N 455000
Legend :
2.
BM
. 2
BM
. 1: U
nknown
~ Reference D
atum: 47 N
~ Zone: 99
~ Central M
eridian: U
niversal Traverse Mercator (U
TM)
~ Projection
: WG
S 84
~ Spheroid
: Unknow
n
All C
oordinates in Meters
Relationship of C
oordinates1. Reference N
otes :
E 190000
E 195000
N 460000
: Not confirm
ed accurate
E 200000
Balle
PLTU
2X110 MW
Buluh
Bukit Jaya
DISTR
ICT A
CEH
BAR
AT
SU
B-D
ISTR
ICT M
EU
REBO
Seum
ambe
BM
. 2E
188.151.000N
454.829.000E
lev. +2.889
BM
. 1E
188.266.000N
454.930.000E
lev. +3.034
BM
. 04E
193.929.093N
463.179,009E
lev. +3.034
BM
. 01E
196.026,596N
462.062,206E
lev. +3.034
BM
. 02E
195.014,746N
463.453,063E
lev. +3.034
IND
IAN O
CEAN
Cemetery
TO NAGAN RAYA
TO MEULABOH
Concession Boundary
DIS
TRIC
TN
AGA
N R
AYA
0+000
1+000
2+000
3+000
4+000
5+000
6+000
7+000
8+000
9+000 10+000
11+000
12+000
12+410
Nagan River
KO
REM
: Not confirm
ed accurate
Em
ail: [email protected]
Tel:(62-21) 45867324 Fax:(62-21) 45867331
PR
OJEC
T
DR
AWN
DESIG
NEDS
HEET
TOTAL S
HEET
SCALE
DR
AW
ING
CH
ECKED
APPR
OVED
DATE
DATE
DATE
DATE
DATE
INTS.
DES
CR
IPTIO
NR
EVISION
DR
AW
ING
STATU
S
REVISIO
ND
RA
WIN
G N
o.
DR
AW
ING
TITLE
MED
IA DJAYA BER
SAMA H
AUL R
OAD
DY
11-09-2012
FSA11-09-2012
PC
11-09-2012
BH
11-09-2012
101
1 : 40,000
FOR
REV
IEWM
DB AC
CESS
RO
ADLAYO
UT PLAN
MD
B-LP-001-
BCDE A
RESO
UR
CE IN
DU
STRIES
PRO
POSED
JETTY
E 190000
N 460000
mediadjayabersama
See M
DB
-AR
-001 Sheet 1 of 21
See M
DB
-AR
-001 Sheet 2 of 21
See M
DB
-AR
-001 Sheet 3 of 21
See M
DB
-AR
-001 Sheet 4 of 21
See M
DB
-AR
-001 Sheet 5 of 21
See M
DB
-AR
-001 Sheet 6 of 21
See M
DB
-AR
-001 Sheet 7 of 21
See M
DB
-AR
-001 Sheet 8 of 21
See M
DB
-AR
-001 Sheet 10 of 21
See M
DB
-AR
-001 Sheet 11 of 21
See M
DB
-AR
-001 Sheet 12 of 21
See M
DB
-AR
-001 Sheet 13 of 21
See M
DB
-AR
-001 Sheet 14 of 21
See M
DB
-AR
-001 Sheet 15 of 21
See M
DB
-AR
-001 Sheet 16 of 21
See M
DB
-AR
-001 Sheet 17 of 21
See M
DB
-AR
-001 Sheet 9 of 21
See M
DB
-AR
-001 Sheet 18 of 21
See M
DB
-AR
-001 Sheet 19 of 21
See M
DB
-AR
-001 Sheet 20 of 21
See M
DB
-AR
-001 Sheet 21 of 21
Design R
oad
Storm
water out fall
Design D
rainage
Contour Interval 0.5 M
eter
Province R
oad
Land Acquisition
Existing S
urface Road
Benchm
arks
District N
ame
Cities
Rem
ove Land Conveyor and Public R
oad25 Jul 12
Rem
ove Safety B
erm and C
hange Verticle Alignment
10 Sep 12
To M
eulaboh
1 barrel, 1.2 meter dia, 21 m
eter long1 barrel, 0.8 m
eter dia, 21 meter long
1 barrel, 1.4 meter dia, 21 m
eter longEA EAEAEA
6 11
1 barrel, 0.6 meter dia, 21 m
eter longEA
1
1 barrel, 1.5 meter dia, 21 m
eter long
EA EA
BC
M173,740
M
Subgrade (14m
x 12,410m)
26,147C
ut to fill
173,740M
Borrow
to fill
Base course
ME
DIA
DJA
YA
BE
RS
AM
A H
AU
L RO
AD
CH
. 0+000 - CH
. 12+410
4 3 2 1 ID
the existing ground surface.
180,354
24,820LM
BC
M
Perim
eter drainageC
onstruct opened unlined drainage
Pavem
ent
Earthw
orks
Quantity
Unit
620,500C
lear all vegetation and deleterious material above
Task
QU
AN
TITIES
Clearing and G
rubbing (50m w
ide x 12,410m)
M
56
Sub base
M
173,740
Culverts
EA
Bridge
15.75 width,18 m
eter spanEA
1
EA
7G
eosyntheticsG
eosynthetics118,100
M
2 barrels, 1.4 meter dia, 21 m
eter long1
2 barrels, 0.6 meter dia, 21 m
eter long2
2 barrels, 1.2 meter dia, 21 m
eter long1 2
15.75 width,8 m
eter spanEA
1
LOKASI TIN
JAUAN
STA 3+000 s/d 4+500
