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(conoco)
CONOCO NORTH SEA INC.
LONDON, ENGLAND.

---
PLANT
NORTH
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GENERAL
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FIELD DEVELOPMENT

PLANS

CJB-EARL & WRIGHT LIMITED

CJB HOUSE
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PLAN AT +9 000 A
PLAN AT-41·000
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ISSUEOFOR CJB·E&W DATE CQNoCD

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LONDON, ENGLAND.

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CJB-EARL & WRIGHT LIMITED

CJB HOUSE
KEY PLAN EASTBOURNETERRACE, LONDON,W2 6LE.

PLAN AT-13·000
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THIS DRAWING MUST NOT BE USED FOR CONSTRUCTION UNTIL SPECIFICAllY CERTIFIED FOR THAT PURPOSE UNDER AN ISSUE
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103·4 STA"'-ICARD DETAILS RS S. el1ACING ....ODES
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112.1 + 9·000
113.1 -13'QOO
114.1 -41·000
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CJB HOUSE
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CONOCO NORTH SEA INC.
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-153'000

CJB-EARL & WR.lGHT LIMITED

CJB HOUSE
EASTBOURNETERRACE, LONDON,W2 6LE.

VIEW A
LAUNCH TRUSS & sruss ~
OMITTED FOR CLARITy L.!..::::. THIS DRAWING MUST NOT BE. USED FOR CONSTRUCTION UNTIL SPECIFICAllY CERTIFIED FOR THAT PURPOSF. UNOFR AN ISSUE
cr'~ C.H. ss", HOLDS REMOVED 0"'" <;'9,,"j1. VH CONTRACT
&
'SSU( DR"

AO .6,. .6,. ~
J::... REVISED AS NOTED
AS BUILT
Ei=\S i=\ESPACED
TYPE I ADDED :::;L /;7 ~ ~~~~~R~2~ON ~;;~ .. ~oj", & NEGOTIATION
ISSUE

0005 ~OS7 <r

IIIUI:mnnnr
 NOTES
~ GENERAL WELDING NOTES
OUTSIDE WELD
r I I. ROOT FACE ,GAP, AND BEVEL ANGLE SHALL
BE SUBJECT TO VARIATION DEPENDING
APPROvED WELDING
ON
PROCEDURES, wELO
PREPARATION. AND FIT-UP TOLERANCES

2, UNLESS OTHERWISE NOTED ALL STEEL S\.iM..L

BE JOINED BY COMPLETE PENETRATION GROOVE
WELDS --

INSIDE WELD 3. USE OF BACKING STRIPS SHALL flE lND[CATED

TO conoco.
/
4, SINGLE SIDED TuBULAR BRACE TO STUB
CLOSING wELDS SHALL BE SUBJEC T TO
APPROVAL OF WELDING PROCEOURE AND
~_I_~lN.j THE APPROVAL OF THE ENGINEER.
TYPICAL FOR LOCATION
1,2,3, &; 4 5. NUMBER OF TEMPORA~'( ACCESS HOLES
SHALL BE KEPT TO A MINIMUM; AND SHALL.
BE SUBJECT APPROVAL OF THE ENGINEER
LOCATION LOCATION 2 LOCATION 3 LOCATION 4 LOCATION 5
6, BRACES INTERSECTING CANS AT >60" BUT
(900 SHALL HAVE WELD PREPARATIONS AND
DETAIL I PHQFILES SIMILAR TO DETAILS I & 2
(
- EDGE PREPARATION FOR WELDING DIAGONALS TO CAN WHERE JOINT IS WELDED FROM BOTH SIDES
7,
LOCATIONS

ALL
1,2 ,I. 3

TOLERANCES SHOWN IN MILLIME1RES,

,,.
8, WELD SuA FACE PROFI LE SHALL SE SMOOT
AND PASS THE MINIMUM R.EQUIP:EMENTS
SHOWN IN "CONOCO"WELDING
SPECIFICATION.

JOINT ELEVATION (TYP) TYPICAL FOR ALL

LOCATIONS

NOTE TRANSITION FROM ONE DETAIL 10 ANOTHER

LOCATION LOCATION 2 LOCATION 3 LOCATION 4 LOCATION 5
10 SE BY A GRADUAL UNIFORM BEVEL
PREPARATION AND SURFACE PROFILE
(SEE DETAilS I & 2)
DETAIL 2
- EDGE PREPARATION FOR WELDING DIAGONALS TO CAN WHERE JOINT IS W ELDE D FROM ONE SIDE ONLY

GOUGE ROOT TO SOuND

REFERENCE DRAWINGS
METAL BEFORE WELDING GOUGE TO SOuND METAL BEFORE
SECOND SIDE WELDING ON OTHEI=t SIDE

DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 DETAIL 9

MATCHING YDIAMETERS CAN TO CONE CONE TO STRAIGHT ALL BuTT WELD& AND SEAMS WHEN WALL THICKNESS
- MATCHING THICKNESSES- MATCHING O/DIAMETERS
15 OVER SO MM

TYPICAL DETAILS OF EDGE PREPARATION FOR SHOP AND FIELD JOINT WELDING WHERE JOINT IS WELDED FROM BOTH SIDES

,I

DETAIL 10 DETAIL II DETAIL 12 DETAIL 13 DETAIL 14 DETAIL 15

CJB·E&W DATE CONOCO
MATCHING o/OIAMETEPS MATCHING I/DIAMETERS CAN TO CONE CONE TO STRAIGHT SINGLE BEvEL ON STRAIGHTS
MATCHING THICKNESSES

TYPICAL DETAILS OF EDGE PREPARATION FOR SHOP AND FIELD JOINT WELDING WHERE JOINT IS FROM ONE SIDE ONLY (conoco)
CONOCO NORTH SEA INC.
-·1
RESEAL

T\-
, I '
OPENING WITH THE FILLET WELDS TYP U/N

r=B~3" ORIGINAL

PREPARED.
PLATE REMOVED,
AFTER IT H,&,S BEEN SUITABLY

TACK WELD THE PLATE LOCAL

MATERIAL THICKNESS OF
THICKER

6
PART JOINED
\ IN MIl ..LIMETAES
TO 10 5
SiZE OF FILLET WElJJ
(LEG LENGTH)
IN MrU.IMETRES
LONDON, ENGLAND.

TO' THE OPENI NG 'TO ENSURE ··-~~-O6~~~-· - MURCHISON FIELD DEVELOPMENT

~I . THAT IT IS Nor MISPLACED,

IF THE ORIGINAL
FOUND UNSUITABLE
PLATE IS
IT IS TO
12
16
TO
TO
15
I-----c-o-~o-~-+-------
30
-8------

1 !\~
~SE
BE REPLACED BY PLATE OF
THE SAME TYPE ,THICKNESS,

N 9
32
55
OVER 150
TO
TO
50
150
10

BI=lACE OR CAN GROUND WELDS

SHOWN THUS: __ GOuGE ROOT BE FORE
IF REINFORCED
FILLET WELD
(Ti _MAX 10)
BY
WELDI NG
STANDARD
DETAILS

FULL PENETRATION EXCEPT: WELD SIZE NEED NOT BE GREATER RADIUS TO BE AS PER STANDARD RADIUS TO BE AS PER STANDARD WELDING SECOND SIDE
= THAN THINNER PArH JOINED DETAILS OR 12MM WHICHEVER IS DETAILS OR 12 MM WHICHEVER
TYPICAL ELEVATION SHOWING GREATER IS GREAT[H CJB-EARL & WRIGHT LIMITED
MEM5ER
AREA OF GRINDING WHERE SPECIFIED CJB HOUSE
DETAIL 16 DETAIL 17 DETAIL 18 EASTBOURNETERRACE, LONDON,W2 6L£.
TABLE OF MIN SIZES OF FILLET WELDS ON DESIGN DRAWINGS DOUBLE BEVELLE D WELD DOUBLE 8EVELLED WELD SINGLE BEVEllED WELD
TYPICAL TEMRJRARY APPLICABLE FOR SINGLE OR DOuBLE SIDED WELDS FOR STIFFENERS ON STRAIGHT5 FOR STIFFENERS
TO BE USED WHERE FILLET WELD IS
ACCESS MANHOLE INDICATED BUT NO ::;I='[CIFIC SIZE IS GIVEN

mm·I~~~~·~~~"ro~~~~~~"~IO~__~~-+~'l~~~~+-T"~'~'~!O~~~~I'~
..
~~~r~~~~ +-1_2_0_7_8__ '_ _' -r__--~~----i
THIS DRAWING MUST NOT nr USFD FOR CONSTRUCTION UNTIL. SPECIFI(ALL Y CERTIFIED FOR THAT PURPosr UNDER AN ISSUF inch.O 1 '1 ! 6 t 9
" t: I~SuED ;.sA;. ','<I' CONTRACT 1"/4
6 6 &. NOTE AD[)g) f?71 &. FOR CONSTf'UCT10N ,'><" 'i:~& NEGOTIATION ISSUE ISSUED FOR BID
 NOTES

EM-105 2 4 ® I. ALL ELEVATIONS IN METRES, ALL OTHER

I DI~I,'IENSrONS ARE IN MILLIMETRES.
2. ALL TUBULAR DIAMETERS SHOwN ARE O.D'S.

--
3. ALL 5TEEL TO BE TYPEn UJN.
4. ALL STEEL SHOWN THUS _ TO BE TYPEI
5 M,T,Q ITEM N"" SHOWN THUS:- 0
PLANT
NORTH

~"

IL£G'lD?j ~
iJ.. ~
3~ ~~~. w.

3;:' 1
1 ·45
;;~~.

25
S. 4'iM 50J5 5187
16:2365 KEY PLAN G. 1 G347 b<?S3

.___ ~_963 __

6370 REF)
~6479 (eH) 6267
LEG NODE LEG NODE LEG

21454 3604 21709

2000 ([; X 28 LEG I (REF) 2000 (!; X 25 LEG

o 81
0,
~ gl
"'I 7 c,.....
ENSIQNS R.EVISED

:1
w'
:1 8 riO!. DS I?<"MovEJ)

1(lIYCSTIr?! S~,5101. 5// ADDEDTo LcC; 82

~ ~

U,~V~'}~~
s~L~i I' I
L
3No
4 EOUAL'oS~P~A~CE=;S'-;c
250 x 20 E.R 5
-I
~: L~G ~

3. LEGSECTIOt.J
4. •
~R5 RE'P05~iIOW~OBET\I,'Ern

snWWJ lliV.+IO-ot -13-0 l

LEklGTH~I1£VISU>
, -13-Okb~'O;

o
LAYOUT SHOWING LEG SECTIONS &
NODE POS!TIONS FOR LEG 86

REFERENCE DRAWINGS
2- NO')WES400, 32~ 2-No. lWEB 400 .32 ®@©@@ 102'1 GENERAL PLANS s ELEVATIONS
r. R. .5.JFLG.200 )( 32
~ t,R.S FLG 200~32~ FLANG£ TO WEB
I 1 I I I 109-'
120 I
FRAME B
WT D1APHJ:lAGM5
- G A

;-=1=t .~ 184' r LAUNCH 5KID RALLS

_) I .. en::) t:l ':J )

SEEENLARGED
DETAILDRG,I05.3------- "''i-'"
J ' ,
_. ;' ..
'I' !
I '
3346 \ ,,70s_iff J saol ::&,.1
k4705 ~.3eu ~~G_ 17 ..J H 1._±L&,.'-~386B ,I
850 11901lQ() 850
0
wEB & 11601160 950 ;
A-No
6
I.R2..__.J _ .F_L,.~?q.O)( 25.
WEB 400 x 25 B Y
4N;J {400X32 WEB ~ &.
I.R.S. 250 X 32 FlG §J

KEY PLAN

28063

o
c
(REF) B
ISSUED FOR CJB·E.W DATE CONOCO DATE

(conoco)
CONOCO NORTH SEA INC,
LONDON, ENGLAND.

MURCHISON FIELD DEVELOPMENT

LEG DETAILS
82 & 86

LAYOUT SHOWING LEG SECTIONS &

CJ B-EARL & WRIGHT LIMITED
NODE POSITIONS FOR LEG 82
CJB HOUSE
EASTBOURNE TERRACE, LONDON, W2 6LE.

THIS DRAWING MUST NOT BE USED FOR CONSTRUCTION UNTil SPECIFICALLYCERTIFIEDFOR THAT PURPOSE UNDER AN ISSUE i:C:', :1'"_! '.... 1"'1'1"1'1"1"
"'I."'''''1'j1 "'''''''I"I:\-I;__''~'''_'_r'rrri'~''lrlr~· "--"""--""'~"+"!rml_·+'''''''I.,.,.........
"2J,.I:rl
.......
.,..,.,.,....,l'r' ."..~..., r---;-,"",~",------+----'----'--...,.---::_'_-,,---I
.&.
D.... C.H.
D~"CH.q.5 'b' ERS.8 I,R,S REVISE ,l;=~~H '1:'1 J.A.S,&OIMENSIO\IS
ISSUED OR~ PJH '·1· ISSuE CONTRACT VH KH '2;'J ISSUE
REViSED AS NOTED
AS BUILT m r: 7 ill DIMENSIONS REVO A •• f"",,f.
,,;suf

J.& REVISED CON~UCTION ~:; ~ ~:~ ~NEGOTIATION IssuE ill ISSUED FOR BID t:, ~ PRE-BID

0005 1055 1'::

 NOTES

1 ALL ELEVATIONS IN ME.TkE:. ALL OTHER

DIMENSIONS ARE IN MlLLlMETRE,)

2. ALL TuBULAR DIAMETERS :,HOI'oN ARE O. D'S

.-.-..
PLANT 4.
ALL STEEL TO BE TyPE

ALL STEEL SHOWN THUS _

0. UN

TO 6E TYPE I
:-0

')-~r
NOIHH 5 M.T.O ITEM N~ SHOWN THUS

£v; ,11oo/!=-;C.·1T."O. VS.

6 M1S '" ',\1>.

8-,,10.
~N.TIi<:. 25
162365 KEY PLAN .. ~-"
'" 32
~32 1
'>.. #. SOlO:)
25
05/62

1 Ge78
28063 28063 28063 28063
7
8
~..-Ccc.£•..,£t>
G~71
~ ... S
71357 1
.v".~~.(..S"~;'S£.,:").
3..
52
['1323

r~J:~~
I
4338
LEG NODE
6278

LEG
(REf")
INOI.J€
6388 (REF)
f. r.e e E1
LDCP ,M0
. 1 e ce.e ~
/01/0/5
12835 11193
2000(bx 42 LEG
______ ~2~'~4~5~1
2000$ x 28
------------4
LEG
21595
2000ill x 28 LEG 2000(/)~28
21746
LEG 20QOill
2Id3,,'
1. 25 L.EG
-i

QJ EGG] 01 CD G [J [2]

I
!
~I ~,

0-'7 .R/Nc; 5TIFFS ...5'7~SID 1511 ADDE.D.

DCP N". P~NDlN4 £ W£/"D DeTAIL.S ADDED.

W:=:'="::t'\
~=---.~
4 EOUAL SPACES
3No 250 X20 E.R.S.
J 4 EOUALSPACES
1-------':--:cN-:c'--=2
SOX 20 E. R. S 3 NO
4 EQUAL
2S0Jl.20
~PACES
E.R.S
8 EOUAL
7N0250X20
SPACES
ERS
t..£)CP

J~.O.MIS7
5.0.MI33
.. ,e="'::V../se.::::D:::::Q::
NO.lO/~~O~77--+-;("+F._~_"_·_7i_O.-=W=£~L3=W.:::£.::~:::DS=

& l. LEG DG ERS REP051TIONEO 8ETWEEN£l..Ev.-n·oj-lz;·o

'l. LEG 5ECTIONLENG~S REVI5EOBETWEEN
EL£V:+IQ·Qf.·13·O

@.'] [8 ~ & ~
LAYOUT SHOWING LEG SECTIONS
& NODE POSITIONS FOR LEG D6

REFERENCE DRAWINGS
170K\55It. ~ 1190><42 re.0
\ SEE DETAIL A \ SEE DETAIL B &. 2 NO'jWEB 40th32 102
110
1
I
C.£N£I-{AL
FRAME
1='L.ANS& ELEVATIONS
D. G.A
/ l.'t5. FLG.200,.3'
\

I
&
SEE ENLARGE[.; DETAly
-rr---- 126
184 I
I W.T.
LAUNCH
DIAPHRAGMS
SKID RAILS

---~-,/_---- -- --- -,----

+31 [jtJ El I)
'-- -1----1-- --------; : ! ~ I!
3,461 ; 470S.1 ~OP I 4705 i : 3S11 ,FLG 33001 ' lsi''!'' I - I !, I
NOTE
FABRICATCfI. SHALL MAKE EVERY
'r-:~s3 - -'~90 fl93 ~56" .-. ~~B 17& ~·--ts~-4_]S3f!!6~cl-!;o~3~'-!_tst
dE" 1.
EFFORT TO ENSuRE A GOOD
ENGINEERING 'FIT-UP' BETWEE"J
ENLARGED DETAIL & 4·f'J~.~~_-l_.__£4.~~~~2__§J
ADDITIONAL FLANG~ ~. MATERIAL & WEB 400 x25 ~ <' l' I
/'>NO EXISTING FABRICATIONS
4 NO{400 X 32 WE8 EJ it
16230~
I.R.S 250 X 32 FLG ~ I ~-

~--~n KEY PLAN

22050 28063 28063 28063 28063 28063

&. \ I
6371 (REF 6B64 . 6752 (REF) 2200 (RH)

I~t"
LEG ODE LEG LEG ODE LEG
6 &.
ODE

II ISS 5069 3418 3517 'J342 990B

o J (REF) (REF) REVISION ISSUEDFOR CJ8-E&W DATE COIoiOCODATE

~J
2000(/) J( 4;?LEG 2000(j)J(42LEG
\ I(REF)
<000."00" LE
o @] @
GJ o
o
(conoco)
&. >~~>
w >
w w
-,-,
UJ'llIJ
~\ -'
....
"'N,.
»
w
-'
CONOCO NORTH SEA INC.
LONDON, ENGLAND.

'rl ~ - ~ \ - ~iiit --r -~,' - - - ---:=- ~ . ..;--

~\ -, MURCHISON FiElD DEVELOPMENT

~I LEG
D2
DETAILS
& D6

LAYOUT SHOWING LEG SECTIONS

& NODE POSITIONS FOR LEG D2 CJB-EARL & WRIGHT LIMITED
CJB HOUSE
EASTBOURNE TERRACE, LONDON, W2 s i e.

I
too
, '1; 1,1 ,
~
2~~ , ,.
THIS DRAWING MUST NOT BE USED FOR (ONS1RUCTION UN11l SPECIFiCAllY CEATIFIED FOR THAT PURPOSE UNDER AN ISSUE:
., '"' 1
ISSUED 0"" PJH
6
,
. •
CONTRACT

... II"<> M FOR

CONSTRUCTION
11(>I~

11/1/>
6. NEGOTIATION ISSUE

l 0005 1052 05
 NOTES
ALL ELEVATJONS IN ME.TRES, ALL OTHER
DIMENSIONS IN MILLIMETRES.

2. ALL TUtULAR DIAMETE.RS SHOWN ARE O.D

3 ALL STEEL TO BE. TYPE . .II U/N

I b ~ 374
4. ALL STEEL SHOW,," THUS _ TO 6E TYPE.!

,,-lg..----'
5 M.T.O ITEM No. SHOWN THUS D
2b 003 2 f: 063 ;: 5063 2& 0 f3

r_2!:LA".:.H lON~

8<e
~6. '~,Ie:-5
~I:S~'I'~
-+ c z:~ .;.,-!/
I,
~ r-
! LL
>"L" w w u:
~I~
LI
i;;W'
~:~
> W _J- --'.._..

"";:\_1J
- W W

~ MMII/CAflj,(J5
DETAIL 133'1

/- & ;).::-~
'" 5 ~ r/
l/,/
2 W.4~ //

V!)J.1,<{J /",,'Ya.
;/1 /lOLl) To £25 RcMOVC./).

@---

0:
o
~
+
.>

REFERENCE DRAWINGS
102 I GENERAL PLANS ~ ELEVATIONS
o 1034 ST,L..\jj)Af=\CDl TAILS R:, & ~;:;'A(".I~(, NOOE.:.-
10S·1 LEG DETAilS A2,A6;E2 &. Eo
105·2
105·3
108"
1 1
FRAME A
62
D2
GENt:r..AL
&. B6
&. D6
ARF-ANGEMENT

@-
109·'
110'1
111·1
112 ·1
1; 1
PLAN AT ELEV, ""9·000

1
113· 1 -13,000
114 ·1 -41,000
us- - 69'0"')u
116·1 - 97'0,-,0
117 '1 -125-000
118,1 -153·000
184 ·1 LAUNCH SKID RAI L 5
185·1 PILE SLE'::VE Akh.ANGEM[NT
las I PILEG'JIL.:{.LOCATION.

171·1

1/' 1721 \'~ __ ~L

'
\
II'
DETAIL 173·1

I
-.
----r1/ ',,- ~I-
______
/
174'1 /-- -
10031 DETAIL 175'1 7--
REVISION ISSUED
FOR CJB-E&W DATE CONOCO

r:
r 2_2_0
__6_5 ~-------- 2_e_O_6_3 2_8
__0_b_3 ~~I~,
166492
2,_B__ O_8_3~~~~~~~----- ~2~8~O~8~3 ~----i_~------------~~~ D._T_A_IL_.I_~_._'---11~~
28083 13009
(conoco)
CONOCO NORTH SEA INC,
LONDON, ENGLAND.

MURCHISONFIELD DEVELOPMENT
FRAME 2 -BRACING
(TRUE ON FACE)
FRAME 2

GENERAL A~RANGEMENT

CJB-EARL & WRIGHT LIMITED

CJB HOUSE
EASTBOURNE TER RACE, LONDON, W2 6 L E.

THIS DRAWING MUST NOT 8[ USED FOA CONSTRUCTION UNTIL SPECIFICALLY CERTIFIED FOA THAT PURPOSE UNDER AN ISSUE. inch.O

/\ ;\ ~+==t:=,-~
.. I /\
:'c.",: :=.._.,__~ i\
___ ~ __j_~ j i i______l_ jm i _1 iL___:' .. im i '~d '-?ji._ i. ___
._.J."p~i-·: i ! L.-_~
 NOTES

I ALL ELEVATIONS IN METRES,ALL

OTHER OIMENSIONS ARE IN MILLIMETRES

2. ALL TUBULAR DIAMETERS SHOWN ARE O.O.'S

10 e 374
3 ALL STEEL TO BE TYPE.n_l¥N
4 ALL STEEL SHOWN THUS _ TO BE TYPE.1

28063 063 5, M,T,O ITEM No SHOWN THUS 0

ci
o
o

DETAIL 179·1

./
/DETAIL 177·1

/V)oD/,c/CAr/o-"VS

~ iERS I£J /2 W,f5 //

/ / #0, W.1S NNo,
#o"-;J;>S' To e.es P~/V")op(';..z:"

KEY PLAN
REFERENCE DRAWINGS
I , GENERAL PLANS .. ELEVATIONS
STANDARD DETAILS RS Ii. 8><A(IN(,
o
~ 18lt LEG DETAILS A2 AI!, E2 , EO
NODES

105.2
105.3
108.1
1
FRAME
1 &~~~~
A G.A
109.1
110.1
1 ~
pr I Ef ~iili
111.1
112.1
113.1
114.1
115.1
116.1
117./
116.1
185·, PILE SLEEVE ARRANGEMENT
186·1 PilE GUIDELOCATION

@-'~---~-===-==3
I i-1
SO<iL ,
1 ~OETA'L 135'1

, 'DETAIL. 137·\

"OETAll \39>1 )
OETAIL 140·1

100
280133 REVISION ISSU"EDFOR CJB·EAW DATE conoco
83

If> 492
2BO (conoco)
CONOCO NORTH SEA INC.
LONDON, ENGLAND.

FRAME 6 MURCHISONFiElD DEVELOPMENT

(TRUEeN FACE)
FRAME 6

GENERAL ARRANGEMENT

CJB-EARL & WRIGHT LIMITED

CJB HOUSE
EASTBOURNETERRACE, LONDON, W2 6LE.

THIS DRAWING MUST NOT BE USED FOR C.ONSTRUCTION UNTIL SPECIFICALLY CERTIFIED FOR THAT PURPOSE UNDER AN ISSUE
m m· I" !, , I,ll'
50

"I ) "
,
'DO

incn.o • 7 a
C.H
~
'"sur FlEVISED AS NOTED
AS BUILT
& E RS REVISEC
"p. (1...1(;
~ ~ ISSU,

~
ISSUE D FOQ
CON:;:TRUCTlQN
~::
AI'P
PJH 15-7-7 'ssu~
Attf: I~"ij, &
CONTRACT
NEGOTIATION ISSUE
KH

ill. ISSUED FOR BID

o~1'I

::;
VH?·
~ '¥.in
'$SU£

& PI=lE-BIO
AO,~
0005 i.(.>5"·