0 1 OF 1 CT-912820 NG0623 P -

REV. NO. SHEET NO. DRAWING NUMBER PLANT NO. INDEX JOB ORDER NO.
NOTES

CORDINATE OF ELECTRICAL TOWER

N0. NORTH EAST LEGENEDS:

TOWER44 2720959.454 694334.958 EXISTING MAIN LINE -2

TOWER45 2720659.16 694319.353 DOUBLING LINE (FUTURE)

EXISTING SIDING
TOWER46 2720353.356 694342.751

TOWER47 2720041.074 694286.402 PROPOSED FENCE

FOR PROJECT BOUNDARY

TOWER48 2719725.474 694270.024 EXISTING FENCE

TOWER49 2719385.609 694248.254 DISMANTLING FENCE

RIGHT OF WAY
TOWER50 2719175.947 693929.661
PROPOSED ROAD CONNECTION
TOWER51 2719176.092 693929.600 TW 44
CULVERTS
13
2K
V Existing tower
O
H
TL
Proposed tower
80
15
-
80 Tower to be dismantle
71
CRASH BARRIER

TW 45
VERTICAL CLEARANCE

46
ED
ER
Existing 132kv OHTL

ER

TL
W
( To be dismantled )

W
TO

AN
TO
Existing 132kV OHTL

SM
W
R

NG

DI
NE
46

I
Proposed 132kV OHTL

ST
25

BE
I
EX
PROPOSED OHTL ROUTE LENGTH= 1855 m

TO
13
2K
V
O
H
TL
80
15

5
28
-
80
71
O
H
TL
EXISTING TOWER 47 TO
B
TO BE DISMANTLED E
D
ISM
A
N
TL GANTRY CRANE - 1 (1150.000 Lm)
NEW TOWER 46A E
GANTRY CRANE - 2 (1150.000 Lm)

8
8
RI
GHT OF WAY ofchannel EXISTING TOWER 48

TO BE DISMANTLED

5
28
00
150.

1 CL ofchannel
GUARD ROOM
ENCEF ECTBOUNDARY
ORPROJ
TRACK-1 (1837.050 Lm) PROPOSEDF
00
40. OFFICE BLOCK
RI
GHT OF WAY ofchannel

18
TRACK-2 (1686.382 Lm)
NEW TOWER 47R EXISTING TOWER 49

4
4
1:
50 M.
TO BE DISMANTLED

142

735
GUARD HOUSE

I
NTERLOCKI

End Km 2+045.
NG TI

End Km 2+007.
LES
LI
TRACK-3 (1611.049 Lm)

NE OF CONCRETE CURB

START CURVE
PRECAST FENCE PANEL

END CURVE
235

(
26.

END CURVE
TRACK -3

TRACK -4
End Km 2+120.

5103 Lm )
Y R200.0000
A
N

TRACK -2
W O
343

F TI TRACK-4 (1611.301 Lm)

O EC
N 10.0000 P10
N
3

T
2

PO8 3
1
4

H O PO4 PO6 1
2

4
TO1
/ 7
:.5

C
7
:.5
TO1
/
T/O 1:7.5 4

2+100

0+550
2+150

IG
3

2+050
2 1

AD
1 2 3
2+200

4 T/O 1:9

0+800

0+750

0+700
2+000
2+250

0+950

0+900

0+850

0+650
1+300
1+500
1+950

1+900

1+850

1+800

1+750

1+700

1+650

1+600

1+550

1+450

1+400

1+350

1+250

1+200

1+150

1+100

1+050

1+000
0+ 300

0+ 200

0+ 000
400

0+ 100

R O
2+300
0+ 500

0
5

O19
:

R
T/
5

4
2+350

1
2
.0
.9

3
.9

2+400

T/O 1:9 4

C/S 1 / S .111
53

C 6
54
C/S3.2 C/S3.2

53
0+

35
11
54

536.
44

55
10
54

455
00

1 2 3

SE
0
8

787
8

PO2
NG
DOUBLING LINE
2+500

2+450

0
7

ENT CHANGI

2
2+431.
0+ 6

4%
O 2
0

OPE0.

2
2+517.
3

16/E 72
C/ .7 C 7.
50
53
SL
MAIN LINE - 2
3

537

E
51
P
+

NT Km 2+075

SLOPE 0.55% SLOPE 0.24%

+

+
0

00
O
0
0

50.
70

00
R

50.
P
:
:

:
0+

P
C

EXI
STI
NG F
B

GRADI

ENCE
T
S
0

POI

TW 1
80

157
0+

40
Km 535+000

55
156.

156.
Km 534+821

Km 533+000
Km 534+000
0
90

CULVERT
0+
91
75
41

NEW TOWER 49R

68
5.

0
+ 9 + 00

NEW TOWER 50A

.
12

68

11
5.

6
1.

.
DE
99
5

NEW TOWER 48R 330.66

15
320.31
07

15.
E
: 0
98

NC
1+

0+

FE -2 EXISTING TOWER 50
.

NG NE
LI
CS
74

I
ST RIG HT OF W AY
ST:

N
EXI AI
M
+0

NEW TOWER TO BE DISMANTLED

: 1

50R
344.22
EP

E
NC

- 8071
FE
ING
IST
EX

Y
A
W

L 8015
NE
F
LI O
NG T
LI
UB H
DO IG

T
R

O H
REV.

132KV
DATE BY DESCRIPTION CHKD. CERT. APPD.
NO.

TW 51

MOHAMMED NASEEM TARIQ -

DRAWN BY CHECKED BY SCALE

DATE STARTED - DATE COMPLETED 09-DEC-2015

OPRG. DEPT. - ENG. DEPT. ENGINEERG & DESIGN

CERTIFIED
THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION OR FOR ORDERING

MATERIAL UNTIL CERTIFIED AND DATED

M.S. AL-SHEHRI
BY DATE

SHIFTING OF TOWERS OF EXISTING132kV

D/C OHTL 8015-8071 AT NEW

EMPTY CONTAINER YARD.

RIYADH SAUDI ARABIA

JOB ORDER NO. INDEX PLANT NO. DRAWING NUMBER SHEET NO. REV. NO.

- P NG0623 CT-912820 1 OF 1 0
 0 1 1 of
CT 912821 NG0623 M
NOTES
REDUNDANT MEMBERS
REV. NO. SHEET NO. DRAWING NUMBER PLANT NO. INDEX JOB ORDER NO. CONTRACT NO.

1) ALL DIMENSIONS ARE IN MM.

A L45x4 1{16
2) ELECTRICAL CLEARANCE AND INSULATOR

OW NER.
B L50X4 1{16 SWING ARE AS PER SPECIFICATION
400

600
3) ALL MEMBERS ARE OF MILD STEEL

4{
A C L60X4 1{16
"X"

TS
L50X5-
A CONFORMING TO A36 UNLESS OTHERWISE

2660

OF I
A
A
D L60X5 1{16 NOTED.

3660
A L60X5(H)-2{(T) A
L45X5(H)-1{(L) 4) H- INDICATES HIGH GRADE STEEL

CONSENT
L45X5(H) 1{16

2
E

8
CONFORMING TO ASTM A 572 , GR.50

°
L5

CLT+
1000
0X

143

D/S
5(
H)-2
1250 A
A A
A
{ F L50X5(H) 1{16 5) ALL BOLTS ARE OF 16MM DIA AND
53
1100
° COMFORM TO ASTM A 325 UNLESS

TTEN
1
5° G L60X5(H) 1{16

L90X6-6{
OTHERWISE NOTED.

T)
VIEW "X"

THE W RI
L)
1100

L45X5-2{(
L65X5(H) 1{16

L45X5-1{(
H 6) STUB SECTION L150X150X19H.

385
4200

R650

L60X5(H)-2{(T)
1100

L45X5(H)-1{(L)

R1

THOUT
R1
CLT+

L5

30
0X
900

143

D/S

5(

30
H)-2
A

0
A A {
A
0

WI
53

T
{(
°

3
1600

-10{
5

DOCUMENT
1
5°

X
0
6

H)
L

)
ONLY ON T-FACE

L100X9(
T
385
4200

{(
R650

2
1650

L60X5(H)-2{(T)

-
5
A
L50X5(H)-1{(L)
X
0

LEGEND
6
L

S
)

THI
R1

T
INSULATOR

(
R1

{
-2 ( ) L50
CLT+D-SHACKLE

30
950

L X5
30

5 { (

L70X5-2{
X H) G
A 5 -2 -2
0

1500 6 5 A A {
A

FROM
0

L X
53 5 F
4
° L
THIS TEXT FOR LEGEND
78+65=143
1890

1
5° C
2
-

NED
FROM

5
X
0

SHALL BE OBTAI
385

R650
L

L70X5-2{
ONLY ON T-FACE

PLAN A-A
2275

-8{D/S

A
R1

{
R1

2
-
30

5
30

X
0

H)
0

6
0

0(
TOTAL HEIGHT OF THE NORM AL TOW ER UP TO GL =32425

3500
L130X1

L80X6-2{
A 3265 H
3175

PART
L45X5-1{
L45X5-1{

L45X5-1{
2800

{ G

1{

1
1{
A A

-
-
-

5
5
E

5
{

X
X
20265

X
B
2

0
0
B

0
-

A A

N
5
B A

I
5
5

L
L
3{

L
X

3{ 3{ X6-
X6- X6-
0

L65 L65

FULL OR
L65
6
L

L60X5-2{ L60X5-2{ L65X5-2{

L80X6-2{
78) =

A TOP X-ARM MIDDLE X-ARM BOTTOM X-ARM PLAN B-B

3750
(

N
I
A A
S

ON
{

-12{D/
2
2147) +

REPRODUCTI
-
5
X
5
6

H)
L
PROVIDED 20365

L100X6-2{
2(
(

L130X1

E
REFERENCE DRAWINGS
8040) +

DRAWING TITLE DRAWING NO.

NO
4150

B C
A A
B
DRAWING CONTROL SHEET
(

{
2

A
-

L100X6-2{
5

d SA
X

-
5
10000) +

PLAN C-C
L
+CLT

onalGri
-
INSULATOR+D-SHAKLE)
(

-
-12{D/

Nati
B

C
H)
4900

L90X6-2{
2(
L130X1

OF
{ B A
2
-
5 B
X E

ARE THE SOLE PROPERTY

0
7 B C
L
A A A
5400 H+0M
S

L90X6-2{
SAG+(

600

-12{D/

C
AS-BUILT BY DATE

PLAN D-D
)

C
T
{(

)
GROUND CLEARENCE+M AX.

3000

L
{(

H)
-

A
5

A
2
X

2(
-
0

A
7

L130X1
L

0
6

B B
L

+3M BODY EXTN. H+0M

600

600
C
A B GL GL

N
C

HEREI
C

A B C
S

S
-12{D/

-12{D/
C C
B

NED
REV.
C B B DATE BY DESCRIPTION CHKD. CERT.APPD.
6000

6000

NO.

CONTAI
B
H)

H)
DRAWING COMPLETION CERTIFICATE (DCC):
2(

2(
A
)

L130X1

L130X1
)
T

)
{(

(T

)
A A
L

A
{(

2{
-2

(L
2{
A
-2

A
5

5-
A

ON
X

5-
5
60

0X
X

NFORMATI
A A

5X
60
L

L7
C C D D
L

L6
+9M BODY EXTN. +6M BODY EXTN. M.NASEEM TARIQ JABBAR 1:15
600

600

DRAWN BY CHECKED BY SCALE

A A GL A C GL

THE I
B 15-DEC-2015
DATE STARTED DATE COMPLETED
C C
)
T

)
{(

OPR'G. DEPT. ENG. DEPT.

{(
-2

A C
)
C
S

S
T A
-2

AND
{(
-12{D/
5

-12{D/
L
X

{(
C
5

-2

C CERTIFIED
0

C
-2
7

THIS DRAWING IS NOT TO BE USED FOR

6000

5
0

6000
L

X
7

NG
C
0
L

C CONSTRUCTION OR FOR ORDERING

X
H)

H)
7

DRAW I
L

G B
7
2(

MATERIAL UNTIL CERTIFIED AND DATED

2(
B BY DATE
L
L150X1

L150X1
B A B
A
A
A OUTLINE DIAGRAM OF TOWER
B B

S
THI
"D132 A1" TYPE
CL +15M BODY EXTN. +12M BODY EXTN.
600

600

GL GL GL Riyadh SAUDI ARABIA

CONTRACT NO. JOB ORDER NO. INDEX PLANT NO. DRAWING NUMBER SHEET NO. REV. NO.

M NG0623 CT 912821 1 of 1
0
NG-B (2012/01)

VECTOR NGB00
 0 1 1 of
CT 912822 NG0623 M
REDUNDANT MEMBERS
NOTES
REV. NO. SHEET NO. DRAWING NUMBER PLANT NO. INDEX JOB ORDER NO. CONTRACT NO.

a L45x4 1{16 1) ALL DIMENSIONS ARE IN MM.

2) ELECTRICAL CLEARANCE AND INSULATOR

OW NER.
b L50x4 1{16

990
SWING ARE AS PER SPECIFICATION
a

850
L60x4 1{16

0
a c 3) ALL MEMBERS ARE OF MILD STEEL

-4{2
CONFORMING TO A36 UNLESS OTHERWISE

TS
a

OF I
900

H)
29 d L60x5 1{16 NOTED.

6(
°5
9'
44
5890

"

L75x
a 4) H- INDICATES HIGH GRADE STEEL
850

CONSENT
e L45x5(H) 1{16
CONFORMING TO ASTM A 572 , GR.50
b L50x5-2{(T)
900

1500 L50x5-1{(L) L50x5(H) 1{16 5) ALL BOLTS ARE OF 16MM DIA AND
f
L6
{
-
2 0x COMFORM TO ASTM A 325 UNLESS
5(

TTEN
1400

CLT+
5 H)

D/S
5
x
a
-3 g L60x5(H) 1{16 OTHERWISE NOTED.

148
{

52
4 a
)

THE W RI
L

°30
(T

'
{ 6) STUB SECTION L200X200X25H.

00
3 )

"
L

-2x8{20
)- L65x5(H) 1{16

SUSPENSION
{( h

JUM PER
1200

(H 2
)- 7) -INDICATES ATTACHMENT POINT FOR

JUM PER
6

INSU.

1800
x ) 1
5°
5 (H T R650 00'00"
6 {(
2232
1
5°00'
00" 7 x 3 ) INSULATOR.
L L L70x5(H) 1{16
7
5 )- {( i
H

THOUT
H)
L ( 2
6 )- 300
1300

385
x R1 8). 3 NOS JUMPER SUSPENSION INSULATOR SHALL BE

L130x9(
(H
4200

5
6 6 )
L x USED PER TOWER AS SHOWN ON X-ARMS. NO JUMPER
6
5 {(
T
)
j L75x6(H) 1{16

R1

WI
R1
L 3 L L50x5(H)-2{(T)
)- {( SUSPENION INSULATOR SHALL BE USED AT X-ARMS

30
30 (H 2
6 )- L45x5-1{(L)

DOCUMENT
1700

x (H L6 3700 3700 4400 4400 POINT, WHERE LINE IS GOING AWAY FROM THE X-ARMS.
0
CLT+

0
5 6 0x5 3400 3400
D/S

7 x (
148

L H)
5 -3 9). (S)-INDICATES HIGH GRADE STEEL CONFORMING TO

52
b
7 a {

°30
L

'
00
L90x6(H)-4{

L100x7-2x2{
ASTM A572 GR65.

L100x7-2x2{

L100x7-2x2{
"
SUSPENSION
TOTAL HEIGHT OF THE NORM AL TOW ER UPTO GL= 32390

JUM PER

-3{
-2x8{20
{ L90x6(H)-4{
JUM PER

INSU.

4
LEGEND

1800

L60x5-2{
1

L50x5-2{
5°
1900

00'
)-

1{
1{
00"
R650

1{

1{
1{

1{

S
1{

H)

THI
1{
(H

1{
2232

1
5°00'

)-
)-
00"

)-

)-
)-

)-

-
-
7

L90x6(
5
(H

(H
x

5
(H

(H
5
(H

(H

x
x
0

x
300

0
5

x5
385

5
5

5
9

0
0
R1
H)

6
x
a a

x
x

x
L

5
4200

FROM
L
0
0

0
L
0

L
L150x12(

6
6

6
L50x5(H)-2{(T) THIS TEXT FOR LEGEND

L
150

L
L

L
R1
R1

150
4 L75x6(H)-3{

150
L45x5-1{(L)
)-
30

0
L90x6(H)-3{
2300

30

L100x7(H)-4{

NED
L6

0
(H

R130
22
0x

0
R130
7

92
0

5(
CLT+

22
0

R130
x H)

SHALL BE OBTAI
22
D/S

92
0 -3 00
"

92
'
148

{ 00
10 b ° "
45 00

52
2500 a °00
'
00
'
"

°
L 45 00

30
°
45

'
00
"
SUSPENSION

JUM PER
JUM PER

INSU.

1800
1
5°
{
2000

00'
0

00"
-3 R650
10{2
2232

1
5° )
00'
00"

6
(H TOP X-ARM MIDDLE X-ARM BOTTOM X-ARM
x
600) = 17490<17500

0 300
385

-2x

L
9 R1
S)

PART
R1
R1

x15(
30
CL TO GL

30

d
0
3000

L175
0

N
I
b
{
3

FULL OR
-
6
x
0
9
L

0
10{2
CL
-

N
-2x

I
GL
0
B/M

10{2

ON
S)
h

REPRODUCTI
x15(
50)

2EQ)
h
-2x

3000
3EQ)
(

(
L175
S)

L9
+

5000

b 0x
x15(

6-
+

{ 2{
M AX. SAG

-
2 b CL REFERENCE DRAWINGS
8040)

7
L175

x
0

600
10 GL DRAWING TITLE DRAWING NO.

NO
L g
d
(

g
+3M BODY EXTN. DRAWING CONTROL SHEET
a
+

d SA
+

onalGri
2EQ)
GROUND CLEARANCE

g -
10000)

PLAN A-A
CL
(

h -

Nati
0

GL
10{2
(

L100x7-2{
-2x

b
c

0
7500

h a
S)

10{2
h

OF
x15(

h g

-2x
{ b
3EQ)

4EQ)

ARE THE SOLE PROPERTY

2
L175

- g

6000
S)
6
x b c

x15(
(

(
9
L b
b

L175
b AS-BUILT BY DATE
b

A A
9200 b
CL L100x7-2{ H+0M
600

GL CL

600
L90x7-2{
h GL
d
3000

N
HEREI
+3MB.E. h +6M BODY EXTN.
h a
CL
0

j
6000

10{2

NED
REV.
GL CL NO.
DATE BY DESCRIPTION CHKD. CERT.APPD.
-2x

CONTAI
i DRAWING COMPLETION CERTIFICATE (DCC):
GL
S)

d
a b
9000

x15(

d
d
+6MB.E. d

ON
a
L175

a h

NFORMATI
8EQ)

CL g
12000

12000

i
a

0
(

GL

10{2
j M.NASEEM TARIQ JABBAR 1:15
d DRAWN BY CHECKED BY SCALE

-2x
b

THE I
15-DEC-2015
d d h DATE STARTED DATE COMPLETED

S)

6EQ)
x15(
g

9000
b OPR'G. DEPT. ENG. DEPT.
+9MB.E. b

AND
h

(
L175
CL a
b b THIS DRAWING IS NOT TO BE USED FOR
CERTIFIED

NG
CONSTRUCTION OR FOR ORDERING
GL

DRAW I
a d
b MATERIAL UNTIL CERTIFIED AND DATED
b BY DATE

b b
a
b
L9 b b
OUTLINE DIAGRAM OF TOWER
0x

S
THI
7- b
2{ "D132 E1/F1" TYPE
a
+12MB.E.
CL +12M BODY EXTN.
600

GL +9M BODY EXTN. CL Riyadh SAUDI ARABIA

600
GL CONTRACT NO. JOB ORDER NO. INDEX PLANT NO. DRAWING NUMBER SHEET NO. REV. NO.

NORMAL TOWER WITH +12M BODY EXTENSION

M NG0623CT 912822 1 of 1
0
NG-B (2012/01)

VECTOR NGB00