Document wKXEgmza5wm6QRnJaGXq6NXE4
Chevron BB 013969
t!
ao! *f
a;ti:
"W a
SECTION VI - APPENDIX SPECIFICATION DRAWINGS
GT-E-4546 GT-29/48 GT-^O
Basio Design Data Overall Plant Layout Process Plant Plot Plan
Chevron BB 013970
J "' -* tr-r-f -yfo
SECTION FA **!* AL DATA
FA-1 COST AND OTILITY DATA (Note: Costs do aot include distribution) 1.1 Steam 1.11 Steam available in main headers at plot limit
'"I ?Tii
-1 -i
Pressure pslg
Temperature F
Source
.revisions.
A7 -V" ..'SCAU
DATE.
*-. - \ 1 * . y - % '
.^4
dept'.'.<
S^'oPfi'G.' DEPT.
-TV
1.111 1.112
535 JML
Sat, to 525 J51Q_
E.sllarg Boilern
<t>
1.113 1.114
.JJL A2-
MSL 2ML
.Exhaust Exhaunt
1.12 Incremental cost of steam
Supply
Return
Generating Cost (total) $/lOOO **.
.i X "I a
il
1.121 585 psi^_525^S=in..jBn Hg
1.122 585 psig 52g1*? llo psig 1.123 JdQ psig_5.F2-ittpac4g Hg
(Condensate ' ---------------------tii-__ Plly ,.<?r not
alp r-,, returning*)
_*5L
\* i- ,4 .1
1.124 _11Q psiguM4.*F_15_ psife
-iIL
Sflmgfc. 2-in. Hg_ Mxadt 15 paig.
>20. .*21.
<5>
1.127 JJLQ psig
40 psig-
-*2Q:- "" J'
1.128 40 psig'286 F) 2*in. Hg
.21
/'V.
* For value of condensate returned,' see 1.326-1.327.7-.' ':-*?05 %5
** Include! investment amortization .
>
(l) Temperature varies from Sat. to 525 ,F.
Si
1.2 ` Electric Power (See Section FP, Sheets 11 and. 13)
1.21 Power available for design Supply Voltage
Source
9m
1.211 1.212
1.213 1.214.
_ 440 -110.
.OSaLJar.
1.22 Cost of Ptower
Utility. Co.
.-t.V',* ii'|
Utility CCoo..
fjgggjjj
Utility. Cgt .Hhcondns ^rri.be;T.7^
%mw
1.221 Cost of^Company-generated Power **' 1.222 Cost. of. Purchased Power.-
_Lpsr^tof mr * . .. y. . "v,<-
r**:--Vf ">t ----rr'
1.2221 ^Demand Charge
'. _<1 fiO per, Vgo':X&x^^.
* ,l,22S2.^Jpe^gy Charge'. . V .. i l*0045 par
/*
&**.*'A*' *t/ - ' . . . - r- -*v .- * ; " ..'W. TInnfctltliiHnfteft ^AInnvveftsfl'tfemmeftTnrht na.mmftTo^rht`1iRzaAttiionn
, '-- J 7 ^?V^t?'*-
' ,r' 4 ; '* >> r
'C'5;*1
. . fy `.''t*.
x. - '*i'.*r^rt3ftyi .T**." 4>'* *;
.trjxr- Tk,.
' S rV . > -4r^X
\a*-> -
8^?&> '; .IX
Chevron BB
.* A : SBCTTOW FA' ' (SSKEBAL- Biffl (Cont 'd) -
'-m . ;
FA-1' COST AND OTILITT DATA~7Cont f d)` l; ;-:.'. `
'
' V-. 1.2 . Electric Bower (Cont`d);;
. ;..4 ,, ...-.
1.23 ^'Standty'Power-
1.231 -Standby Power Eequixed
' 1.232 . . - 7
;;\ .
Yes.
1.3 Water. ;
..
"
.' - X"
i : -\ * * j
V 7V.*
' . ;.* '
'
--Where Fla Piri,-
Motor Operated
Valves ,
.\J
1-31
Cooling Water
Design . Design-
. .- Mar. , Velocity in Tubes , Cold ' Supply Press
- Cold Water.. Mar
Min Water .* at Plot
Source Temp. *F Ft/Sec
Ft/Sec Temp *F > Limit Grade
1.311 - T<M0r
90 UsL
_SQ_ -Is
1.312 _____-
2s 1.313 .Demand .Cost. .$25 QO ..pir-- gpm 1.3lt Operating cost.(total) ** le.O0C0 per-aMn-pir yr '
1.315 . Costjsf purchased water. .
. 1.51$ Cooling water return, pressure at Plofliaiit ; tS'psie''-, / . *%Includea.^uc^- and .faa newer and make' up/vatw- C'
; u. -* ... 72^.'.
7 -1 w ' = 4**1.."* ' .?-v: -.'y
Chevron BB 013973
P'S W*i.?CHT , AT^rrr^*?y
'^:'T7' ' V1*- * >- T^*.i `J-!* V
*5-? *;.? *::. v. ;.4 . *>>.'*" v-~xiv..y
.? ..- - ...
--*; : /..; *\ -. '*.' - VV - . 1 .' `
,' .*: .. v f S . v.s^.
V3`- ~ ' * * > *-T ' ` - '>,
`'
' '
VV -
y'' "'-SECTION FA - GEHESAL DATA (Cont'd)
FA-1 COST ATO ~DTILinr DATA (Cont'd) """ 'l.^ Fuels -(Cont'd) v,,V;
1.42 Xiquid Fuels: For analysis, see: .
' .,
- V "O .- v.,- .<*. ,<.r%'-;.: .. :. Vf
fv ;'
';-
`SAvailable
. .., ` Absolute Minimum ; .
y^at Plant low Heat Viscosity lea Temp , " .' s
^-limits ing Value : Stokes Flue Gases Cost
Type *7 psia BTU/lb. 100 *F 212 *F . *F
$/bbl.
1.421 Bunker .100... 100 17,600
1.422 ------ -------___------------------------
1.423 -------- --~--_i-_----------- ^ 1.424 ------- -------------- i---------------------
12*0.0.
1.5 Compressed Air
' -
V? ;
2tFHT5>4'V. ?'>-vt:
DATC
- \
.*.*,
1.51 Compressed-air available?
Yes.
_ No.
" I.52 Air characteristics
. Erg-gears.
Mai,,,PeY Point " ' .'x
1.521 Instrument '
42_______p__s_i_g___4 atmoa. and 2<fF<S
/V 1^2Z Service ~ . . <(-01.523 Process
:_______ 112_P__SiR .go.. - P8iR
'
,
*F v - *F "' -
. 1.53
1.524
' t ,
Is emergency airsupply required?
psig Yes
. ,\
- ' -r-*9-
' *IC ;C '
"* ' y'-'i:.
Oily- water- disposal. ;
-.....................................
Is additional capacityy ^required?
YL^ Yes . Xr*:v T1fo
....
1.62 ' Costs.; , ..y
$,
J-!-. ** Includes investment .amortisation . .-
.`V J, : ` '
"1 ` - .v
>
-
'^v:
*: *
Chevron RR
/* ;
' V-0
r*
I FA-2 Sijj
ACTION FA - GENERAL DATA (Coat'd) PAYOUT PERIOD 2.1 Process Equipment^
'2.11 Before Taxes 2.12' After Taxes
2.2 Utility Equipment^
2.21 Before Taxes 2.22 After Taxes
FA-3 DESIGN LIFE u <2>
20 Years for Columns 12 Years for Drums 10 Years Furnaoe Tybes
CM
yrs, yrs.
yrs. yrs.
FA- 4 GENERAL SITE DATA
.4,1 Nature of terrain . Flat 4.2 Soil Characteristics .Sandy, well drained
WWW MWiMiWi
V**\ftEVJStOHS
sto'.-V'-' -
4.21 Ease of Excayation-Not difficult
.
4.22 . Corrosivity -.;Low-
.'
..
.
-j . > 4.221. Recom^pded. treatment, burled lines
P-la wrap*
P<*SBE
y .v
^ 4*222';Recommended- treatment, buried galvahiiod oondultV bare 4.2B Presence `of Borers, Termites, etc.- No .v.. .
4.24 Ground Water-Level. (Refer to Datum Shown'on__________
Va fM v0*TM
r *70 ft- below surfae*. ;4.3 Tidal Data (Refer to Datum shown on ' '
' _______ )' 'r
i|3iE
>;. 4.31- Maximum High Tide yVY" ' 4.32 V-Normal. High Tide';--.,'
...
> A^'-V lVo>"
4.33 Normal-Low TideVv-
4.34 Minimum Low Sde .-r V**'^
-
"'
"
V- : ->7 :
a-- > >
FA-UME_T_E__O__R_O__L_O__G__IC__A_L__B__A_T_A_ . .
- ..... ..
. . s'
7-,---
.ft,;V-, ...V \ .
.'A .* . ,v a.
Vf
.',v " . k, .77 Tu'>-(.+lnn*. - 4Unf
rrtHnfir -f'Tfim' Anr-h ntniArant'
nnarteriw
Chevron BB
SECTION FA - GENERAL BATA (Cont'cL)
IH
t FA-5 METEOROLOGICAL DATA (Cont'd)
*4 H c to
a
02
0-P2
JS
CO W
*0 SutU>1 >
su
. >* a
cu ^
* o
TT-a>?
5*2 Air Temperatures _
Dry Bulb
5.21 Annual Mean Daily Maximum
76*4 F
5.22 Annual Mean Daily Minimum
--,51.-0-^
5.23 Annual Mean Temperature
fa.B F
5-24 Maximum Recorded
lQfi____ F
5.25 Minimum Recorded
.. . -5 . F
5.26 Humber of days in last ten years - 880
with maximum temperature in
excess of
90 F
5.27 Humber of days in last ten years - 440 with minimum temperature below 32
eF
Wet Bulb' 02.3 F
- 45 . F 48.7 F
__ 13____F 29.3
(-QcyjBuib)
(.Dry Bulb)
5.3 Relative Humidity^
5-31 5.32
5.33
Annual Average - Eased 1:30 AM, 7:30 AM 7:30 PM Data Mean of daily maximum, month of Aueust. 7:30 AM Mean of daily minimum, month of May.*--?i.3D PM
383
6is44i
5.4 Precipitation
5*4l Rainfall' '
4REY1 SIMS'
\.-''-hU scale
..^Vv DATE
** DR.i_l___ _
, yoj'!.^i;.r__ i,,. ;T^6B.'.lTM.;.,
*-, .
.,-,:; EN8. DEPT;'
5.411 Average Annual
JxL in.
5.412 Maximum Recorded Annual - (1884)
in.
5-413 Minimum Recorded Annual _ (1891)
2.22 in.
5.414' Annual Average. Humber of Rainy Days
. : 5Q -daya/yr*
5.415 Rainy Season
from__ Juno -to Danmah*** - * '
.5.416 Maximum Intensity, single storm 6.50 in. in--2___hrs.
5.417 Humber of days in last 10 years
(7-9-81) .
(Not avail .-JTeath. Bur^ with rainfall in excess of
in.--___________
- ' . " 5.42 Snowfall
" 5.421 Annual Average '
5.422 ..Maximum Recorded Depth. - Nov* 1906 '
5.423 Snow on-ground,
, . from Nov*
. , ~ intermittent
5.5 . Earthquake `Sea' Section FM 3.22
__ 2*30 in.
___JLiSL in., to April '
'5 ..A
;\)OPR'Qi DEPT.
-
f 'V- 'i'Jf. - v*
v ..APPROVED
5.6-,. Other Meteorological Data: i" " .
' '5.61" Depth of Frostline (Hot. available-leather Riirw j 12.
~ . .V
Q5.62 Average 25. days of. thunderstorms per year = all bet. Apr.& Oct,
&
5.63 5*64
Saulterms must,be considered,. Average Barometric Pressure : (At Plant Grade, 3740 ft above mean sea level)
12*85 pala
,>*i\j
, * ' * ' 3/' ;t/' -'**
" BASIC MGIHEEHIHG,:DiaH -DATA SHEET. t..
/
;'
l.-rV0f^BL3PASO!
v'' /r .
v 'Si'5*?" f$K>;
': `g'ZfrQ r,A> ffiS-r'ijt-FZ-r. jjfrlfrtWX . Jv'-iSiS *.** f.*
GSm>805
tt j; l";A<,-:rgTrf"rffa -'-j
Chevron BB 013976
-Vl
Vtr FC-1
SECTION FC - DESIGN DATA FOR COLUMNS AND VESSELS
CODES
1.1 Unfired Pressure Vessels: 1.2 Steam Boilers
APT.ASME EH ASMS I------ 1
. asms,
m
SECTION FD -.DESIGN DATA FOR TANKS AND DRUMS
FD-1 CODES
its i--i
1.1 LPG and lighter stocks API-ASME
1.2 All other stocks _=.
API-ASME
FD-2 CM <0
<3>C-l
c K
FD-3
MATERIALS TO BE STORED -.New Tanks
Material
VTP. at *F
5.8 RVP~(motor)
2.1 Cat. Cr. Paso.
__8_RVP_(AV)
2.2 A1 kylatn..
3.1___ ______
2.3 Ate* . .Gaa( except Alky)___ Z RVP.
2.4 1-aoLn-Etrtane
__ ..
2.5 Cr...,0afl-,Q11
__________
2.6 C-(u-JJkrjL_Fresh Feed--________
2.7 Th. Ckr. Feed LOCAL PREFERENCES. APPURTENANCES
Flash Pt. F
150'
_2QD_ 200
Viscosity siTH?
VISIONS SCALE DATE
3.1 Gages
Autom&tio
3.2 Emergency Relief Hatch, Vacuum Normally not required... 3.3 Emergency Relief Hatch, Pressure Dry type
3.4 Breather Valve
Pallet type
3.5
3.6
M>]'D' R,.,,'r___ ,,,,,
____
'EHGft.J--___,,
ENC. dwt.:
'fVV-<v'. , J-
FD-4, MAXIMUM TANK HEIGHT
_.
4.1 Compacted Earth,Foundation 4.2 Pile Foundation 4.3 _ '
AL. ft. ft.'-
.ft.
SECTION FE - DESIGN DATA ON HEAT EXCHANGERS, ETC. /
h.
FE-1 ' DESrOT TEMPERATURES TO WHICH STOCKS WILL HE COOLED AT NEff PROCESS PLANT-v-
"F?oroe>* dept." i .approved;-
-- 1.1 --' Hexane' and Lighter.
1'.2, Gasoline
.1..3 Kerosene
;1.4 j Gaa Oil -
1. 5V Diesel Oil
Am. lT(W .*F
*f
,m...:.*F
____ _*F
:4..
1.6' Fuel Oil-'___
1.7 .Tar- -v -___ 1.8 -. Th.Ckr.Feed iso*
1.9' Ct*CkrFeed 200
:: ' Slop Fuel 100
r'. v ..* * * *'</;v-. *'
' -w.':.
r/ . ' 1
s v r,`j ;
ur-'v- ...
ir f`^4
L, , <7-**>
GS;-805 .....
Chfivrnn RR
A
si
SECTION FE - IESIGN DATA ON HEAT EXCHANGEES. ETC. (Cont'd)
EE-2 BEAT EXCHANGERS
^
2.1 Codes
2.11 Unfired Pressure Vessels AFI-ASME fTi
2.12 Steam Boilers and Steam Generators
Ttibe Sites Stocked,,for Maintenance J
asme
AS15E
1i fx ]
"
Material -
0,D,..
WG Standard Lensrths
wt-- 14
(1ia 2.21 Steel
In. 11
.120,.240 in.
2.22 Admiralty
16 _
12U.240 in.
to
2.23 Aluminum Bronze
in.
2.24 Ciroro Nickel
__3/4_in.
..16
120,240 in.
+>
c
JZ
4Xto
2.3 Preferred Materials water side *
CO J-.
2.31 Tube Sheets
Steel .
MB
__Mnnal
iCu-V
sc-t
w PS
PS
2.32 Channels
2.33 Channel Covers 2.34 Floating Heads
Steel SSL., Lead Lined
Steel
_ C.I
Steel Cast Bronze
Monel
oEVISI0N3-
2.35 2.36
________ ________
________ _________
________ ________
_______ ________
2.4 Unusual conditions requiring Special Fouling Allowance Consideration:
SCAtEDATE
FE-3 COOLING TOWERS
__
3.1 , Maximum Water Outlet temperature 3.2 Design cold water temperature 3.3 Design wind velocity 3.4 Design vet bulb temperature
JlSSl 80
_E _F
_69______ y
SECTION FJ JaSIfflLPm FOE INSTBPMXS FJ-1 INS' WSWWMVS BEQUISEB '
1.1 Utility Meters
_lfi
No
\1JX____' _ *<*?'
1,11, Live Steam
' X lbsAr
1.12; Exhaust Steam.. 1.13 7 Cooling' Water-~~ /':a.l4';.' Fresh Water .-.sb/ " 1.15 f Service Air " j-
X
. ' X' XF only' 7
r. ; , ' -
:
-x..
,*. '
\ ` `:'r
x
-1
kJr:
` JL `
7*7
t
. r --ar '
...-1.16 Fuel. Gas
1.17 " Fuel 0if--'i'; ' I.l8Electric;Pover"(Section FP-7j*
. X
X X
- Wv'1
ti'J
.*n? ' v^::n
'm- r.
'A
:> -vy. /'-v
i-:c
and & 15X33 \ -
mof/hr zal-totel
____lKbr_-
'25
i*.*
y
i
: /*,v-
__ _ 3:*#.'*,.T-- r
SWE.ET.'.. 7
^ A '* *
sfef:EP^9p('50iC!D-4l50)!"
. V.\i
VA*!:
Chevron BB 013978
asfe
5s
SECTIQS FJ - DESIGN DATA FOB INSTRUMENTS (Cont'd)
Wri-.; iBaaiiii? ITS REQUIRED (Cont'd) 1.2 Process Meters _
JSUtft.
1.21 . Process Liquid
1.22 Process Gas
1.23 Caustic -
1.24 Acid
-
1.25
bph cfh gal-total lba-total
1.3 Pyrometer Wells ~
Drawing No.
1.31 1.32 1.33 1.34
Utility lines (except salt water) psig Salt water -lines to 300 psig Process lines 400-800 psig Process lines to 1350 psig, 150P
<?.C-7,8g53 GC-8902S GC-78660 GC-I3960
T I
>
pS
. tw a
aREVISIONS
SCALE
DATE
1.4^Recorder Clocks '
Electrical
, Mechanical
<>
Chart time range - 24 hr
7 day -- 24 hr
U*7.
/!\
1.4l In control house
_ __ ______
%
\-y
1.42 In yard
______ ______
X
SyNotej All mechanical clocks shall be 1-day wind
1.5 Lubricator Isolating Valves
Yes No
I.51 On motor valves handling material
physiologically injurious to per
sonnel on contact .
1.52'. On motor valves handling fluids : above 400P __
,1.53 On motor valves requiring a rating above 150 --psig
FJ-2 INSTBOMSNT AIB (See PA 1.5)
'<vbn. CK^...--------J
,. .; ENGR.^il___
',1*-.
.r*-;
,! OPR' S,-'DEPT,
. .-r
2.1 Pressure required'
_4Q_
psig
2.2 Special instrument; air equipment required (filter,-drier,
.
'
--
' etc.)
. \A
vr; ' ,,
2.21. Drier ...Off Plot
2.22 ; Filter Off Plot
2.23'
-==
r2.24
'
' ' ' '
cooler,
*... . -
- .
SECTION 35 - DESIGN DATA TOR PIPING
PL-1: ' PETERED BASIS FOR DESIGN (CODES. INSTRUCTIONS. ETC )"
i^.AfMOVED*
1.1; Within Process; Areas.j - . ^/ASA. Piping Code,
GT-2848
v,f?/?r ^ ;* * - ' *%:.*&
p?rrf
'?i .
.-rs-?.
-.vV
A'-SSL* T -V-, SSgte^-
BASIC ENGINEERING B^IOT DATA" SHEET '
-a- -*?r3m -GE-5Q5 6-4. M :S%
Chevron BB 013979
0& \
Zy
.V
SSCTfOK FL - DESIQB DATA FOB PIPING (Cont'd)
k U P-2 . PIPE SCT.EHTTOff & ft
f*>-*.
4*r.O- /vi
Cy/<
;V ' *
/'Ttz-i-
.a ,i
Sil Fully deoxidised Bessemer steel pipe may be used for: 2-in. and larger`lines* all jerrioes to 800 F. Wherecold forming and bendfug is/'required, uS# :ASHf A5S, A106* API 5L Or. A.
2.2 Lapweided steel pipe may'be used for: 2-in. and larger lines'for
services to 250 psi and 450 F outside of process plants.
i*' .if '
. ' v* r
, '.V ' tHo
y;
in
l
s t<3
CvJ
S a*
'
*
'4 w
in ::5'
';.-AVp ` COi'
ir?i ;S
. *wH,
c
Hg Z5
1
'
.
m P
^CO <H4-1 PS
!lZ
<&
FL-3
FM.1 . ,
2.3 . Electric resistance welded steel pipe may be used for: large lines up to 85p F metal temperature.
2.4 Seamless steel pipe must be used for: all refinery piping, subject
to above exceptions,but must not be used above 700F. 2*6 Transit* for "OffJPlot" fresh oooling water lines* steel "On Plot". SPECIAL CONSIDERATIONS
3-1 Following lines cannot be steamed out: SECTIPS' FM - DESIGH DATA ON STRUCTURES AND BUILDINGS
CODES
ZT
1.1 BuildingB - 1949 Edition, Uniform Building Code, PCEOC
ssssssssi
VISIONS
/v = 1,2 Steel Structures -JISC Spec, for the Design, Fabrication, and .. . : Ereotion of Structural Steel for Buildings. Latest Edition.
1.3' Concrete Structures - AC1 Building Code (ACI 318-41, 1948 printing
v .and .including, changes covered by ACI 318-47).
. .
CALE -*Z
i A' /.Tinker- Structures^ 1947 National Design' Specification for StressI' - Grade Lumber by NLMA.
FM-2 FOUNDATIONS (See Section FQ)
-Z
FH.3 ` STRUCTURAL LOADS . 71
/
; Vertical live loads .
_ _ ..... r
i_ ..
ZZiT-;.
r3ll. Boofa -,on horizontal projection (including snovl
20
.12', Jlatforas, walks,1 stairs-v......... .
. ^
;'
Chevron BB
SECTION FM - DESIGN DATA ON STRUCTURES AMD BUILDINGS (Cont'd)
FM3
STRUCTURAL LOADS (Cont'd) 3.2 Lateral live loads (Cont'd)
3.21 Wind (Cont')
3.214 For stacks multiply above by 3.22 Earthquake --
-1.00
3.221 Earthquake zone of site 3.222 Earthquake force factor
3.2221 Rigid Structures 3.2222 Flexible Structures
-g-.P. K* -SaPS. g,f
5 tti
.w V0ct*, O)
*3 ae <3
,
o PS
3.3 Stability Requirements Minimum-Factor of Stability -
Stabilizing Moment Overturning Moment
3.31 Condition A. Test I<oads
3.32 Condition B._ Earthquake at operating
. v.
...
conditions
- / 3.33 Condition C^ Wind on empty structure
2.0
:0 r-
FK-4:'-
FOR CONSTRUCTION
* V~EV1 SIGNS./' r'vs&.'.M. i i-'r
4.1 Permanent Buildings,
... (
'i.vs/:-:-'(Concrete bloek,- transit* with steel Control and Pump Houses - (freming, or gal-ranlied iron with-'e
v" ~ ''' steel- framing.
7;> 4".3 Warehouses and ShqpB
_(
".`.-..''.ir ..
''A'DB. - t r
P:
'"'"K'.-v*-
/ -g' -
. , (Structural steel, walking
' 5-4 Elevated walks, ladders, platforms - (surface either checkered steelt**.
r- flat.steel plate with grip material applied* The selected material shall be ua d :
i", -V 4.5 Ef^lSg^OT^^Cir-^rai?Sf4i!dsf&^8fi^rSW5P*
i
1 -reinforced concrete.
.
_
pr'Sf%' : Lov' walks, - Structural steel with walking surface of checkered'plate'
H* .*A:"
- `yl . .expanded metal/ pitflat plate, with grip material applied* The
HEATING' EESIGff BASIS **rB2'i:ed
shall be used consistently .throogh- wV
, ""/tv
\\.. "S-otrg^for all low, walks; 1
\
ii' ~j ' -'.l f" 5C : - - F. outside
1- fV:
, &&
-'J: "',.4 'Vi ' '"5-- .. - , / ' -f
;-(|%`qg iji*-" ; 70
F; Inside
r,~ ' `Sfe,
-f'
$i^ymm
:'-r '> 1; I.!-/! National Electrical `Code, Latest Edition ... .
^ iS
9wrjM>ad;Liap^Construotion, .State of. California^'\i
.'\':.T^'%^;%'^?,PublfeHtilities,Co!a^sVion'./'v ' -.-r ..." <- -
'' -'J . . :
Xi&mi'.'SLSafety Code . .
f;;v ::/l
MGINEEBmJ DESIQI DATA. SHEET
-iv-' .t.-QErSOSHAdife;.. , bisig.'al.
Chevron BB 013981
`5 .; SECTION FF_1 DESIGN DATA FOB POWER AND LIGHTING (Cont'd)
EP-2 POWER SDPPLY
"7
2.1 Generation .
Voltage
Phase
-Cycle
iV/,
2.2 : Transmission
158 lev
> -
2.3' Distribution
__ iaa-z
-SSL so
2.h Lighting
120/240
-SO
2.5 Lighting
120/208
SO
U5 FP-3 SWITCHGEAB (Service and Distribution)
.
Service
Type
/Enclosure
Interrupting Capacity
3.1 15.8 kv Power Fuses WP or open pole tep 10,.000 A
r-.'-
Air .
^P. WP, or
Main Hr. -50,000 St 75.000 A
3.2 480 Circuit Br. NEMA 1
Branoh Cir.. R.rl lfiOOQ nV
Hd 3.3 C ':'-5 3 A.
. Air =
XP. WP, or *5,000, 10,000, [25000 A
12Q/24Q Clrauit, ,r. Wl l
15.000, or 25.000 A
120/208 .
SAME AS 5,5
Based on standard NEMA ratings
15;
FP-h TRANSFORMERS Service
Type
High Voltage
,, . .^*1 Di stributlon . ,QXSC., - ____ -13-fl w
| nevisiouR / '<
'1
5 <; >.2
fcy '&?;.
:.-
';
^_
Lighting
. Dry or Oil 480
|^frr: 1:
Taps
Lov Voltage
A-rZ. 1/2$ ____ 4ARO
-5? below 120/208 3 phasfe
volt
1gp/gan l phass
Hi;-. '
.... ' 4.4 "' ________
\t- "W *
5 5, ; V.5 ' *: ' Sir
' ' * "
r4^23U I' ' * :5$ t-J,
PP-r MOTORS'V;:
\;
"*\"V '
~ ./!r?v--'`.5*1 l~l/^ HP.'and'larger'_
___ 440
SiSf V; 'V'P > .r
C$R*SwJHST'
r-e-- ~tro .
-
JLghafft
<v
ffwi|
& subject to seve/e washdown aonditions^ ; -^ $
-JSke'-tQ'
*`7. Chevron BB 013982
*V5Q"`^v.: '
' .SECTION FP - DESICT DATA FOB POWER AND LIGHTING (Cont'd)
FP-6 SPECIAL CONSIDERATIONS. ELECTRICAL HAZARDS. ETC. (Cont'd)
(sheets).
FT-7 METERING' REQUIRED
Remarks
7-1 . 15.8 kr
feeders
Metered on Inoomlng supply
it-o4 7.2 .
feaders
(30-min* demand period)
-8
to
P* 4S
' to1
7-3 . 7.4 -
feeders feeders'
fc
09
Vi
.t-K
,yvr
,
Me
CO FT-8
,
-;'Jp3
CO
-* i'Ac
.3 a
ELECTRICAL MATERIAL CLASSIFIED
8.1 Starting Equipment
Hazardous Class 1 Group D
Div. 1
WWW
'"* 8.11 2^00 V(?ttll'.Voltaga
None
- 8.12'i 1*0 T(S^.*tl0" mit 7
yzf-TptviitoHx-
>7V w,, .w,--,..,, ,,
T ftllToitig.- -BULL
Magnetic er
Infreq.uen.tly Hazardous '
Class 1 Group D
,.PlT.j. 2
1 Non-.' Hazardous"
None
M.I.
NEMA 7
Jtaflg.
NEMA 1.3,' or
$?**-&> OAT
'te&YiHfrgL 4'..
Refer to plant. Spec. Section 7-P-3.0
'8,2'.Motors-..:
b ......r
' :W. \-\'"'''' "r-':? ' > -. . :*&'. - -
- ' ' Indoor-Open (DP'); Indoor-Open'(pPi
"fi:' 8j.2r 440:r 3 ph Sq. Cage
I?
Outdoor-dP*`
^utdoar^H*.
8.22 110 or 220 v 1 ph.
XP
- XP
- : Pitta
S*23-;:'
=: ;
..... V
`/a:?1:' &;'/'** **{*'
if . motors are subjeot to severe washdown condition*,' ,.
i.VlH."8^3" il^trting Fixtures yU .
;.'-V-` .:J
;
...TP--
VP
-'-'-openweatherproof
Outlets'-/
'-.-.Appleton
omreniencayg^ : --,
CPSI
Appleton ' CPSI
''.'^Appieton'i'
CP8T -'
'* ' . `
V'
i_*." t Va..1 .
^? " '^a.S230ifc4&,r
'y '
cmdulrti -CfirittW,
`M,
Chevron BB 01.IQ a-a
SECTION FP - DESIGN DATA FOR POWER AND LIGHTING (Cont'd)
FP.q WIRING
9.1
13.8
K7 Tvne of Conduit Tyne of Wire Wire' 7bitacte
Above Ground' Rig. Stl. Galv.
Belov Ground
ditto or fiber
Overhead Poles
7CB . 7CL' Bare
is"krV'V..1 fi kV -
9.2 480 -"v
8
io
8
03 04
' P
H B
P
X<0
m
.
"u
.<H K
usa>
a o
.
J30. l* 4
Above Ground Below Ground Overhead Poles
9.3
120/240
7
Above Ground Below Ground Overhead Poles
9.1*
120/208
v7
9.1*1 Above Ground 9.1*2 Below Ground 9.1*3 Overhead Poles
Rip:. Stl. Galv. TW,Rf or RH
ditto or fiber
, xL , ituL or
^ TP'rp1'
_ GOO 7' 600 7
..
Rig. Stl. Galv. ditto or fiber
-- SAME AS 9.3
OT.R. or RH IW.RL. W T?m.
TOTP
600 7 600 7'
'
if' 'f -V
rp-io pole line material
y '*'! *
... .
.:!;,io,i y-
15.8
_X7
Poles
Insulators
CLaaa III . QB 31625 gr,.g,q
y.i'Z'.-yiATt ^...
. 1 * : `j1,
'vlS'r,C
t-V^ '.^'X7 !yr/r./v- 1 teens';
10.2
"
480 J * Class III O.Bi 12848 or ea. " R-l/frr4V/g'
. or 17 ,
*?-
10.3
120/240
7
ditto O.B. 29207 or eg.
ditto :/
> :. Douglas Fir or Southern Pine ` ',?i)y ;:.v->SECTION EQ -.JDBSIGN DATA FOB FOUNDATIOo--NnSs, .. ,* ,, r.
3&1- CODES-- (See'Section FM-l)^ FQ.-2 'TEST BOEINGS. TEST PILES. ETC. . Hone
*" , .
* ' / `*`r" ,. *' ' V*.
*.vy.. i '**' '*'* -
For. re suits' of testa ' seat
Chevron BB 013984
)? -r
I*
SECTION FQ - DESIGN DATA FOR FOUNDATIONS (Cont'd)
FQ-3 MAXIMUM ALLOWABLE SOIL BEARING PRESSURES, SPREAD FOOTINGS (Cont'd)
Location
Width of Footing at
5 1 depth
-5' or less__ 51 - 101
101 - 201
*Tanks
3.2
4000 psf
4000 paf
JLQ&Lpaf
4QQQ_psf
3-3
' psf-_^ ______ psf
psf
psf
*Note: FoxHimiting height of tanks, see Sec. FD-4,
FQ-4 REQUIRED LENGTHS OF WOOD PILES - Not Required
Location
tons
Working Load
tons.
tons
tons
ftr .
ft.
ft.
ft.
t
ft. ft. ft. ft.
' 3"
.* V
\
.
ft= _
ft.
ft. 'ft.
: f*.
forking uplift of above piling will be _____ $ of the permanent
'rfsLj '...bearing capacity; but designed uplift shall not exceedtons.
<,,,* sf**-. .
FILS TREATMENT (See Section FA if.23) - Not Required
i
a-* >**/**>>.', ;rt ~ ' .
*. ,'' HINIMDM DEPTH OF FOUNDATIONS
}* J* '
6^-1Vi'Ciundations . shall extend at least. )........ 1 below grade txacseaonenic..
36:eobataaeee.'
^
1*0 for minor footings*
--- Jr*--:.- V ' -:-dlS" ... .
-
, . ..
SECTION FS V -BBSICST DATA FOR MISCELLANEOUS SERVICES.'
.. S
---------------:------------------. : . .,.
yS^ -.^YDROSTATIC- TESTING ' /
` - '
' ' '
*<
r^Ij'iiiyi-i'HydTO'stotic testing_^all be done in accordance with:' gpigl"
A';<V
><.'.*''&j.**';.%..'*v`.- . a.. ' .-f\ ' jnssfe `t
FS^a-r. Jim- PROTECTION
.
*
, . " ' . . '
I'^^^S.^fJoseJItoeads,. required;- 2-1/2 in. Nat. Std., 1-1/2 in. ipf '
'Z-'-zsfc-f&sirX-.ftii'WiS/'.>'' '
1
,fipe .&3r4rmte required: GB-99621.-0, Type, B,
:r
.
`if*C` in tank fields*. ' None ^t<^^^^^^idvfpg'statiois*- GC:S99643-l - .
,k,'.
/-i j .*)> .-4
j
IfcT. ENGI2#aOTG/lisI3r`'bAT^: SHEET
...
8Hr-.-'fer -jX?
Chevron BB 013985
W--*:.
' it-.;-
, *i't ^rr
SECTION FS - DESIGN DATA FOB MISCELLANEOUS SERVICES (Cont'd)
''in~ . . , .
A Y*
.-V , *: v
,, . . -gg^ - .;: - . ,
'' ; :S
;JTi :<?*" i,,;4;<t-#?'
, / '''<:*' V-H
;'! ~i' \- v:
.: Hoad^,; "jLap^taltlo Concrete
$*'>'*-' *-'''f?3-"..V't,i's V-* -y . Asphaltic Concrete
V..
CT * -
V:3,-3v' Tard Areas y- Asphaltic concrete or oancrets in acid or caustic areas
!
.''' Process area - oonorete in vicinitv of prooeas equipment .and in main-* FB-4 . DRAIHAC3 AND SZWEB SYSTEM. tenance areas only,,
.'^V; .4.1 - 4.2
Storm' draine Bhall 'be designed for a rainfall intensity-duration
curve of______ La5
in./hr. (This intensity may be expected onoe
in 10 years.)
Sanitary sever facilities:
.; <g^. 4.21, Method-'of 'disposal- ecoommbbdined with oily water sewer, " \ ' 4.22, Capacity - 2700 gal/day b 2 gpm
"- 4)3 Oily water disposal system (See Sec. FA 1-6)
ft-. -A*
4..31 Metfcdd of- disposal - V.C. pipe to existing separator^
"Ar -- 44 o*
<i
."T,r.. ,. (existing)
'
::'0%^S$i:..-Coiaiat and instructions
1
-f.
/i'KS M
N**.- _
m
t'J-'lJ-Wfli
65<f*
A.-
California Adminiitrktive^tfbtie. title'VIII
of. Safety Rules
'- -r\
,
.'teatferature .-of lines which are accessible Hsjftj'mufffc 'be'-inaulated for protection of peranmiftV
>'5 : -V>.'V,x 150 " *y 'Y-Y
M c . -* a.--, .. > v* t > . <
v
. W- v ...
,>'`.iI-*
if., ySiV
V'%- /'
V - c'iV--'
' l ' T-. ' >'
.. S. . *'--------
't -
.*-1 ..... ,(
-N? '
'*. >
\ *
! ./
/sV- ' t
a>, m
{'<.... < .1=, .
-j*-: ; * 1
'S^kT. v'VVt'f
s g..
v.-v^=$'- v-^..
- '_-T 1
;r; .,
;c" i '. ;; _ ' - ?\ -V-'
X5,4:j|:s^|SfsW
"* 'T*>' * ' ` Y r* -t4 '
-t. 'v-V*Vj^v %s* '0. 41
^ .'P.
.:^iv*i5fvg4Sm,-yAfiO.
RBFJHESX-. KXPAKSIQR^ V? 'W- : -<..> . vg-T. '4'?' '
f. CE--30S6-4 f:;vV-;-gOdQifO -8,;VV.
, v- >' r-vV. ^ > -:.}+ iV V'f .
Chevron BB ni.?Qnfi
SECTION FA - GENERAL DATA
T FA-1 COST AND OTILITT DATA (Note: Costs do not include distribution)
1.1 Steeun
1.11 Steam available in main headers at plot limit
Pressure psig
Temperature F
Source
1.111 385 Sat. to 525
1.112
110
340
1.113
.15
250
1.114
30
_____ 274
Boilers Boiler* Exhaust
Exhaust
REVISIONS
o
SCALE
DATE
1.12 Incremental cost of steam
Supply
Beturn
Generating Cost (total) _________ $/l000 **
1.121 _!5 peig_52^F2-ia.ia Hg 1.122 365 psig_52IlF 11Q paig
(Condenaate til-________________ oily or not A .10 returning)
1.123 JJLOpsig _5L*F 2ala.iBt4a: Hg
tL
1.124 JIQ psig JbbL*F_Li_ psig
ill.
1.125 15 psig
2-in* Hg_
-2P
1.126 -SB,5 psig_52fL^)xnadt 15 paig
21.
1.127 _11Q paig -S44. *F) xxaid 50 pslg_
lIO
1.128 .30 p- aig-. 274 F> 2-in. Hg
.21 "
' For value 'of condensate returned, see 1,326-1.327
** Includes investment amortization
(l) Temperature varies from Sat. to 525 F.-
1.2 Electric Power' (See Section FP, Sheets 11 and 13)
1,21 Power available for design
OR_______
ENSR.i&^j^.
'. EN5. DEPT.
t/te-ULl/Xi-
1.211 1.212
1.213 1.214
Supply Voltage
440'. 110
"
Source Utility Co
Servioej.
1.22 Cost of Power'
. .. ' , . //-.
OPR* S. DEPT.'
APPROVED.
U*
:
' - ' * & " i,r-..i '*-- -e, .
;rs \"
t'
1.221 Cost ofcjJompany-generated Power.** .. '1.222 Cost;of. Purchased Power.
.per. fcv hr t
; C..... ~
1,2221 demand Charge
il^SO 'per Trim* (max.)
.1.2222 -^iergy.Charge ;
'- 1.0045' per lorhr " , ^
.'-fvh-y Incitesrinvestment amortization' `
-'r-d
'X '"X ':?v
V ^'V'" ' * '"Jr*"
.aj:
' ' ** K' '*<V .
i3$&v..,=ftV '. crt.
BASIC.ENGUJEEBIJJG EEgJOr BATA SHEET . -.
X'< * V. ' ,,-'1'i.; , .
. . - ; - . r i; <?7* - <. ~ S
. .-'
,,...
' ' ~'y/L' nm v a
(im -in -
Chevron BB 013987
<v. . .-jaar^r/
\sys
SBCTIOff FA - GEHEBAL 'data' (Cont'dj" v
** ')j
FA-1' COST AMD UTILITT DATA (Cont'&V -:: 1.2.. Electric Power (Cont'd)
".r r
-V/j.;V'.V 1.23 Standby Poirer;v._ 1 V ...
. /. ..
': /f-:' '1.231' .Stanly. Power He^uired-
Tee `. X.-.:.
.7 1*232\.
/-'.*V r.-*''v'
1,3- /.ftater .
. . y. r< ,, * v,;. rjtis-i 'X:
.J
V ` /..>
vlighting4'^ Where . Fla Fan*, :
Motor Operated Valre*
v'-l
* ->>V3* '-*i
.1 i
1,31 Cooling Water' ; ,\ W ' .. .nif XiX-' .y
A ; '.'.Design-. Design;
; Vy*J|p; Mmc;
Telocity in Tubes"Cold' Supply Press
' < : v^Cold Water Max ' '- u. Min:.. Water ; at Plot
k. <
Source Temp. "F . Ft/Sec,: ; Ft/Sec Temp F Limit Grade
' ' 5-
' V-.v'
. l.311:
1.312-
'
.. 1,313' ''--^
^
..80.
:'y :. y::.'---''--' .- -
-Zfi_
1.3lV Operating cost, (total)
$
'per- in6
v..
,1.315 Cost^of purchased
1QQ gallons
: v-:: : - /vzstaK
i i;
... .'V
v
>
iajti "TikT m ^ a Mi 4
'a
<* a4> 4 Jiaew A M .4 - - - a --
_. 1
4 V.
Chevron BB 013988
..................________,____!' 7* fAbfoltlif.V:'.
;
" tv--".'Plinth liar Heat V Jiacoaity^ .Daa EejqpV. '>':*.
-' ';---
'' "Mjajs. Valued- '' Stoked \ llxa Gaaes-r Colrt
;. '": .Trp/.V yalg BOT/lb, 100*7 212 V: , -' V^'^- Vbbiv-
r.^2iBuakftrJlo2oa;.yfeopy lkJflg-
1.42a:____ 1.423.'
; -"V
1.424 --
1,5; Compressed Air
33E " ' '^==_ ,., '.. . '
;. t~ . ---
1.51 Compreaee&Air aveilablaT' Tas iili
. Ho_
y
1.52 AAJki4r cWbMaMrWaVcWt<*t#td#8Wt.i*cv*ar ' 'v<'.:-; Ito` a, f-iax'aV.'` ' ~,,v vY* a' gw';?foixrt` - vy:" -*' >.*
, 1,5-2--1yc -laiiw' tp"wbN 1 *522*-ISeXTlcp ;*;v:;
42^ p'g'ig:':*I ftf*aga.,.aad` 2**C" V' *-..
pels
'. -
V-./v .
Chevron BB A*i onon
v >***`V* ' , *' *"
-<
V.'Ssfc":
i* Vv ; .-.*>,: ;
.- , .'-f' f" i- "
. ' ^ECTIOH FA-V. GEK5RA1 BATA (Coat'd) .'
vr-
?A-2: PAYOUT PERIOP
'2.1 -Process,Eqiuipne^ ...
1 t-T 2.11 Before.Taxesu-.
2>12 : After faxes V`
2.2 Utility Bguipn^fc,.' r.
i* ,V . 2.21.. Before'. Sues,
.Y 2.22 After Taxes
FA-3 DSSICT LIB'B . ' 20 Teiurs;.:
yra, yrs.V
f'U Vi
" -y? ^' ' . .
'/-'V"'.
. -'V"
yrs;y
.v-
,,.v
----------------.------------ -
s-:,
tv..
- VN-'s f. ' * ,/.
'*" *' *i ` v r^1'
** ~ iiA'? '*'^ . "V T j'*
r. iYcV-A* ?,;. ''Yu*'
4*V.
f.'Y *,
Y,-,
ijT&Sii'r
Chevron BB 013990
SECTION FA - GENERAL DATA (Coat'd)
FA-5 METEOROLOGICAL DATA (Coat'd)
5.2 Air Temperatures
Dry Bulb
Wet Bulb
5.21 Annual Mean Daily Maximum
--7.6^1 F * -,58.tg F
5.22 Annual Mean Daily Minimum
__ 511&_*F ' __ F
5.23 Annual Mean Temperature
___ds.a. F
46.7 F
5-24 Maximum Recorded
1Q__ ; F
5.25 Minimum Recorded
-5 F
5.26 Number of days in last ten years - 880
__ ______ F 29.3 F
with maximum temperature in
excess of-
1
--30--_F
(Jto^ulb)
5-27 Number of days in last ten years - 440
with minimum temperature below _22___ F
(.QryJfolb)
5.3 Relative Humidity
-I
5.31 . 5.32 ' 5.33
Annual Average - Eased 1*30 AM, 7:SO AM 7ij|0 PU Data
Mean of daily maximum, month of AHgHflix._7*30 AM . Mean of daily minimum, month of Moy*_Zi5D PM.
38 64 i 15*
5.4 Precipitation
5.41 Rainfall
REVISIONS
o
SCALE
DATE
DR.__________ _
5.411 Average Annual
8.9 in.
5.412 Maximum Recorded Annual - (1884)
- 18.29 in.
5.413 Minimum Recorded Annual ,, (1891)
2.2* in.
5.414 Annual Average Number of Rainy Days
__5Cl_days/yr.
5.415 Rainy'Season .
from__ iln&fi____ to _Da&flmhar_ -;
5.416 Maximum Intensity, single storm 6.50 in. in 2 hra. :
. 5.417 Number of days in last 10 years
(7-9-81)
(Not avail.iJTeath. Bur^with rainfall in excess of _in.________________________
5.42 Snowfall
'., 'ens. dept.
owe; dept.
APPROVED -
5.421 ' Annual Average;.
5.422 Maximum Recorded Depth - Nov. 1906r?.
5.423 Snow on ground,
from Nov.
intermittent
5-5 Earthquake See Section FM 3.22
!L4L in. to April
5.6 Other Meteorological Data:
7" 5 617'; Depth'of Frostline (Hot available-leather Burea^_JJ__ in.
'' 5.62 Lightning muat be considered ,; 5.6S;V Sandstorms mustjbe considered
; .v
tt;
-. .-vfrT--`<-* c.
.
ft. r-Jt. 'irf5--'
.* '.-i
--c
f
J,
'f. 3TGT-B4546 ^
44-<ot (iM.ta Chevron BB 013991
Chevron BB
SECTION FE - DESIGN DATA ON HEAT EXCHANGERS. ETC. (Cont'd)
FE-2 HEAT EXCHANGEES
2.1 Codes
2.11. Unfired Pressure Vessels API-ASMS 2.12 Steam Boilers and Steam Generators
1*I
ASME |_J
ASME fx~]
2.2 Tube Sites Stocked for Maintenance
Material
2.21 2.22 2.23 2.24
Steel Admiralty Aluminum Bronze Cupro Nickel
SaS*.
w
1 in.
.in. _2/i_in.
BWG 14 11 . .1$
IS
Standard Lengths
720.240 in. /zo.240 la.
/^C>.240 in.
2.3 Preferred Materials water side
REVISIONS
O
SCALE
2.31 2.32 2.33 2.34
2.35 2.36
Tube Sheets Channels __ Channel Covers Floating Heads
Steel Sd^JLaosLidned
Steel
___S.tLt-
Steel Cast Bronze
Monal Monel
Cu^Ni
2,.4 Uhusual conditions jrequiring Special Fouling Allowance Consideration:
FB-3 COQT.TKO TOWEfiS
-
DATE
DR______________ CH._ ENGR___________
OE
3.1 Maximum Water Outlet temperature 3.2 Design cold water temperature 3.3 Design wind velocity 3.4 Design wet bulb temperature
JLSS. -*F
80 _F 7 mph tje
69 H
SECTION FJ 1 DESIGN DATA FOB V)SiiW;w}i3h'Plr
S HEQUIEED
1.1 Utility Meters
__
Yes ,2a
OPR''G.arD. EPT.
APPROVED
1.11 Live Steam 7_
1.12 Exhaust Steam
-1;ii 1.13- Salt Water --L*. ..
<4 1.14 ; Fresh Water
, '1.15 Service Air
-' 'j I.l6 Fuel Gas
IV/;; 1*17 i Fuel' Oil;
.7 . . .
7 . 1.18 ' Electric' Power (Section FP-7)
'X \
.X X X1
X
__ X___ r
____ x____ '
lbs Ar
"-
fal-ta^al
larhj*-' -' ^
--.s
-a
.
' %.
,.4^1I#..*.- '&,,*
. *rv..
fcf
. ,Tj9W-'
* v.
V YVi 4
:- * ^shetx7.;SF-9o(50-CD-4-5O) ^
. .. V- . . .% * S'-Ssfep''"
V: ; .
....
GT-E4546;S7- ' * ' ` **' " '*' '4'
`ii
%
Chevron BB 013993
SECTION FJ - DESIGN DATA FOB INSTRUMENTS (Cont'd)
32dL
MEETS REQUIRED (Cont'd)
1.2 Process Meters
..Units
1.21 1.22 1.23 1.24 1.25
Process Liquid
Process Gas
Caustic
Acid
-C
-'
bph
ofh gal-total gal-total
1.3 Pyrometer Wells
Draving No.
1.31 Utility lines (except salt vater) psig .., O.P-t7S2 58-
1.32 Salt vater lines to 300 psig
GC-69025
1.33 Process lines 400-800 psig
- QC-7S660
1.34 Process lines to 1350 peig, 150F
GC-13960
>\
1.4 Recorder Clocks
Electrical
Mechanical
24 hr 7 day
24 hr 7 day
1.41 In control house
1.42 In yard
| REVISIONS
O
SCALE
1.5 Lubricator Isolating Valves
1.51 On motor valves handling material
physiologically injurious to per
sonnel on contact
1.52- On motor valves handling fluids
above 400*F __
1.53 On motor valves requiring a rating,
above 160
psig
Yes
No
date
FJ-2 INSTRUMENT AIR..(See FA I.5) >SiL~4
. 2.1;-1'-Pressure required
CH.
v 40
psig '
ENGR___________ !<. DEP
2,2 Special instrument air equipment required (filter, drier, cooler,
.=
etc.)
- - 2.21 Drier
2.22 Filter' . ^
' 2.23 2.24
^r-
; - .';
.
.
OPR'6.` .i,-DEPT.
; _ : - ' - SECTION FL - DESIGN DATA FOR PIPING .'
FL-l
BASIS FOR PESICTt (COPES. INSTRUCTIONS. ETC.)
APPROVED
^y 1.1' 'Within Process'Areas * itfgT-Deptr-SagV ia
!:!'r * J '
ASA Piping Code,
' 1.2. Outside Process Areas*. Do, as applicable
lr1g
BASIC ENGINEERING DESIGN DATA SHEET ,
. BLiPASO' REFINERY EXPANSION'
3-f- , . ..... at
-
0T-E4546
Chevron BB 013994
SECTION FL - DESIGN DATA FOE PIPING (Cont'd)
FL-2 PIPE SELECTION
2.1 Fully deoxidised Bessemer steel pipe may be used for: 2-in. and larger lines, all aervioes to 800 F exoept where odd forming and bending is required. ASM ASS, A106j API SL Gr. B.
2.2 Lapwelded steel pipe may be used for: 2-in. and larger lines for services to 250 psi and 450 F outside of prooess plants.
2.3 Electric resistance valded steel pipe may be used for: large lines over 700 F metal temperature. Must hare speoial approval for use elsewhere.
2.4 Seamless steel pipe must be used for: all refinery piping, subject to above exceptions.
FL-3 SPECIAL COESIDEBATIOHS
3.1 Following lines cannot be steamed out:
SECTION FM - DESIGN DATA OH STRUCTURES AND BUILDINGS
FM-1 CODES
--
1.1 Buildings - 1949 Edition, Uniform Building Code, PCBOC
REVISIONS
CJ
SCALE
DATE
DR.________
.r-
` EN6R\j( EN. DEPT.
** FM-2
1.2 Steel Structures - AISC Spec, for the Design, Fabrication, and Erection of 3truotural Steel for Buildings. Latest Edition.
1.3 Concrete Structures - ACI Building Code (ACI 318-41, 1948 printing and including ^.changes covered by ACI 318-47).
1.4 Timber Structures -J947 National Design Specification for Stress Grade Lumber by NLMA.
FOUNDATIONS (See Section FQ)
FM.3 STRUCTURAL LOADS
.
3.1 Vertical live loads_*
*
3.11 Hoofs,- on horizontal projection (including snow).-- 20
: ' 3.12 Platforms, walks, stairs
3.13 Floors . . __
(oonoentrated
V
; "*opr* sVi DEPT!.
jQii' -L-iS:___ -i
%-
,
. ** ` - *4.
a*m
Nr `j ~
,;j%;,/jk;3.2:',Lateral,_live loadsV"'..^v\v
.***
** .psr
r**~---*
APPROVED
/': J..- `
. -- * '? 'f -i .... '
y
Wind,(SeoSec^FA-5.1)
X- ' u-fp|
. ,
...... ,;v.
-3.211Max,.wind velocity, for design'
3.212 f Pressure^ on vert, projection of. area
vi. ::t "- ; below .60'
,r-' - ' V
.3,213 Pressure^on vert 'projection'of1'area
- above^1
'. -tr^ ":. f7a-W.*'
4I%& BACTC^MGIHmkraa, design vaxk SHEET . > y
T.!&\y * s,
/.'] .X?
_ psf
Chevron BB
SECTION FM - DESIGN DATA Off STRICTURES AMP BUILDINGS (Cont'd)
EM-3
STBUCTURAL LOADS (Cont'd) 3.2 Lateral live loads (Coat'd)
3.21 Wind (Contr)
3.214 For stacks multiply above by 3 .22 Earthquake.
.1*00
3.221 Earthquake zone of site 3.222 Earthquake force factor
3.2221 Eigid Structures , 3.2222 Flexible Structures i 3.3 Stability Requirements
Minimum Factor of Stability -
-Q.-Q,$ S, -Q..-Q.5 Kf
Stabilizing Moment Overturning Moment
3.31 3.32
3.33
Condition A. Condition B.
Condition C.
Teat Loads Earthquake at operating
conditions
Wind on empty structure
FM-4 PREFERRED MATERIALS FOB CONSTRUCTION
Jut. JLtEL
REVISIONS
^4.1 Permanent Buildings
(
O :.... , SCAtE
~ /v
(Steel frame, transits sheathing in
4.2 Control and Pump Houses - (hazardous areas. Also consider wood frame
, . : ..with tranaite or galvanized iron sheathing.
4Warehouses and Shops - ( ..v
,, ... . , ...
-f.f'-y.- j
v1
^ , * \--i*T' - 'i*u*t'*.
(structural
\ w wi uw au4 na
osvteeeeal,yp 'wwOahy.lJkki.nAiglt
.;V.0ATC;. --.------M----,-:-`--,-;--'-4---.-4---- --E---le---v--a--t-e---d---w---a--l-k--s-., ladders, platform--s - }(s--urf"a--c--e----e-Ji^th-er c'hec'kered 6steel pats
r flat steel plate with grip material applied. The selected material shall be us d
' 4.5 Ef^Jei^Kr8ffe8Srl8r-^iraJ?5^?dsfi^8fiHfrSjtfS0^
OR______
reinforoed concrete.
..4.6 Low walks.- Structural steel with walking surface of checkered plate,
expanded metal,, or flat plate with grip material applied. The
jFM-q RFATIffO T^sitgf BASIS
or\ll^low^walka1* ^ Uadd n8*stestly thropgh-
; . 5*1
" ^0 ; p outside
- `,
' l'. .'iwS'-Zi 70
-' SECTION FP -RESIGN DATA FOB POWEB AND LIGHTING .
''
,rr
' ,-fe jrj
r-.y- '-y1r; F?y codes
:::-f
-fillip
$ ARRROVEB- .r
V_ ' k"> `*>.
M--
4^T^lilv^atiojM^Bietj4oar.5di' Latest EE dition, j
rtrj:
. . 1.
Vv >---*
jggfci.*
for .Overhead Line Construction; State of California
vrvw . -3~f PublicJJtilitiea Commission 'K '> A'.'t
?.'"
. >. .
.Jt
> .V e *;
vfe
r fi*tr i ir' <ir^n
* 'fBABIC EffCrlffSKRINQ, DESIGN DATA SHEET
JO BEFISEferSIPAffSIOH
' .. .
v
'.'.if:' :'-`v rt?r-B4546^^
`
.IQ^CT-poC 50-CD-4-30)^
a=
Chevron BB 013996
SECTION FP - DESIGN DATA FOR POWER AND LIGHTING (Cont'd)
POWER SUPPLY 2.1 Generation
*
Voltage
Phase
Cycle
2.2 Transmission
. 15*8 It*
5
60
2.3 Distribution ---
480 v
...... S ....
fin
2.4 Lighting 2.5
120/240
....... 1 ...
60
Service
Type
Enclosure
Interrupting Capacity 1
3.1 15.8 kr Power Fuses
WP
20fOOP A
Air =
XP, WP, or
tfain Br. - 26000 A
3.2 480 Circuit Br.
Branch Clr. Rr. . 16000 nr
Air T3.3 120/240 Cir.anlt.Br*
WP, or *5,000, 10,000, 125000 A 11______ 15^000, _og...2 5.000 A
I REVISIONS
o SCALE
FP-4
3.4
Based on standard KEMA ratings
TRANSFORMERS
Service
Snas. High Voltage
4.1 Dlatrlbutlon ' CISC . ____lUmB. ,,1ex...
4.2 Lighting
Pry
_____ iS0_
. 4.3' '
_____
_Ta9_ ,.4- 1/25$
Lov Voltage ____ *an
l?.r>/2an .
DATE
Oft..
4.4 __----- ---- -----------
4.5 ------------- --------If tap* are standard equipment
FP-5 M3T0S3
,5ttw'T
5*1 1t1/2 BP and larger/ = 5.2 _____B?..to--HP
440
5 phase
OWSj/bEPT.
FP-6
5*3
* HP and smaller
, * ..? -,V\ ft-.
J-10.PJ.-2.M.
.1 phase
SPECIAL CONSIDERATIONS. ELECTRICAL HAZARDS. BTC.
APPROVED '
7;,.6.1^,,Por. locatibn .of. hazardous, hon-hazardoua^' and infrequently
7r- /?T'hazardoua7areas/ see"Dvg. Wo.'
:7 ~ `
.
?^7`.
-a*.. ....
,
\
''6.2; Equipment which' SboTilA'. vapor tightor totally enclosed for
.V/'7 7.^-'reasons other, than electrical hazards:.-''..- .
* "" 6721-Motors (TEPO) where subject to sere re washdown conditions,
` .---r-,*; 6.22 .
f"
*
Chevron BB 013997
SECTION FP - DESIGN DATA FOR POWER AND LIGHTING (Cont'd)
FP-6 SPECIAL CONSIDERATION. ELECTRICAL HAZARDS, ETC. (Cont'd)
6.3 Special Lightning protection required: Refer to Spec. No, B889
6.4 Special motor insulation required: None
FP-7 METERING REQUIRED 7.1 .....ir.S-.-g-tar. _ feeders: 7.2 feeders:
Remarks
-Metered on incoming supply (30-ein. demand period)
J.3 feeders:
7.4 feeders:
FP-8
ELECTRICAL MATERIAL CLASSIFIED
8.1 Starting Equipment
Hazardous Class 1 Group D
JBlaie. .1
Infrequently Hazardous
Class 1 Group D
NonHazardous
{ REVISIONS
o
SCALE
DATE
8.2 8.3
8.11 23OV
8.ia .W.OT(;^f*tlra
8.13 120 V Pull Voltage
_
mau. i
-MlI
-SoBfl-
-Spne..
WOtl-T Wl.I,Var-4
-BSMi-1-- WMLI.S, nr 4.
"It.
Magnetic or----------------
8.15'r,
' Manual '
----------
Refer to Spec, No, E889 Motors
. Indoor-Open (DP) Indoor-Open (DP
8.21 440 r 5 ph Sq.' Cage 8.22 110 or 220 t 1 ph
, IP , , . OutdoareSP* .
Outdoon-SBa--
-22----------- . * - ____ SL^_____,
Ditto
8.23
1
Hse TEFC if motors ax^ subjeot to sever washdown conditions,
Lighting Eixtures ^
. ;
. `: .. . -cv-/,'
' 8-.31 Indoor. : 1 8.32 Outdoor-
IP VP" open, ip VP weatherproof
OW s.. DETT.
;v-
8.4 OutletsX;'- o
5
,/ Appletoai,'-.'^;
1` ' 8.4l ' Convenience.
;yeiding^g^ii:,gtod so. a, finp y i
Appleton
-fiPSI,----
fiO.Af...fi,OQ,.V
Appleton-
CPST
jSOJK^lfiQOJr
'>. 8.5 \ Steel" Conduit-Ho^ dipped galvanised ' r '
i ' c< v ' -"-af ' 7 sSE /
s ,
.
'^6iccduit
'
'-: 1.? > r. `:
Chevron BB 013998
SECTION FP- DESIGN DATA FOR POWER AND LIGHTING (Coat'd)
FP-3 WIRING
9.1 True of Conduit Type of Wire Wire Voltace
9.11 9.12
9.13
Above Ground Belov Ground Overhead Poles
li*. Stl. Galv. ditto or fiber
VCB VCL Bare
_ IS S7 . 1S K7
9.2 480 . V
9.21 Above Ground 9.22 Belov Ground 9.23 Overhead Poles
Rig. Stl. Galv. W,H, or RH ditto or fiber r*<. xli^kHL or
J r TF^P "J
600 V 600 V
9.3 120/240 v
9.31 Above Ground 9.32 Belov Ground
9.33 Overhead Poles
Rig. Stl. Galv. ditto or fiber
.........................................
Tff.R,.or RH W.RL, or RBL
TBNP.
600 V 600 V
9.^ "V
| REVISIONS
O
SCALE
OATE .
*b OR. CH.
j-
ENSR
9.to Above Ground 9.to Belov Ground l 9.to Overhead Poles
rP-10 POLE LUES MATERIAL
10.1
IS.8
XV
PoleB
Insulators
l Crossarms
10.2 v
10.3
480 --I
Class III ftB 12848 or w; 11 or IV
.
120/240
7
ditto O.B. 29207 or eg.
* Douglas Fir or Southern Pine
7-
SECTION FQ - DESIGN DATA FOB FOUNDATIONS
S-l/irA^'! h.
ditto
FQ-r CODES fSee Sectibn FM-l)
FQ-2 TEST BOEINGS. TEST PILES. ETC. Hone
For results of tests see:
'.ft OPR'S!// 0OEPTiJ
2.1 . ' .
*'*; >.\.x
* < .* t-
t rXX;- <?
g^;2;.^^7T
'1 V,,-
--.i~* -i"' 't A^ROVEn .
FQ-V? 'maXIMOM ALLOWABLE SOIL BEARING PRESSURES. SPREAD FOOTINGS ; ........ .,
' V . :0i&-' r .
fionat^Lon: ' j "_ Width of' Footing at
I.51 depth
' ,> *1..>. r.t.:*
* or less". c3r'- I0?v 10* - 20 *?*.:* ^Tanka'
'l
-
~
#''*
rR 400d ~psf ^QQO.pef;r,.** 42Q<2_psf
* . tv
For limiting height of tanka, see.FD-h.
a
-ru .-y.
. ...S^4' ^I^'BASIC ENGINEEHINO DESIGN MIA SHEET ' '** ' ^ ';.. ` J|?BLJ=AS0 HEFINEST--JX--P- A--N--S---I-Q-\vN^-'
A*5'j-; ** ^ ..knees.' 14^ Jur-yLut/J-Ojj-M-
. ;.``5;GT-E4546
.. ^
' '1
Chevron BB n-i^oQQ
SECTION FQ - DESIGN DATA FOB FOUNDATIONS (Cont'd)
FQ-3 MAXIMOM ALLOWABLE SOIL BEAMING PRESSURES. .SPREAD FOOTINGS (Cont'd)
Location
Width of Footing at
5 1 depth
5' or less
5' - 10'
101 - 20'
*Tanka
3.2
4000 psf ,4000 psf
4000 psf
4000 psf
3.3
. paf ______ paf _______ psf
______ psf
*Note: For limiting height of tanks, see Sec. FD-4.
FQ-4 REQUIRED LENGTHS OF WOOD PILES - Not Required
Location 4.1
--~ tons
. . ft.
Working Load
tons
tons
ft. -ft.
tons ft..
4.2 ft. ft. -ft. ft.
4.3
ft.' . _
'ft. ____:___ 1-ft. .
. ft.
4,4 Working uplift of above piling will be ______ % of the permanent
hearing capacity; but designed uplift shall not exceed
.tons.
[ revisions O SCALE
FQ-5 FILE TREATMENT (See Section FA 4.23) - Sot Required
. 5.1
' , ^'
'
5.2
DATE
FQ-6 MINIMOM DEPTH OF FOUNDATIONS
6.1 Foundations shall extend at least 1.5 ' helov grade tcogseoeodE
frflfltl diSJWgft
__
1.0 footing
.- ', i
SECTION FS - DESIGN DATA FOR MESCELLANBODS SERVICES
EMC. OCPT. f-'jtii- l >v
'.~iW3ft.. V.y . ,or c. ocrr. gs&p&f ,y
Amoves
!
"TV
FS-1 ETDBOSTATIC TESTING ,
1.1 Hydrostatic testing shall be done in accordance with:
e .
--
FS-2 FIRE PROTECTION
_
,2.1..Hose.threads required:. 2-1/2 in. Nat. Std., 1-1/2 in. iM/i---.- ' ' llt-r 2.2' Type hydrants required: 02-99621-0, Type B
r 2.3. Special provisions inquired in tank fields.
-...... V2*fe&
"V5
.. First-aid fog stations
None
EF121
.
' .`.ft****** V
T#basic engineering design data sheet .^*#|EL 'PASO REFINES! EXPANSION
GT-E4546 .. -X.
tr.
Chevron BB 014000
ES-3
1Hi MM
SECTION FS - DESIGN DATA FOB MISCELIAHSOUS SERVICES (Coat'd) PATHS 3.1 Rqj^Is - Asphaltic Concrete 3.2' Wall Asphalt io__ Coaerat#
H 3.3 Tard Areas Aspimltic concrete or concrete in aoid or caustic areas 5*4 Process area - oonoret in vleinity of process equipment FS-4 DRAINAGE AND SEWER STBTBM -
^H 4.1 Storadrains shall be designed for a rainfall intensity-duration
curve of-------- l.t.,5--........in,/hr. . (This intensity may be expeoted onoe
4.2 Sanitary sewer facilities:
in 10 years.)
1 ^B
4.21 Method of disposal 4.22 Capacity - 2700 gal/day a 2 gpa
4.3 Oily water disposal system (See Sec. FA 1-6)
4.31 Method of disposal V.C* pip to existing separator
. 4.32. Capacity T:,
' - 21,840 lb/W s 44 gp*n
:: 1 78-*5
I qhi
ff-vK
v-J$
r -y?. ' -:: tose fra;-
'; J, .
SAFETT
5.1: Codes and. Instructions
.. *
** -
s* .. >
Hr ^JP*TM*"* Sections! California AdministrativecCod, title Till 5.12,..3*0. of rxai^MaauaI of Safsty Rules
5*2 . Miniaum temperat-are of lines which are accessible ' and must be insulated for protection of personnel.
JLL
v 4; / ' *.
efj.**'
*ir|*'
1. , ,'**v
: .k- ... v*c *' * -CV
' *-
t
' ,f ?*2 - .
. 1 v. `
: . ' V
'V
>. '
- --v
, '? *'
r *>
;-r
.
v- ' v**:, . -t- . ---
Chevron BB
ounni
