S=1
:250
0KEY PLAN (1)
(CH
IPEM
BERE
HI
GHWA
Y AN
D LI
VING
STON
E AV
ENUE
)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
KE
Y P
LAN
(1/7
)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
G - 2
2-27
S=1
:250
0KEY PLAN (2)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVEN
UE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
KE
Y P
LAN
(2/7
)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
G - 3
2-28
S=1
:250
0KEI PL
AN (3)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
KE
Y P
LAN
(3/7
)
TIT
LE:
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1:2500
G - 4
2-29
S=1
:250
0KEY PLAN (4)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
KE
Y P
LAN
(4/7
)
TIT
LE:
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1:2500
G - 5
2-30
S=1
:250
0KEY PLAN (5)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
SUR
VEY
CENT
ER
DESI
GN C
ENTE
R
SURV
EY C
ENTE
R
DES
IGN
CENT
ER
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
KE
Y P
LAN
(5/7
)
TIT
LE:
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1:2500
G - 6
2-31
S=1
:25
00KEY PLAN (6)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
KE
Y P
LAN
(6/7
)
TIT
LE:
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1:2500
G - 7
2-32
S=1
:250
0KEY PLAN (7)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
KE
Y P
LAN
(7/7
)
TIT
LE:
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1:2500
G - 8
2-33
Chi
chir
i RA
to M
asel
ema
RA
(SE
CT
ION
-3)
～ST
A 3
4+35
51+0
0
～ST
A 5
1+00
61+
80
(3,350@2=6,700)
Car
riag
e W
ayC
arri
age
Way
(3,350@2=6,700)
Exi
stin
g Se
rvis
e R
oad
Mas
elem
a R
A to
Yia
niki
s R
A(S
EC
TIO
N-3
)
(3,400@2)
(5,200)
(3,400@2)
Car
riag
e W
ayC
arri
age
Way
Ker
b S
tone
(*2)
Side
Dit
ch(*
1)
2.500
Side
Wal
k
3%
Exi
stin
g Se
rvis
e R
oad
Exi
stin
g D
itch
C L
Exi
stin
g Se
rvis
e R
oad
(2,000)
C L
Sid
e D
itch(
*1)
3%
(4,500)
BL
AN
TY
RE
CIT
Y A
SS
EM
BLY
TH
E R
EP
UB
LIC
OF
MA
LAW
I
JAP
AN
INT
ER
NA
TIO
NA
L C
OO
PE
RA
TA
TIO
N A
GE
NC
YK
AT
AH
IRA
& E
NG
INE
ER
S IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
S=1:250
TYPICAL CROSS SECTION (1)
Inte
r L
ocki
ng B
lock
(t=
6cm
)
Bed
ding
San
d(t=
3cm
)B
ase
Cou
rse(
t=10
cm)
Side
Dit
ch(*
1)
Ver
ge B
lock
Ker
b St
one(
*2)
Ver
ge B
lock
Rep
lace
men
t of
Surf
ace
Cou
rse(
t=5c
m)
Rep
lace
men
t of
Pave
men
t Str
uctu
re
Ker
b S
tone
(*3)
Ker
b St
one
Ker
b S
tone
(*2)
Ker
b S
tone
(*2)
Sid
e D
itch(
*1)
Ker
b S
tone
(*2)
Not
es:
1. F
igur
e in
( )
sho
ws
a di
men
dion
of
the
exis
iting
roa
d. 2
. Exi
stin
g si
de d
itch
es a
re to
be
util
ized
for
thos
e sh
own
with
*1
by c
lean
ing
or re
pair
ing
i
f ex
isti
ng s
ide
ditc
hes
are
dam
aged
. 3
. Exi
stin
g ke
rb s
tone
s ar
e to
be
util
ized
for
thos
e sh
own
with
*2
by p
aint
ing.
Whe
re
exi
stin
g ke
rb s
tone
s ar
e da
mag
ed o
r m
issi
ng, n
ew k
erb
ston
e ar
e to
be
inst
alle
d.
4. F
lat t
ype
kerb
sto
nes
are
to b
e in
stal
led
for t
hose
sho
wn
with
*3.
5. T
he s
ecti
on f
rom
34+
35 to
35+
00 is
not
incl
uded
in th
e Pr
ojec
t.
Rep
lace
men
t of
Surf
ace
Cou
rse(
t=5c
m)
Sur
face
Cou
rse(
t=5c
m)
Bas
e C
ours
e(t=
35cm
)S
ubba
se C
ours
e(t=
40cm
)
Bin
der
Cou
rse(
t=5c
m)
Inte
r L
ocki
ng B
lock
(t=
6cm
)B
eddi
ng S
and(
t=3c
m)
Bas
e C
ours
e(t=
10cm
)
～※
(ST
A 3
9+00
51+0
0)
See
belo
w
Rep
lace
men
t of
Pave
men
t Str
uctu
re～
(ST
A 5
1+00
57+
00)
Rep
lace
men
t of
Surf
ace
Cou
rse(
t=5c
m)
～(S
TA
35+
0039
+00
)
Rep
lace
men
t of
Sur
face
Cou
rse(
t=5c
m)
～※
(ST
A 5
7+00
61+8
0)
See
Aba
ve(
(
G - 9
Ker
b S
tone
(*2)
3%
* C
ross
slo
pes
are
to b
e sa
me
as e
xsiti
ng.
(200)
2-34
～S
TA
69+
0077
+89
Sta
ndar
d B
ank
IC to
Illo
vo R
A(S
ectio
n-5) Pa
rkin
g L
otP
arki
ng L
otC
arri
age
Way
3%3%
(2.500)
(5.800)
3.500
(10.200)
(2.500)
3%3%
Sid
e W
alk
Sid
e W
alk
Car
riag
e W
ay
3.250
(2.500)
2.500
3.250
～S
TA
61+
8069
+00
Yia
niki
s R
A to
Sta
ndar
d B
ank
IC(S
ectio
n-4)
3%3%
3%3%
C L
Side
Ditc
h
Inte
r L
ocki
ng B
lock
(t=6
cm)
3.250
3.250
Car
riag
e W
ay
(Wid
enin
g to
4 I
ane)
BL
AN
TY
RE
CIT
Y A
SS
EM
BLY
TH
E R
EP
UB
LIC
OF
MA
LAW
I
JAP
AN
INT
ER
NA
TIO
NA
L C
OO
PE
RA
TA
TIO
N A
GE
NC
YK
AT
AH
IRA
& E
NG
INE
ER
S IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
S=1:200
TYPICIAL CROSS SECTION (2)
500
9.750
9.750
19.500
Bed
ding
San
d(t=
3cm
)B
ase
Cou
rse(
t=10
cm)
Sur
face
Cou
rse(
t=5c
m)
Bin
der
Cou
rse(
t=5c
m)
Bas
e C
ours
e(t=
20cm
)S
ubba
se C
ours
e(t=
25cm
)
Ker
b S
tone
(*3)
Mid
ian
Bar
rier
PH
Ker
b S
tone
(*3)
Sid
e D
itch
Sid
e W
alk
Sid
e W
alk
Ver
ge B
lock
Ker
b St
one
Side
Ditc
hK
erb
Ston
eP
HSi
de D
itch
Adj
ust
Adj
ust
Inte
r L
ocki
ng B
lock
(t=
6cm
)B
eddi
ng S
and(
t=3c
m)
Bas
e C
ours
e(t=
10cm
)
Sur
face
Cou
rse(
t=5c
m)
Bas
e C
ours
e(t=
20cm
)
Surf
ace
Cou
rse(
t=5c
m)
Bas
e C
ours
e(t=
20cm
)Su
bbas
e C
ours
e(t=
20cm
)
Ver
ge B
lock
Not
es:
1. F
igur
e in
( )
sho
ws
a di
men
sion
of
e
xist
ing
road
. 2
. Fla
t typ
e ke
rb s
tone
s ar
e to
be
inst
alle
d
for
thos
e sh
own
with
*3.
Subb
ase
Cou
rse(
t=20
cm)
C L
3.500
7.000
G - 10
500
500
Sho
ulde
rS
houl
der
2-35
