2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

300
GATE NO.4
NOTES ;
21
300 300 21
P1x1.68 1. ALL DIMENSIONS ARE EXPRESSED IN

A
-
PL-1/4"
P21 2 x5.79 MILLIMETERS.
50

50
2. ALL ELEVATIONS ARE EXPRESSED IN

20 HOLE 1METERS. 20

400 50
2-12 3. MATERIALS
150 300
PIN- 9 STRUCTURAL STEELS ASTM A36

775
1
W/CHAIN

725
STEEL PIPE ASTM A53

675
19 19
H.R H.R TYPE E OR S.
CHAIN CHAIN PL-1/2"
EL+24.30 GRADE B.
300

75
4. ALL STEELS SHALL BE GALVANIZED IN

25
100

100
1 2 1
ACCORDANCE WITH S-00-13A0-001J.
18 - 18
-
PL-3/8" 3. THE LOCATION OF SLUICE GATES SHALL

400

400

350
250
BE REFERRED TO D-13-1338-011J.

250
1

700

700
15
17 17
EL+24.30 EL+24.30 EL+23.37

50

25
1

50 100 100 50 4-EXPANSION

16 COUPLING 135 16
54 A.BOLTS 5/8"(BY ERECTOR)
65 150 150 65
54 COUPLING (HILTI HSA M16x140/25 400
a

15 400 15 OR EQUIVALENT)

2430
3
- 430
4
15 15
-
3360

DET 1
SEC A
S=1/10 -
S=1/10 -
14 14

300
-
1
b

300 54
P1x1.68
13 13
P21 2 x5.79

B
-
PL-1/4"
50 1

50
300

40050
12 12
HOLE
PIN- 9
2-12

775

725
W/CHAIN

P1x1.68

75
11 11
PL-1/2"
TYPE "X" TYPE "Y"
DISTRIBUTION
S=1/30 M.BOLT 1/2" (GATE NO.3)

25
100

100
COMPANY
S=1/30
FOR CONSTRUCTION 2+5A3 PTF(YOC)
404040404040

350

300
120 20 120

350
10

200
JGC DORDTSE
PL-3/8"

200
(YOKOHAMA)

GATE TYPE "X" 1 PD

PM(FP)
GATE NO. a b

50
PM(DP)
D-13-1338-011J 13-MS-02 MISC.STEEL AT CONCRETE PIT FOR COKE MAZE (1/2) SEM

25
NO.1 1530 1830 A3 EM(PRO-1)
9 1 D-13-1325-001J 013J CONCRETE PIT FOR COKE MAZE
EM(PRO-2)
NO.2 1830 1530 D-00-1330-001J GENERAL NOTES FOR STEEL STRUCTURE EM(UT/OFF)
15
50 100 100 50 4-EXPANSION EM(DP)
NO.4 2430 930 P11 4 x2.27 DWG NO. TITLE
PCM
A.BOLTS 5/8"(BY ERECTOR)
65 150 150 65 REFERENCE DRAWINGS PPM
(HILTI HSA M16x140/25
8 DETAIL OF COUPLING CST(CONST)

1 15 400 15 OR EQUIVALENT) CE
D
-

1 PJ CF
430 150
PEQ(EQUIP)

PIS(INST)
P1x1.68 ISSUED FOR CONSTRUCTION PEL(ELEC)
1 AS PER X-TY-JY-10919
K.T 14-SEP-1999
7 100 PPP(PIPE)

DET SEC
50

0 ISSUED FOR APPROVAL T.O T.M S.S 30-JUL-1999 LOG

2 B
5 90 5 - - NO. DESCRIPTION BY CHKD APVD DATE
S=1/10 S=1/10
QAM
REVISIONS QTC

ALL RIGHTS RESERVED

460

THIS DOCUMENT IS THE PROPERTY OF OPERADORA CERRO NEGRO, S.A.

300 54 410 M.BOLT 1" 5 PEN
405

6 AND CONTAINS INFORMATION WHICH IS PROPRIETARY. THIS INFORMATION IS TO BE HELD IN

A3 PRO-1
- CONFIDENCE. NO DISCLOSURE OR OTHER USE OF THIS DOCUMENT IS TO BE MADE WITHOUT
30

THE PRIOR WRITTEN CONSENT OF OPERADORA CERRO NEGRO, S.A.

40 220 40 PRO-2
30

1 65 OFF
C
-

UT
825

75 55 CERRO NEGRO UPGRADER PROJECT 2A3 CVL

205

PL-3/8" ROM
75

25

5
300(OPN)

410 BLD
L2
410

EQP
50 150 50

E HOLE
=

10 PKG
410

GROUT=15
0

- 28 SLD
250

200

250

405

205

VEBA OEL
FUR
1
10

P3x7.58 FIR
PDVSA
4 NOS
PL-3/8"
65

HZP(HSE)
25

PIP
INT
PL-1/4"
40

ICM

ELC
PL-3/8"
65

4-EXPANSION TITLE
3 1 PL-1/4" OPE
A.BOLTS 5/8"(BY ERECTOR) 13-MS-16 LAB
40 250 250 40 20
(HILTI HSA M16x140/25
OR EQUIVALENT) 65 300(OPN) 65 7-EXPANSION SLUICE GATES FOR COKE MAZE DHT

A.BOLTS 5/8"(BY ERECTOR) 2 PEL

PL-1/4" L2 VP YOK(VY)
75 430 75 (HILTI HSA M16x140/25
2
DET 3 SEC C OR EQUIVALENT) 55 COMPANY DWG NO.
PEL

S=1/10 - S=1/10 - DET 5

S=1/5 -
CARACAS
SEC D 1+1A3 JV COC(JC)
DET 4 S=1/10 -
SEC SCALE 1/10,1/30,1/5 JOB NO. 0-1100
- E
S=1/10
CONTRACTOR DWG NO. SIZE REVISION
1 S=1/5 -
SITE

PCWBS:A131 D-13-1338-051J B 1 1R JV SOC(JS)

+2C+1P

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ELECTRONIC FILE No. D1313380510JB1.DWG