1 2 3 4 5 ROW

6 7 8 9 10 11 12
1340.50 1340.50
.50
1340

0
1341.0

ROW 1341.50 1341.50

1342.00

ROW
ROW
ROW
A 1342.50

A
Y=9254837.000 ROW 1343.00

RO
W
1343.50
X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000

X=684674.000
ROW
ROW
RO
W W
RO
.00
1347
W 1347
.50

RO
1348 W
RO 1348
.00

RO
W
.50

1346
13

.00
13 49
46 .00
.50
1347
13 .00
47 1349 1343
13 .50 .00
4 .50
8.0
1349 0 1344
W 13
50
13
49
.50
.00 1349
.50
.00
W
RO 13
51
.00
13
50
.50
.00
1350
.00
1344
.50
RO
RO
13
45
.00

1352.00
13

W ROW 45
.50

W ROW 38355

1352.50
RO
W

1348 .00
1353.00
1345.50

.50
1349
B RO B

134748.00
ROW

.50
13
.50
1346.00

1348 8.00
47

RETAINING W
13

1349 .50
4
13

.00
W ROW 1346.5

ALL
0

RO

1353.50
RO ROW
Y=9254812.000 RO
9W 672 W
766

1354.00

0+010.00
W DRAINAGE ROW 5 RO

1347
OW

.00
.00
R7

2.50
1355
ROW
1347

0+0 .00
.50

1354.50
1348

1355.50
.00

R6 ROW

0+0 .50
CONC. ROAD

0+0 .00
0+01
W

07.5
ROW W

0+0 .00

0+0 .50
RO RO

15
RO

05
DRAINAGE

0+0

0+0 .00
R8

.00

17
1356

0+0
02
W

0
W

.50

20
22.5
RO

00
1356
R2000 0+010 0
CULVERT R9 +01
05
W

.50
5

1357
RO RO
R4000 0+0 R18 PROPOSE

.00
R19 0+0

1358

0
1357.0
W W 0 20
0 SETTLING POND
RO 0+0 R17

R4000
0
L R20 +025

.50
1346
AL

.50
R10 FOR SALAK 7

1358
R16 G W 0+0

0
W
NIN

1359.0
C RO RO
L R4000 A I 30 C
W W1 AL R11 R E T 0+0
O90
GW

.50
R 4

.00
35

1359

1346
7

.00
-1

1360
I N 0+0
I N FILE R12 38

R4000
RO TA O
W
PR

1361.00
RO E
W R AD CULVERT

.50
0

AD
.5

1360
1345

R4
Y=9254787.000 RO GE . RO R

0
A

00
0
1361.5
AIN NC
W RO DR CO 1345
.00

RO

07
W

1344.50
W
RO GE

164
N A
AI

1363.00

1362.50

1362.00
R13
DR

1344.00
W RM
RO
R14
D D

RO
30

NE UFF
CK
00
W BM 1-02

W LE
RO

M
N=9254787.065
E=684874.384

R
Z=1349.881
.50
R5
1363.50
W

60
13
.00
1363
RO

Y=9254762.000

1348.00
1349.5
R4

1348.50

0
1343.5
W

R4

1349.50
000
RO

E 1344
.50
E
FGL. +1350.00
LL

1345.00
74
WA
W

439
RO

NG

1345
.50
.0 0
50
.50

INI

13
63

1349
13

.50
.00

.50
50
63

13
13

.50
48
TA

13
0
48.0
1350 13
.00
RE

.00 51
13 .50 13
13
47 13 42.50
.50 43
51 .00
13

1345.50
1346.00
.00 .00

0
.00 46

1343.5
52 13
W

13 49
13
.50
52
13 .50
48
RO

66
.00 13
53
13
.50

01

1344.50
53

1344.00
1349.50 13

.50

D
1346

Y=9254737.000 OA
.50

.R
62
13

.00
1362

1346.50
C
E ON
W

G C
RO

NA

1347
AI

.50
F 1350.0
0

F
DR E 76
.50

AG
1363

68
.00
1348

R3 A IN 12
DR
W
RO

.50
1348

R4000
.00
1349
.00
63
13

.5 0
1360

.00
.00

1360

.50
1361

56
.50

13
.00
59
.50

.50
56
13

55 0
13
1360

13 55.0
W

13

BM 1-01
.50 1349
.50

R2
54
13
RO

N=9254713.214
E=684754.758
13 587.5.50
0
13 356 7.00 0
11335

1 135 8.0
5

13 56.0 .50
.50

55 0
1362

.50

.00
.00 1350
.00

55
13

Z=1354.011
1362

Y=9254712.000
W

G G
RO

.50
1350
DR

L
.50

AL
1361

DR

A
.00
1361

INA

.00

W
1351
AIN

ING
GE

N MP
AG ING
W

I
RE

.50

A
1351
CO

T SU
RO

E
T

RE
AIN 518

R4000
NC
.R

.00
1352
37
RE

OA
WA
TA

.00
INI

1350
LL

.50
1352
W

NG
RO

R
WA

O
AT
.00
1353

EA R
LL

AR PA
H P R15 SE H
WT
RE

0
1353.5

R1
W

TA

ROAD COORDINATE
RO

INI

Y=9254687.000 1350.50
1354.0
0
NG

.00
1351
1359.00

.50
1351
0
1352.0 .50
WA

1352

POINT DESCRIPTION NORTH (X) EAST (Y) EL (Z)

1358.50

GUARD 1353
.00
1354.5
0
LL

CULVERT HOUSE
.00

BM.01-01 REFFERENCE POINT X=684754.758 Y=9254713.214 1354.011

50
13
W

1358.00
RO

1350.00
BM.01-02 REFFERENCE POINT X=684874.384 Y=9254787.065 1349.881
R.1 ROAD AXIS X=684761.877 Y=9254691.044 1350
.50

.50
1357

1351

.0 0
54

R.2 ROAD AXIS X=684738.599 Y=9254720.467 1350

0

13
.0
1352

1350
.50
0
.0

R.3 ROAD AXIS X=684738.442 Y=9254727.704 1350

1357
W

R.4 ROAD AXIS X=684764.199 Y=9254763.345 1350

RO

.50
1356

1349.50

R.5 ROAD AXIS X=684765.413 Y=9254764.593 1350

I I
.00
1356

1353
.50

R.6 ROAD AXIS X=684824.870 Y=9254810.145 1350

.50

1350
55

R.7 ROAD AXIS X=684829.191 Y=9254811.344

13

ION

.00
1353
1350
OW

T R.8 ROAD AXIS X=684867.304 Y=9254807.051

1352.50
TA
.00
55
13

TS R.9 ROAD AXIS X=684872.592 Y=9254801.790 1350

R

OU

1352.00
Y=9254662.000
.50
54

R.10 ROAD AXIS X=684873.388 Y=9254796.761 1350

13

1351.50
.00
54
13

1353
.50
R.11 ROAD AXIS X=684874.430 Y=9254795.689 1350
.00
1353

R.12 ROAD AXIS X=684872.563 Y=9254792.672 1350

1351.00
W

R.13 ROAD AXIS X=684863.930 Y=9254778.720 1350

1349.50

.50

.50
RO

1352
.00

1350
1350

1352
.00
R.14 ROAD AXIS X=684862.947 Y=9254777.514 1350
R.15 ROAD AXIS X=684770.702 Y=9254690.404 1350
R.16 ROAD AXIS X=684876.771 Y=9254797.859 1350
R.17 ROAD AXIS X=684878.405 Y=9254798.706 1350
J J
W

R.18 ROAD AXIS X=684885.214 Y=9254802.234 1348.794

RO

13
5
1352.02.0
0 .000
2.50
3.00
R.19 ROAD AXIS X=684890.617 Y=9254802.293 1347.815
1353

13
52
.50

.00
R.20 ROAD AXIS X=684896.655 Y=9254799.331 1346.109
52
1.030
1352
.50
1351

THIS DRAWING AND ANY DATA INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF
STAR ENERGY GEOTHERMAL SALAK LTD. THE COPYRIGHT THEREIN VESTED IN STAR ENERGY POWER GENERATION FACILITY - SALAK UNIT 7
GEOTHERMAL SALAK LTD. NO PART OF THIS DRAWING, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS
OR REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOVER, EXCEPT WITH PRIOR WRITTEN
PERMISSION OF STAR ENERGY GEOTHERMAL LTD. RIGSIS Sheet Contents

DRAWING
ROAD AND DRAINAGE LAYOUT FOR POWER PLANT
DRAWN
K CHECKED K
PT. RIGSIS STAR ENERGY GEOTHERMAL SALAK, LTD.
DESIGNED EQUITY TOWER Lt. 49 WISMA BARITO PACIFIC II LANTAI 17-21
DESIGNED CHECKED JL. JEND. SUDIRMAN KAV. 52-53 JAKARTA SELATAN JALAN LET JEND S. PARMAN KAV. 60 - JAKARTA 11410
A PRELIMINARY DRAFT AMA AHA 31/05/2024 Scales FWR No. - Drawing Status Drawing No. Sht Rev.
NO DESCRIPTION DRAWN APP'D DATE
APPROVED
A1 1 : 400 PLOT DATE 05/31/2024 5:00 PM ISSUED FOR INFORMATION SLK07-04-FE-IGOMS-SI01-GAR-001 1 0F 2 A
1 2 3 4 5 6 7 8 9 10 11 12
 1 2 3 4 5 6 7 8 9 10 11 12

A A

0+000.00 0+002.50 0+005.00

1360 1360 1360 1360 1360 1360

B 1355 1355 1355 1355 1355 1355 B

FGL +1350.00 FGL +1349.589

1350 1350 1350 1350 1350 FGL +1349.177 1350

1345 1345 1345 1345 1345 1345

1347.81

1348.42
1349.54

1349.73
1348.68

1347.51

1349.82
1349.23

1348.94

1348.26
1347.71
1348.12
1348.70

1349.80
1349.35
EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS
C C

1347.81

1348.42
1349.54

1349.73
1348.68
1347.71
1348.12
1348.70

1349.80
1349.35

1347.51
1348.94

1349.82
1349.23

1348.26
PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS
ROAD PROFILE-1
1370 1370

-10.00

-10.00
10.00
-5.00

10.00
-5.00
5.00

-10.00

5.00
10.00
-5.00
OFFSET

5.00
OFFSET

0
OFFSET

0
1365 20000 1365

D 0+007.50 0+010.00 0+012.50 D

0+000.00

0+002.50

0+005.00

0+007.50

0+010.00

0+012.50

0+015.00

0+017.50

0+020.00
1360 1360 1360 1360 1360 1360 1360 1360

1355 1355 1355 1355 1355 1355 1355 1355

ROAD SL
1350 OPE 1350 1350 1350 1350 1350 1350 1350
E 16.455 % DRAINAGE W/COVER FGL +1348.766 E
FGL +1348.354

3291
FGL +1347.943
STEEL GRATING

1345 1345 1345 1345 1345 1345 1345 1345

1349.92
1347.21

1345.43

1347.10
1346.69

1347.18
1349.91

1346.23

1346.97

1347.30

1349.89
1348.06

1347.83

1347.27
1347.88
1346.71 1346.71

1345.81 1345.81
1347.71 1350.00

1347.07 1347.53

1346.37 1346.37
1348.26 1349.18

1347.30 1348.35

1346.08 1346.08

PROPOSED ELEVATION EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS

1349.92
1345.43

1347.10
1346.69

1347.18
1347.21
1349.91

1346.23

1346.97

1347.30

1349.89
0+037.70 1345.64

1347.88

1348.06

1347.83

1347.27
ELEVATION EXISTING PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS

F F

-10.00
0+000

0+010

0+020

0+030
0+005

0+015

0+025

0+035

10.00

-10.00
-5.00
-10.00

10.00
5.00

-5.00
10.00
-5.00

5.00
5.00
STATION OFFSET

0
OFFSET OFFSET

0
0
0+015.00 0+017.50 0+020.00
CONCRETE ROAD K.225 T=200mm
REINF. Ø10-150 (ONE LAYERS) 1360 1360 1360 1360 1360 1360
DRAIN HOLES 100x150mm FIN. LINE MOTIF DRAIN HOLES 100x150mm
G CURB 250x300x500 PLASTIC SHEET 0,2mm CURB 250x300x500 G
DRAINAGE BASE COURSE 250mm THK CBR 80% DRAINAGE
SLOPE 2.5% SUBGRADE CBR 6% SLOPE 2.5% 1355 1355 1355 1355 1355 1355

FGL +1350 FGL +1350

1350 1350 1350 1350 1350 1350

FGL +1347.532 FGL +1347.120 FGL +1346.109

1345 1345 1345 1345 1345 1345

H H

1345.21
1347.01 1347.01

1346.71
1346.42
1346.04

1346.89

1349.73
1345.27 1345.27

1347.07 1347.07

1349.86 1349.86
1346.38 1346.38

1345.77

1349.34
1345.15

1346.19
EXISTING ELEVATIONS EXISTING ELEVATIONS EXISTING ELEVATIONS

1346.71
1345.21
750 250 2000 2000 250 750

1349.34
1345.15

1345.77

1346.19
1346.04

1346.42
1346.89

1349.73
PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS
1000 4000 1000
6000

-10.00
-10.00

-10.00

10.00
10.00

-5.00
-5.00

10.00
-5.00

5.00
5.00

5.00
OFFSET OFFSET OFFSET

0
0

0
I TYPICAL ROAD DETAIL I
Scale 1:20

J J

THIS DRAWING AND ANY DATA INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF
STAR ENERGY GEOTHERMAL SALAK LTD. THE COPYRIGHT THEREIN VESTED IN STAR ENERGY POWER GENERATION FACILITY - SALAK UNIT 7
GEOTHERMAL SALAK LTD. NO PART OF THIS DRAWING, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS
OR REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOVER, EXCEPT WITH PRIOR WRITTEN
PERMISSION OF STAR ENERGY GEOTHERMAL LTD. RIGSIS Sheet Contents

DRAWING
ROAD AND DRAINAGE LAYOUT FOR POWER PLANT
DRAWN
K CHECKED K
PT. RIGSIS STAR ENERGY GEOTHERMAL SALAK, LTD.
DESIGNED EQUITY TOWER Lt. 49 WISMA BARITO PACIFIC II LANTAI 17-21
DESIGNED CHECKED JL. JEND. SUDIRMAN KAV. 52-53 JAKARTA SELATAN JALAN LET JEND S. PARMAN KAV. 60 - JAKARTA 11410
A PRELIMINARY DRAFT AMA AHA 31/05/2024 Scales FWR No. - Drawing Status Drawing No. Sht Rev.
NO DESCRIPTION DRAWN APP'D DATE
APPROVED
A1 1 : 400 PLOT DATE 05/31/2024 5:00 PM ISSUED FOR INFORMATION SLK07-04-FE-IGOMS-SI01-GAR-001 2 0F 2 A
1 2 3 4 5 6 7 8 9 10 11 12