THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
ALID
AN
O G
AW
O B
RID
GE
(GE
NE
RA
L SI
TE P
LAN
)
3-54
1 -G
EN
ER
AL
PLAN
S
CA
LE1:
750
2 -G
EN
ER
AL
ELE
VATI
ON
SC
ALE
1:75
05 -
SEC
TIO
N @
ABU
TMEN
TS
CA
LE1:
150
4 -S
EC
TIO
N @
PIE
RS
CA
LE1:
150
IDA
NO
GAW
O B
RID
GE
GEN
ERAL
VIE
WTH
E B
ASIC
DES
IGN
STU
DY
ON
TH
E P
RO
JEC
T
FOR
TH
E IM
PR
OVE
ME
NT
OF
BRID
GE
S IN
NIA
S IS
LAN
D
IN T
HE
RE
PUBL
IC O
F IN
DO
NE
SIA
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
AL4-
2
3 -S
ECTI
ON
@ M
IDSP
ANS
CA
LE1:
150
3-55
4-3
1 -1:
300
ELE
VA
TIO
NS
CA
LE
IDA
NO
GA
WO
BR
IDG
E G
EN
. DIM
EN
SIO
N O
F SU
PER
STR
UC
TUR
E
4 -1:
50S
EC
TIO
N @
P1~
P4, S
2S
CA
LE
2 -1:
300
P
L A
N
SC
ALE
3 -1:
300
KE
Y P
LAN
SC
ALE
5 -1:
50S
EC
TIO
N @
C1~
C24
SC
ALE
3-56
IDA
NO
GA
WO
BR
IDG
E S
UB
STR
UC
TUR
E S
TRU
CTU
RAL
DIM
ENSI
ON
(AB
UTM
EN
T A
2)4-
4
2 -1:
60P
L
A
NS
CA
LE
1 -1:
60E
LEV
ATI
ON
SC
ALE
3 -1:
60E
LEV
ATI
ON
SC
ALE
4 -1:
60E
LEV
ATI
ON
SC
ALE
3-57
IDA
NO
GA
WO
BR
IDG
E S
UB
STR
UC
TUR
E S
TRU
CTU
RAL
DIM
ENSI
ON
(PIE
R P
1, P
2 , P
3 &
P4)
4-5
1 -1:
50P
L
A
NS
CA
LE
2 -1:
50E
LEV
ATI
ON
SC
ALE
3 -1:
50E
LEV
ATI
ON
SC
ALE
4 -1:
50E
LEV
ATI
ON
SC
ALE
3-58
IDA
NO
GAW
O B
RID
GE
APP
RO
ACH
RO
AD P
RO
FILE
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
AL4-
6
3-59
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
ALID
AN
O G
AWO
BR
IDG
EA
PP
RO
AC
H R
OA
D C
RO
SS S
ECTI
ON
S4-
7
3-60
IDA
NO
GAW
O B
RID
GE
EXI
STIN
G R
CBC
REP
AIR
WO
RK
S AN
D
DET
AIL
S (1
/2)
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
AL4-
8
1 -P
L A
NS
CA
LE1:
250
2 -E
LEV
ATI
ON
SC
ALE
1:25
0
C -E
XP
AN
SIO
N J
OIN
T D
ETAI
LS
CA
LE1:
20
A -S
ECTI
ON
SC
ALE
1:10
0
B -S
ECTI
ON
SC
ALE
1:10
0
-A-B
3-61
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
AL
D -S
CA
LE1:
50
IDA
NO
GAW
O B
RID
GE
EXI
STIN
G R
CBC
REP
AIR
WO
RK
S AN
D
DET
AIL
S (2
/2)
3 -D
ETA
IL O
F E
XP
AN
SIO
N J
OIN
T C
ON
CR
ETE
BASE
SC
ALE
1:50
G -S
ECTI
ON
SC
ALE
1:50
4 -B
AR
BE
ND
ING
DIA
GR
AMN
OT
T
O
SC
ALE
F -E
LEV
ATI
ON
SC
ALE
1:50
DE
TAIL
OF
SID
EW
ALK
& R
AILI
NG
@ B
OX
CU
LVE
RT
E -S
CA
LE1:
50
DE
TAIL
OF
SID
EW
ALK
& R
AILI
NG
@ A
PPR
OAC
H R
OAD
4-9
3-62
EP
EP
EP
EP
EP
P3
P4
P9P8
P8a
BM 5-1
BM 5-4
P10
MEZAYA BRIDGE, L=94.00M
CONCRETE BLOCK SCOURING
PROTECTION
75 EA.
GROUTED RIPRAP SLOPE
PROTECTION
GUTTER DITCH L=97.0M.
CONCRETE BLOCK PROTECTION 25
EACH
STONE MASONRY WALL
GUARD RAIL
L=4.0M
GUARD RAIL
L=8.0M
PT = 0+288.200
PC = 0+265.260
0+320
0+300
0+200
0+150.00
PI-0
1
PI-0
2
PI-05
PI-03
PI-06
PI-07
PI-04
PI-0
0
20000
PI-08
DITCH TYPE C
L=25.0M.
DITCH TYPE B
L=25.0M.
DITCH TYPE C
L=25.0M.
INLET
OUTLET
DITCH TYPE-C
L=45.0M.
STONE MA
SONRY WA
LL
L=25.0M.
H=1.0-3
.0M.
GUARD RA
IL L=25.0M.
L-SHAPED RETAINING WALL L=63.0M.
GUARD RAIL L=80.0M.
PIPE CULVERT
0.6X14. 0M.
DITCH TYPE-A L=34.0M.
7.0M.
PIPE CULVERT
0.60x6.0M.
STONE MASONRY
WALL L=7.0M.
H=3.0-1.5M.
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
ALM
EZAY
A BR
IDG
E (G
EN
ER
AL
SITE
PLA
N)
5-1
3-63
EP
P8a
02
0+200 P8a
GROUTED RIPRAP
SLOPE PROTECTION
STONE MASONRY WALL
PT = 0+197.280
PC = 0+177.686
2 -G
EN
ER
AL
ELE
VATI
ON
S
CA
LE1:
500
6 -S
ECTI
ON
@ A
BUTM
ENT
A2S
CA
LE1:
150
4 -S
EC
TIO
N @
PIE
RS
CA
LE1:
150
1 -G
EN
ER
AL
PLAN
S
CA
LE1:
500
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
ALM
EZAY
A BR
IDG
E G
ENER
AL V
IEW
5-2
3 -S
EC
TIO
N @
MID
SPA
NS
CA
LE1:
150
6 -S
ECTI
ON
@ A
BUTM
ENT
A1S
CA
LE1:
150
3-64
5-3
MEZ
AYA
BRID
GE
GE
N. D
IME
NS
ION
OF
SUPE
RST
RU
CTU
RE
1 -1:
300
ELE
VA
TIO
NS
CA
LE
2 -1:
300
P
L A
N
SC
ALE
3 -1:
300
KE
Y P
LAN
SC
ALE
4 -1:
50S
EC
TIO
N @
S1,
P1,
P2,
S2
SC
ALE
5 -1:
50S
EC
TIO
N @
C1~
C14
SC
ALE
3-65
MEZ
AYA
BRID
GE
SU
BS
TRU
CTU
RE
STR
UC
TUR
AL D
IMEN
SIO
N(A
BU
TME
NT
A1)
5-4
2 -1:
60P
L
A
NS
CA
LE
1 -1:
60E
LEV
ATI
ON
SC
ALE
3 -1:
60E
LEV
ATI
ON
SC
ALE
4 -1:
60E
LEV
ATI
ON
SC
ALE
3-66
R=8.00m
R=24.00m
R=24.00m
R=8.00m
MEZ
AYA
BRID
GE
SU
BS
TRU
CTU
RE
STR
UC
TUR
AL D
IMEN
SIO
N(A
BU
TME
NT
A2)
5-5
2 -1:
80P
L
A
NS
CA
LE
1 -1:
80E
LEV
ATI
ON
SC
ALE
4 -1:
80W
ING
WA
LL E
LEVA
TIO
NS
CA
LE
3 -1:
60E
LEV
ATI
ON
SC
ALE
5 -1:
80W
ING
WA
LL E
LEVA
TIO
NS
CA
LE
6 -1:
80S
ECTI
ON
SC
ALE
7 -1:
80S
ECTI
ON
SC
ALE
3-67
MEZ
AYA
BRID
GE
SU
BS
TRU
CTU
RE
STR
UC
TUR
AL D
IMEN
SIO
N(P
IER
P1
& P
2)5-
6
1 -1:
50P
L
A
NS
CA
LE
2 -1:
50E
LEV
ATI
ON
SC
ALE
3 -1:
50E
LEV
ATI
ON
SC
ALE
4 -1:
50E
LEV
ATI
ON
SC
ALE
3-68
MEZ
AYA
BRID
GE
APP
RO
ACH
RO
AD P
RO
FILE
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
AL5-
7
3-69
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
AL
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
ALM
EZAY
A BR
IDG
EA
PP
RO
AC
H R
OA
D C
RO
SS S
ECTI
ON
S5-
8
3-70
GABION
0.5X1.0X2.0X24 EA.
CONCRETE BLOCK
PROTECTION 25 EACH
CONCRETE BASE
V=62.5M
3
0+200
MEZ
AYA
BRID
GE
RET
AIN
ING
WAL
L PL
AN, P
RO
FILE
&
CR
OSS
SEC
TIO
NS
@ A
BU
T. A
25-
9
1 -1:
150
P
L A
N
SC
ALE
2 -1:
150
PR
OFI
LES
CA
LE
3 -1:
200
CR
OSS
SEC
TIO
NS
CA
LE
3-71
1 -E
LEV
ATI
ON
SC
ALE
1:10
0
THE
BAS
IC D
ESIG
N S
TUD
Y O
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VEM
EN
T O
F BR
IDG
ES
IN N
IAS
ISLA
ND
IN
TH
E R
EPU
BLIC
OF
IND
ON
ESI
A
DIR
EC
TOR
ATE
GE
NER
AL O
F H
IGH
WAY
MIN
ISTR
Y O
F P
UB
LIC
WO
RKS
THE
REP
UB
LIC
OF
IND
ON
ESIA
JAP
AN
INTE
RN
ATI
ON
AL
CO
OPE
RAT
ION
AG
ENC
Y
KAT
AHIR
A &
ENG
INE
ERS
INTE
RN
ATI
ON
ALR
ETAI
NIN
G W
ALL
PLAN
, ELE
VAT
ION
, S
ECTI
ON
& B
AR B
END
ING
DIA
GR
AM5-
10
1:10
0S
CA
LEP L
A N
-2
4 -S
ECTI
ON
SC
ALE
1:50
5 -B
AR
BE
ND
ING
DIA
GR
AMN
OT
SC
ALE
TO
1:50
SC
ALE
RE
TAIN
ING
WAL
L-3
3-72
