED AND EPOXY-GROUTED REBARS SHALL BE HILT! HIT RE500 EPOXY OR APPROVED EQUAL •
11. VOID FORM MATERIAL SHALL BE "SURE VOID" OR APPROVED EQUAL. KEEP VOID FROM MATERIAL DRY DURING PLACEMENT AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS • VOID FORM SHALL BE BIODEGRADABLE AND CAPABLE OF SUPPORTING THE FLUID WEIGHT OF THE CONCRETE.
12. ALL WELDING PROCEDURES, INCLUDING STUD WELDING. AND QUALIFICATIONS SHALL BE IN ACCORDANCE WITHAWS D1.1.
13. ALL SLABS SHALL BE GIVEN A FLOAT FINISH AS DESCRIBED IN ACI301. ALL WALKS AND EXTERIOR SLABS SHALL BE BROOM FINISHED AFTER CONCRETE HAS RECEIVED A FLOAT FINISH.
14. EXPOSED CORNERS SHALL BE CHM1FERED ¥.'UNLESS NOTED.
15. CHECK ALL ELECTRICAL, MECHANICAL AND PIPING DRAWINGS FOR E:MBtUUtD ITEMS {PIPE, CONDUIT. ETC.) AND BLOCKOUTS BEFORE PLACING CONCRETE.
16. IF REINFORCING OR MESH IS FIELD GUT FOR SMALL OPENINGS, CONDUIT, ELECTRICAL BOXES, ETC. CUT REINFORCING SHALL BE REPLACED WITH AN EQUIVALENT AREA OF STEEL. ALL SUCH BARS SHALL EXTEND 24" MINIMUM (OR MESH LAP 2') BEYOND CORNER OR EDGE OF OPENING IF NECESSARY. REINFORCING SHALL BE BENT TO PROVIDE THIS MINIMUM EMBEDMENT. MAKE ALL BARS CONTINUOUS AROUND CORNERS.
17. THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT ANCHOR ROO DIMENSIONS AGAINST THE CERTIFIED EQUIPMENT DRAWINGS BEFORE PLACING CONCRETE. TOLERANCES FOR ANCHOR ROD LOCATIONS AND ELEVATIONS SHALL BE AS DEFI~ED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD PRACTICE.
18. ALL WATER STOP SHALL BE BENTONITE FLEXIBLE STRIP WATERSTOP BY VOLCLAY OR APPROVED EQUAL
D. CONTRACT()R'S MEANS AND METHODS
1. THE STRUCTURAL DRAWINGS AND NOTES REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. FOR THIS REASON, DURING ERECTION OF THE STRUCTURE AND/OR THE DEMOLITION OF THE STRUCTURE OR PORTIONS OF THE STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, EXCAVATIONS, SHORING, STOCKPILES OF MATERIALS AND EQUIPMENT, IN ADDITION TO ANY WORKER SAFETY REQUIREMENTS. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS IT MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED.
2. DISCOVERY: DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS OR AS BUILT DIMENSIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE WITH CONSTRUCTION OR REQUIRE PROTECTION AND I OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO THE STRUCTURAL MATERIALS OR COMPONENTS WHICH COLLD JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCOVERY HE OR SHE IDENTIFIES THAT MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE INTEGRITY OF THE STRUCTURE($) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES,
E. CONTRACTOR'S COORDINAT10N
1. THE CONTRACTOR SHALL VERIFY AND COORDINATE All DIMENSIONS AND DETAILS BETWEEN All TRADES, SUBCONTRACTORS AND VENDOR SUPPLIED EQUIPMENT PRIOR TO COMMENCING ANY CONSTRUCTION. THE STRUCTURAL ENGINEER SHALL BE IMMEDIATELY NOTIFIED ANY INCONSISTENCIES RELATING TO THE STRUCTURE, F AllURE TO DO SO SHALL RELIEVE THE STRUCTURAL ENGINEER OF ALL CONSEQUENCES RELATED TO THE INCONSISTENCY.
2. SEE MECHANICAL, ELECTRICAL AND OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL INFORMATION RELATING TO THE STRUCTURE.
DATE TITLE PROJECT NO.
DESIGNED; B. VILNER :::~
09116111 WiJficJm£t-w_H_E_E-LE_R_G_U-LC-H-----------t--1-1
-0_S_7
-.o-1_W_G--I
D~W" T. FARRIS 09/16/11 LOCATIO'!' GARFIELD COUNTY, COLORADO .,.;;:;:.'""' COMPRESSOR STATIONS
t---------;[-----JcuENT: WILLIAMS FIELD SERVICES
~~~~~~~~-----------------------~==~ ~-:-:C>E-OVF-DO------r-----t r;;;:;... e.~T~.~~/~o~~ineering, Inc.
~ 8450 E. Crescent Parkway Phone: 303.714.4840 Greenwood Village, CO 80111 Fax: 303.714.4800 APPROVED:
E I F I
CONCRETE
GENERAL NOTES AND STANDARD DETAILS
G I
DRAWING NUMBER
WG-SC-001
H
REV.
r--1
1
2
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Wheeler Gulch C.S. Vicinity Map
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This exhibit was made for a Garfield County permit application, It is not a lan:l Survey plat or Improvement Survey plat. Ownership information is from the Garfield County Assessor map:. No warranty is made as to ownership. quality of title or easements and encumbrances affecting the property shown.
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CONDITIONS OF PEfli\/IIT BLC0-2-12-2360
Mobil Oil Corp/Bargath-Will111ns
Chromatograph Build,in1::
Wheeler Gulch Comp1essor St<lticm
Parachute, Colorado
... ,., "'~"'IIIII"'''"'" ,, .. ,.,.,,, ,,
1) :LL WORK SHALL COMPLY WITH THE 2009 IBC. AND M1\l'·ll .· -~( IJI"' ; : •;r'cCi I·: ,:>,TIO"I:,,
2) Ale WORK SHALL COMPL/ WITH HIE CONDITIONS OF THI •.I..JHI·IEI1 T t'\1\D I.F.f ''FI'il•/111 3) All WORK SHAH COM PI 'I WITH 5 I A.l f AND FEDERAL f/J c;I)Lf>TI:JI'i'';
4) ENGINeER SHP,LL FIELD VERIFY STRL!CTIJRAI FILL ArJIJ Pi':[(,I'ST FOUI'.I[·i\TIC!f>i
PLACEMENT. P~OVIDE APPROVf\L REPORT AT CO/F!Ni\1 il\)',!'fCT .::r·,
)I eLECTRICAL FI~/IL APPROVAL IS RFOUIRED fOF: CO/FIN.\1 . I::.PI.C 1 Cl\1
61 FIELD IJ"RIFY CD.O.H. I NSIGN lA IS AFF !XED AT CO/FirJM IN'.,,, I':'; 1(1'\•
7! ROOMS WITH STORAGE BATTERY SYSTEMS HAVING 11 uQI .. 'I !lE( 'f'Ci, '(lc Cid •(lTV
OVER 50 GALLONS, OR A LITHIUM-ION CAPAC•TY OF· 10110 i'(IUI\11>') .. ·I ,J 1011 <, :- ND p,-POWER P.EQUIRFS ONE Ill r<OUR SEPARt,TIQr, PeR IBC. Till',' F 'I](', l
B) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTIO~I (11':8
9) LIGHT Ar<D IJUJriLATION PER 2009 1JC, CHAPTER :2.
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8!':SCRIPTION
REFERENCE DRAWINGS
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NOTE:
1. All SLEEPERS SHALL BE PRE-CAST WITH LIFTI~G LUG AND DELIVEREDIINST ALL ED AT WHEElER GULCH SITE.
2. ( *) = FIElD VERIFY WITH THE EXISTING GRADE AND ADJUST ACCOROINGL Y TO MEET REQUIRED TOC ELEVATION AS FOLLOWS:
a) EXCAVATE AT THE REQUIRED DEPTH (DEEPER THAN 3'-0") TO ACHIEVE TOC EL. 100'-0" IF GRADE IS CLOSE TO 100'-0".
'
b) IF PRE.t;AST SLEEPER PROJECTION SrlOULD EXCEED 12".1NSTALL ADDITIONAL SOIL AROUND THE SLEEPER TOP TO ACHIEVE 3'-0" FROST PROTECTION.
c) SHALL BE 3" MINIMUM d) FINISHED GRADE SHOULD SLOPE A MINIMUM OF 1'-0" IN THE FIRST 10'-0" AWAY FROM THE BUilDING.
;· 115 x Il@ 9' O.C,
/--SEE NOTE 2 Y,• EAR 8%" (6%'+2") - -~ 2" PROJ.
INSTALL %"CLAMP WASHER AT CONTRACTORS OPTION.
'" 1\ (3) #5 EA SIDE '
-· -
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LIFTING LUG - · · / / POCKET
SECTION SCALE: 3/4"=1'.()"
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sc'"" AS NOTED om .::lie. TITLE PROJECT NO. 1-o-,-~GN-ec-. -B-. V-IL_N_E_R--t-0-9-11-61-11-lcuENT WILLIAMS FIELD SERVICES W/J/ilftl!-w-H_E_E_L_E_R_G_U_L_C_H-------------+-----------1
1-,-""-WN-, --T.-F-AR-R-IS--t--0-9-11-61-11-Icoc'm" GARFIELD COUNTY, COLORADO ·~· COMPRESSOR STATIONS 11057-01WG
0 NEW DRAWING ISSUED PER CLIENTS COMMENTS 12122111 TF DRAWING NUMBER
t-:-":-:-::-"------1t----l ~ ~-~~~.~~,§~5Jineering, Inc. CONCRETE NO. DSSCRIPTION DATE 9V
REVISIONS
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~ 8450 E. Crescent Parkway Phone: 303.714.4a40 Greenwood Vllage, CO 80111 Fax: 303.714.4800
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WG-SC-101
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