C-C

~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 • . - . .

<L (!) 111 • - - . -4'-:1" 4'- 1" 15 • - - . . 14 - - . . -18 . - . . -12 . . - . -11 . . . - .

(!) <D 1D • - - . -8 . . . . .

DIVIDER WALL _j SECT1DIIA-A UUAT10!I-c:.c

I - . . . . ~- . - . - .

Loc/vrl L~r-/-r:-he-; I L/fY/du1'f~ r l!( L!f#/ /W/4/~/tm /~r & . . . . . 5 - - . . -

5evl-zPn I oo .B.. 4 . - . . -

zooq ~I?C ~oof> 1=8f. t'/1~/er!Z. 3 . . . . . 2 . . . . . ·-

. C> 1 TSWAU 2x4114DA . A-SOO GR B B WWI

16' 7'-4" MARK SERVICE SIZ£ TYPE MAll. ~~ I I I owa. WE PROCI:OU f{!;;

.3'-4~" Q) t 3'-~n ~ {!)

@~ ®~ © ®

~"Z ~,.-G: 1'-6!"

u

• ..G2

• 1 '-~"1-

II'P'S:I tat-H-I t WPSt to t - t-4- ~~10t-H-ItO wtJ'Sa 101-H-tt __,

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<. ~ .....

1 <.j.l.i.

t-----------7' 4"----------~ 1

c, ========~==~~==========~1--~ CD

~--~·--- 3' 7J "----~~-" ~----- 3 · 14 .. __ 1 Ct==~==~========~~======~======~-r CD CD

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

* ._Q_

MOlD< I • ..U. - COIIUl NG COIIUTII H OIIIOIIA-.vt!IIOCIII SHIIU. It- Coii.VNGID COIIUl. CXIIIUI II H

llU 1101111 11.111. I[ 011. t 1'010 .. 11.111. IE 1'1P£ 1lfW. - SHIIU. avoiii!O 1ltE lEt. - Wilt 1111: SIWJ. IE 111 A'll). .1 $[.11.5 liWI. It IIISW1fD AT Oil Cll\ICO II H --110011 AS ~ II' 1ltE 18. 4. M --110111115 IAWll QASS l DIY. t CIQP D. H I1U 110011 IS IIIClAalm

SIGNATURE/DATE APPR.ENG.

"'"' ....... J Q.ll.

APPR.IIU:STUMtH

i J2...

'--

/ " /SIIII01[2f!ll

~I'OIIll-(nP.)

* QIIIOIIII

t'\.t I I ,.

!Ell.

-t ._Q_ i!.'+ ._Q_

/BA~uan

___ ....:W-4-~1,10 w: 1'0'10

.R l FIINI[ .. \..

... Y.., I110V~I'OB N ., 1111\M[

l I

PO'tltR I

OISTR. I PAlm.

(nl AOOW) H -, I .L..--.....J-...... , 1·--~r _ _j

~ ~ ~ !:t

PI.C

I I I I

0 L __ _j

A + -.,_ 12V IAlD'I

+ -, .,_ 12V IAlD'I I+ -

IOAW-IIt 12V BAnDIT

+ -1 .,_ 11'1 IATlDI'I

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

[~~] - --r:-d-=~-

~r c. (4) f11111 W/(I'JII N.

1>-rr,(l)fi"RIW 1/ (I) II IIG.

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.

I I I I

I .~,_. ,., ~- I ~PNIII.~

II [ _~:_ J -~-~ 1---. ~18A~~1

~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

~·.·

I

6" -- _,_

~~ 6' I

{}J-+-----+-3'1 ~-13" -- '+-f- -c--

/

)

DETAIL SCALE: 1"=1'-0'

F I

-4'-0"

11\TYP

v -------'---~ -· -- - -~~

I /

-- -------·--

G I H

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

A

.- -= ~ rHEAVY HEX NUT UJ ci . w,. ' S _/ WIPLATEWASHER w' (SEETABLE&NOTES) ~o I

(3z I n::'i

"- .,_ L ----t~r""""=:=:;= E T.O. ROUGH CONC (TOC]

HEAVY·· HEX NUT

I

•§\,, ' ' ' '

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

J

DRILL BIT DIA ."B'

RODDIA.

HIL Tl ANCHOR ROD " HIT-RE 500-SD

c

HAS SUPER THRfAOFD ROD ASSEMBLY WI NUT & WASrlER

I • ~:

i!' "'w z,.....~

~·!!~ 1-,)­Zw Ww

"'"' 0 w

"' ~

'

I D I

EMBEDMENT LENGTH = STANDARD HIGH

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

' ' i'

' '. ,·-,

~ ' -, \ '

' , ' L •

l · . I

•

- I, ..... L

'' I . -. I

' . ~...,.........--~---,--.----:----.-1. ' ' . ' ····t' . ' ' ... ' .. ·· .•· ' '

c,J .

. . "'T ', L' .

. . '! . '

' -I ,·l .

-~~··· .· .. - ·,,,,

. ' ',

'- ~

·-

' -; - ~ - : I

' '

. ' l '.-

\

1_~2.,_.'-0._" - 2'-0"

-- 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

'-

1

.,...-...;-.:-·-. :_· . __ - -~-·1""-'-=="====="wf~' "---'....:.·~<; ~ ... r ~, ·.c

I

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

r -,._. . . ..

j •

1- REINFORCING !SEE

DESIGN DRAW!<GS)

.. !

I I

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

-

3

4

-

r

•

Wheeler Gulch C.S. Vicinity Map

t t

I .1.. -0-

7

'

II

'

'

.... ••

,. . i

1

•· 'fl

; I

i

i

' •

I j

' .

·~ "'

•

"

•

t

@

L

•

"

+

"

10-

7\

I

"

,,

,+

J

(!

I

,

r

R. IH! W.

' I •

i

',/t. :

--

~

"

•

• t

,j

'

t

. ' D

t "

I

- Jt - l

•

.L

;-

•

,+

I

" y

.-

II'

I

1

@

-I

,, f· 1~

,. '

;

'

y

,.

I I _,_ ..L _r ....

10

"

"

• v •

""--------ii "'

. " •

27

------......,_

T.6S., R.96 W .

'

" :.

,.

,+ t t

,,. rr'

I

j ' N

• y

,.

'

•

..

~ R £ 8 E R V E

"

•

~ 0 11"1 \0 z

\ \

D

EXHIBIT~~

\

\

\ \ N28°20'44"E 335.81'

• \ • \ \ \ \

8 ~\ 8 ~

' ' \ 0 () \ _J

I

_J \

' -- ' u () \

\

0 \ u \

\ .\ \

WHEELER GULCH COMPRESSOR STATION

\

•

SURFACE OWNER: EXXONM\BIL

0

•

u

\ ~'A-------).;:"-, ~---- ',,

• () ~ I ..

.,_ \ /

// X

•

• •• ·-- >< - -1

I -X

\

•' i----

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.

§

I I,

•

If, " ' ,,

I

' 'I I 'ii

\ '~ '

..... , ............. •c.,

"''"'"'""'''''<• ""'"' ~··""

, .. ,,,,,,,.,.,.,.,, '"•··

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.

,, ,,,,, .... '·'"

''" ", .. , "'"'

I

,,,,

,,: !l .. ~i"f:."l)'' ',,'

f'""··~ ' '

~: .• -t· ...,, ~ .. l.l r~: ::·;. :~. 1;

,,,,, ' ,,,,,

'' ' ,, .,,

,,

' I ., 111"'\-

'""

~ I

"~-

I

I,

. \, ,. ',j

I

.. 1

\

11

1

-

2

-

3

-

4

DWGNO.

__ _,. '

A

'

PlANT NORTH

8!':SCRIPTION

REFERENCE DRAWINGS

A

I

W.P. _j

N. 8'-10 112'' E. 62'·2 3/4'

I

~·

W6 BUILDING FRAME - ·

' . -~- c

I

#5 TYP-/ •

.

I

B I

16'-1" SKID (REF)

c

6'·6h" ------~~---

6'-6J2" I ---------

1 =~ i'

NO.

8

W6x20 SKID FRAME ·-- (REFf - ~ _ _, -

CJ

_j TYP

CHROMATOGRAPH BUILDING FOUNDATION PLAN SCALE: 1/2"=1'·0"

8k 1\JTAL SLEEPER WEIGHT.(4k PER LIFTING LUG)

•'

' I

I

#5

1'~0'' 1'-0"

LAP WITH BOTTOM BARS

~ECTION ~ALE: 314'=1'-0"

DESCRIPTIOtf

REVISIONS

I

DATE 8Y

c

\

I

-- "l --:--

1

I

-......1.---

1

cp l

! I

y I

I

I .~....,

"' '---'---~'--'----

I

~I I i ;

l

("1"\TYP ' - I

D

~---"'--(4)#5BARS i

- 4

-

;

c •

l E I

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 '

-· -

'

J li(j @ 9" o.c.

LIFTING LUG - · · / / POCKET

SECTION SCALE: 3/4"=1'.()"

F

2'-0" r- ----- ----- ----- -6" ' 1'.()"

1--''--i-6" 6" :

' ~--, .

I

~ w w <f)

i ..-r:~- ..... -- __ l

---

_..... .... ~ '

-- I 6" l3" --~-------- -I

DETAIL SCALE: 1'~1'-0''

f :

G I H

-~· ·- ""''"- ·- . --1--·- - ,__ ..... ,_ ______ ... - - ...

"" -1 -_ _ __ cl

I ' '

'

' 1

--·

.. r'P . ,.,-,,'

l ME. TERING SKIDl_. FOJNDATION ~

. :., ' ,1-t ~---~_----- -- ·---------- ----

t ll :•t I I ~ :._:;

13 . CHROMATOGRAPH t±:J I · BLDG FOUNDATION .,_._· ._--,_·_·'1 . L" , ::. I

i -.. • : . ll l '

1 I '~

"' ,--, ;

.J.'·[_''- -- ., u_"

.

I ; - .,,,

( : __ _ I .. . '

-- 1----- --- ------- - ; ___ L _____ _

KEY PLAN SCALE NO SCALE

r­J

1

-

2

3

~

4

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

I D I E I

~ 8450 E. Crescent Parkway Phone: 303.714.4a40 Greenwood Vllage, CO 80111 Fax: 303.714.4800

F I

CHROMATOGRAPH BUILDING SKID

FOUNDATIONS

G

WG-SC-101

I H

.. v f--

0