7. その他の資料・情報 - jica · 2015. 5. 14. · app - 61 7. その他の資料・情報...
TRANSCRIPT
-
App - 61
7. その他の資料・情報 7.1 概略設計図面
概略設計図面リスト 番号 施設区分 図面標題 図番号
1. 全体(G) 全体施設位置図 G1 2. 取水施設(I) 取水施設平面図 KI-1
取水施設構造図 KI- 3. 導水施設(R) 導水管路布設概要図 KD-2, KD-3, KD-4 4. 浄水施設(T) 浄水施設全体平面図 KT-1
浄水施設水位高低図 KT-2 着水井/フロック形成/沈澱池/ろ過池構造図（１） KT-3 着水井/フロック形成/沈澱池/ろ過池構造図（２） KT-4 着水井/フロック形成/沈澱池/ろ過池構造図（３） KT-5 着水井/フロック形成/沈澱池/ろ過池構造図（４） KT-6 着水井/フロック形成/沈澱池/ろ過池構造図（５） KT-7 着水井/フロック形成/沈澱池/ろ過池構造図（６） KT-8 着水井/フロック形成/沈澱池/ろ過池構造図（７） KT-9 配水池構造図（１） KT-10 配水池構造図（２） KT-11 高架水槽構造図（１） KT-12 排水池構造図（１） KT-13 排水池構造図（２） KT-14 ラグーン構造図（１） KT-15 ラグーン構造図（２） KT-16
5. 送配水施設(D) 送配水管路布設概要図 KD-1 送配水管路布設詳細図（１） KD-2 送配水管路布設詳細図（２） KD-3 送配水管路布設詳細図（３） KD-4 送配水管路布設詳細図（４） KD-5 送配水管路布設詳細図（５） KD-6 送配水管路布設詳細図（６） KD-7 送配水管路布設詳細図（７） KD-8 送配水管路布設詳細図（８） KD-9 送配水管路布設詳細図（９） KD-10 送配水管路布設詳細図（１０） KD-11 送配水管路布設詳細図（１１） KD-12 送配水管路布設詳細図（１２） KD-13 送配水管路布設詳細図（１３） KD-14 送配水管路布設詳細図（１４） KD-15 送配水管路布設詳細図（１５） KD-16 送配水管路布設詳細図（１６） KD-17 送配水管路布設標準図（１） TYP-1 送配水管路布設標準図（２） TYP-2 送配水管路布設標準図（３） TYP-3 送配水管路布設標準図（４） TYP-4 送配水管路布設標準図（５） TYP-5 送配水管路布設標準図（６） TYP-6 送配水管路布設標準図（７） TYP-7 送配水管路布設標準図（８） TYP-8 送配水管路布設標準図（９） TYP-9 送配水管路布設標準図（１０） TYP-10 送配水管路布設標準図（１１） TYP-11 送配水管路布設標準図（１２） TYP-12
出典：JICA 調査団
-
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Gen
eral
Lay
out o
f Kam
pot
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:50
000
G-0
1
WSP1 RW
SP
WSP
2
WSP3
WSP4
WSP5
WSP6
WSP
7
WSP8
WSP
9 WSP
10
WSP
11
WSP12
WSP13
WSP14
WSP15
WSP16
WSP17
WSP18
WSP1
9
WSP
20
WSP21
WSP22
WSP23
DP
Tre
atme
nt
Faci
lity
Int
ake
Fac
ilit
y
Ex.
Trea
tme
nt F
acili
ty
Ex.
Int
ake
Fac
ility
PLA
N-11
Reh
abil
ita
tion
Wate
r Pi
pe
App - 62
-
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Raw
Wat
er P
ump
Stat
ion
Gen
eral
Pla
nN
IHO
N S
UID
O C
ON
SULT
AN
TS C
O.,
LTD
.W
ATE
R A
ND
SEW
ER B
UR
EAU
, CIT
Y O
F K
ITA
KY
USH
U
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:20
0
KI-
01
App - 63
-
Scal
e=1/
100
A-A
+9.5
0
Y=0
.0
+6.0
0
0.00
0.00
LWL+
0.79
7
HW
L+5.
920
PCL+
2.05
3
PCL+
0.04
7
+6.5
0
PCL+
0.20
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
1:10
0
KI-
02
+9.6
5
-0.3
5-0
.55
DIPφ500
DIPφ500
Raw
Wat
er P
ump
Stat
ion
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
Raw
Wat
er P
ump
Stat
ion
Faci
litie
s Stru
ctur
e
App - 64
-
N
PROJECT
SCALE
1:50
0
DRAWING No
DATE
DATE
PREPARED BY
APPROVE BY
KT-
01M
INIS
TRY
OF
IND
UST
RY
& H
AN
DIC
RA
FTTH
E PR
OJE
CT
FOR
EX
PAN
SIO
N A
ND
IMPR
OV
EMEN
T O
FW
ATE
R S
UPP
LY S
YST
EMS
IN K
AM
POT
AN
D S
IHA
NO
UK
VIL
LEN
IHO
N S
UID
O C
ON
SULT
AN
TS C
O.,
LTD
.W
ATE
R A
ND
SEW
ER B
UR
EAU
, CIT
Y O
F K
ITA
KY
USH
UW
ater
Tre
atm
ent P
lant
Gen
eral
Pla
n
DESCRIPTION
App - 65
-
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Flow
Dia
gram
of K
ampo
t Wat
er T
reat
men
t Pla
nt
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NO
NE
KT-
02
App - 66
-
2800
200 600
4004007050
400
3250
150
1200
400
1100
250 250
21500
375 18@3500=6300 375
Porous Concrete t=70
Gravel(6～
8mm)t=20
9
40070504007050400
14501000
13507501350
800
1200
CC
A
A
11
3025 3025
150700150
1000
21500
1500
4000
375 18@350=6300
375
300
300
4000
10000
900
400
1700
6500
1400 150 2550 150 2800
300
▽9.900
4006650400
7450
15300
400
2000
400
2800
300
7000
300
1200
16250
2500250
500250 250
500 400
DD
1111
1300
300
1200
300
VENTILATOR
Flocculation Basin
Sedimentation Basin
Filter Basin
400
400
500
750
Hole for drain gate 300*200H
300
300
E
▽9.900
▽10.700
▽14.150
▽9.900
Grating(5)
3300
1200
10@300=3000
1200
3
3
4
4
5
5
6 6
9
Steel Steps N=12
Roof Drain
Downpipe ND100 SUS304
2600
3@300=900
20
2490
7490
Exp.JExp.J
E
400
400 1600
2000
3800
DIP ND350
2500250
500250
2500250
500250
2500250
500400
1300200
1000
2500 1000 2500 1000
1000
1500 2800 2325
400
300
Grating(1)
150
(2a)
(2e)
(2b)
(2f)
(2c)
(2d)
(2h)
HH
GG
500
500
Roof Drain
Downpipe ND100 SUS304
Roof Drain
Downpipe ND100 SUS304
Grating(4)
Grating(4)
300
7850
1200
7450400
Elastic Filler
700400
Grating(2)
1000
Ladder(1)
400
1503450
1000
1000
Grating(3)
Ladder(1)
1000
Handrail
▽9.900
Ladder(1)
Handrail
600
1300
Manhole Cover(1)
Steel Steps
Steel Steps
540
120300120
250
3500
12150
3000
400
4500
1200
1200
1200
5800
▽9.600
▽9.100
▽9.100
600
600
600
600
▽9.100
600
▽9.100
PCL+5.170
2325
DIP ND350PCL+5.990
DIP ND200PCL+7.200
1200
3800
3@300
=900
1200
10@300=3000
1200
1000 300
14300
20
600
3770
600
1500
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
Wat
er T
reat
men
t Fac
ilitie
s Stru
ctur
e(1)
1:15
0
KT-
03
Slit Plate t=60
Slit Plate t=60
250
Air Dispersing Pipe t=110
Air Dispersing Pipe t=110
Supporting Beam
1700
300
1100
300
1c
1g
1a
1e
1d
1h
1450 150 1200 150 1200 150 1200 150 1400
6700
400 2300 150 1800 150 1500 400
1600
400
2000
200
200
4@300=
1200
600 2050 1000 1350 900
300 2000 300
900 800 900 1150 1800 1150
41002600
300
▽10.400
▽11.000
▽11.000
950
150750150600150 500
3250
3650
2100
300
2400
300
1000
▽10.400
2500
22
DIP ND200
PCL+6.500
DIP ND350
PCL+6.500
DIP ND250
PCL+6.215
DIP ND100
PCL+5.960
400
Manhole Cover(1)
Steel Steps
Flow Control Valve Chamber
1f
1bB
B
1500
1500
250
1200
2500
Grating(5)
2425250200
130024251300242513002002502425
1200
400
88
77 Grating(5)
Grating(5)
FF
(2g)
1200
1300
600
▽10.200
4950600
10 10
Grating(4)
Filter Sand
1000
600
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
400
1600
400
2400
400 1200 250 600 200 600 200 1200 250 1200 400
2700 1400300
1500
2000300 300
2600
App - 67
-
App - 68
-
▽9.456
▽9.456
▽5.900
▽5.500
▽4.700
▽4.100
400 1400 400
375
18@350=6300
375
300
3450
150
3450
1350
750
1350
1350
750
1350
1000
1450
1000
1000
1450
1000
▽7.800
▽9.900
▽9.900
9@350=3150350150
250
50
200
4 - 4 section
▽10.400
250250
600
▽7.800
▽10.400
▽6.000
300
300
Leveling Concrete
Handrail
2000
15300
1300
400
1600
400
7050
400
7050
400
1000
300
150 6200
▽3.700
5800 400
150
250
900
150
600
150
Manhole Cover (1)
18600
600
6050
400
19@300=5700 250
Steel Steps
1200
6050
100
300 600
4000
150 4400
300
4004000
250
900
150
600
150
250
Manhole Cover (1)
Steel Steps
Handrail
Handrail
Handrail
Non Reinforced Concrete
Non Reinforced Concrete
20013@300=3900
250
300
300
PVC ND100
800 150
▽9.100
600
▽PCL+4.350
DIP ND150
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
Wat
er T
reat
men
t Fac
ilitie
s Stru
ctur
e(3)
1:10
0
KT-
05
350
▽6.235
▽6.172
200
50
▽6.415
▽6.353
3985
4047 453
▽9.560
▽9.547
▽9.529
▽9.543
▽9.526
515
1400
150
1200
150
1200
150
1200
150
1450
▽9.488
▽9.497
▽9.500
▽9.510
▽9.512
Hole for Drain Gate
300*200H
300
500
200
▽10.400
350
3 - 3 section
500
▽7.800
300
▽ L
1b 600
▽9.179
▽ L
1a
600
▽9.197
▽ L
2d 600
▽9.150
▽ L
2c 600
▽9.162
Leveling Concrete
15300
400
7050
400
7050
400
Flocculation Basin No.2
Flocculation Basin No.1
Non Reinforced Concrete
▽L:Refer to K-WC-008
Handrail
Handrail
1000
6050
1200
6050
1000
4900
4500 400
▽5.500
150
800 150
600
▽9.600
1400
150
1200
150
1200
150
1200
150
1450
1725
3600
1725
▽5.900
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
Handrail
App - 69
-
▽9.900
FGL+7.800
150
1000
▽5.200
1000
150
150
3450
400
15300
1350
▽9.530
5 - 5 section
Handrail
3450
150
3450
750
1350
1350
750
1350
1350
750
1350
400
3450
5009@350=3150
9.900 ▽
150
700
150
▽9.530
1000
3025
250120
▽6.000
▽6.000
300
100
400
▽5.400
FGL+7.800
Handrail
6 - 6 section
▽9.900
FGL+7.800
150
1000
Handrail
▽5.630
ND200
2475
2100
2475
1300
250
FGL+7.800
400
7050
400
7050
400
15300
▽6.000
Handrail
Handrail
ND150,ND200
Pipe Support(SUS304)
PCL▽+7.200
▽7.000
300
300
9.280
▽▽
9.238
▽5.500
370250
120
300
300
▽5.000
▽5.100
300
▽4.800
100
3025
400
1200
Grating(3)
Grating(2)
4004700
5100
Leveling Concrete
350
300
350
Ladder (1)
Ladder (1)
Leveling Concrete
4800
4004400
▽5.230
300
300
3450
150
3450
1350
750
1350
1350
750
1350
Non Reinforced Concrete
1000
400
400
400
1000
150
700
150
150
3025
3025
400
800 150
600
▽9.100
800 150
600
▽9.100
PVC ND100
PVC ND100
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
Wat
er T
reat
men
t Fac
ilitie
s Stru
ctur
e(4)
1:10
0
KT-
06
375
8@350=2800
275
1350
750
1350
375
8@350=2800
275
1000
150
700
150
3450
150
3450
9.217
▽
1200
150 4120 400
4670
▽9.530
▽9.530
▽
9.280
▽
9.280720
720
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
▽9.900
FGL+7.800
1000
Handrail
▽9.100
1200
150
1950
Stage(Steel Stairs)
100
4800 400
5350
▽4.550
▽4.950
App - 70
-
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
Wat
er T
reat
men
t Fac
ilitie
s Stru
ctur
e(5)
1:10
0
KT-
07
▽8.340
▽9.400
▽9.900
▽8.340
2425
250
1000
200
1300
2425
1300
2425
1300
200
250
2425
1300
200
8 - 8 section
Leveling concrete
PCL+5.990
DIP ND350
▽5.340
▽5.740
Handrail
Grating (5)
▽9.900
FGL+7.800
400
14500
400
15300
500 1060
1560
1410 250 2350
150 4010 400
4560 100
Grating (4)
Grating (4)
Grating (4)
Grating (4)
13500
1000
2500
1000
2500
1000
2500
1000
1500
400
14500
400
15300
▽5.740
15300
Leveling concrete
400
14500
1410 250 2350
150 4010 400
4560 100
7 - 7 section
▽5.340
9150
400
14500
400
9650
13300
200
Grating (5)
Grating (5)
Grating (5)
4275
600
4275
FGL+7.800
FGL+7.800
FGL+7.800
Handrail
Handrail
Handrail
▽8.090
▽8.090
800 150
▽9.100
600
800 150
▽9.100
600
250
2425
250
1425
1000
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
400
App - 71
-
9 - 9 section
▽9.240
1000
1560 250 1210
250
540 400
▽8.340
▽5.690
▽8.090
▽6.090
4210
400
500
FILTER SAN D
▽9.140
▽8.140
310
2380
310
500
310
2380
310
500
310
2380
310
1000
400
600
150
250500250
2500
250
500250
2500
250500250
150600
400
15300
1150
2500
1000
1000
1000
310
500
FILTER SAN D
1150
FILTER SAN D
2380
310
2500
150600
400
500
▽9.900
FGL+7.800
▽9.900
FGL+7.800
▽6.630
▽6.880
FILTER SAN D
Handrail
Handrail
400
2000
200
2200
7450
▽7.228
▽8.050
▽4.940
11 - 11 section
Leveling concrete
Water proofing
Ladder(2)
Weir plate ▽7.141
FGL+7.800
460 6@300=1800 300
800
400
800
250
400
2000
1860 400 600
▽10.700
300 2350 250 2860 400
1009610
▽14.150
PVCφ200
SUSφ200
VENTILATOR
Air Blower Room
FGL+7.800
PCL 5.170
Ventilation flow Block
60
700
200
700
200
700
60
400
6650
400 150
150
3200250
200
concrete top▽
6.850
2500
170
320
200
700
700
200
700
2500
150
Filter Media Support
650
820
PLAN
▽6.090
Non-shrink Mortar
30
200
30
260 "a"
150
a
200
200
400
Water Proofing
Leveling concrete1200
11@200=2200100
900
1560150510 900
Filter Media Support
PVC ND100
150
800 150
600▽
9.100
DIP ND350
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
Wat
er T
reat
men
t Fac
ilitie
s Stru
ctur
e(6)
1:10
0
KT-
08
760
▽7.090
Manhole Cover (1)
Manhole Cover (2)
▽14.150
▽5.544
ND300
▽10.700
▽8.050
▽4.940
300 2350
9610
3200250
200
300 2810 400
100
FGL+7.800
FGL+7.800
500
1800
1700
1800
1700
1800
1700
1800
1700
9700
600
4200
Manhole Cover (1)
400
14500
400
10 - 10 section
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
▽9.100
200
1600
2000
400
15300
▽6.090
200
200
100
▽14.350
500
6650
7850
7050
8250
250
App - 72
-
A - A section
▽4.100
▽5.900
▽9.900
▽9.456
▽7.300
▽10.400
250
▽5.500
1500
150
1200
150
950
150
750
150600150500
400
900
400
6500
1300
B - B section
Handrail
600
300
ND150
ND250
400
1100
400
1900
5900
400
100
▽9.466
▽9.472▽
9.510
▽ L
1f
1g
after
Weir
before
Weir
▽9.529
200
300
350
No.
Inlet W.L.
(before Weir)
a
Width
500
Top of Concrete
▽
L
b500
c600
d600
e750
f750
g950
h950
Top elevation of concrete at Weir position
1400 400
Leveling Concrete
▽3.700
2@250
=500
PCL+4.350
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
Wat
er T
reat
men
t Fac
ilitie
s Stru
ctur
e(7)
1:10
0
KT-
09
▽11.000
Handrail
1700
1600
400
2000
400
900
▽5.500
5100
5500
9.547
9.529
9.512
9.500
9.482
9.474
9.466
9.461
8.597
8.579
8.562
8.550
8.532
8.524
8.516
8.511
Handrail
▽7.800
PCL▽+5.960
DIP ND100
▽5.900
▽5.500
400
1600
400
1600
400
2400
1700
150 1350 300 2700 400
4900
▽8.900
▽10.400
▽5.900
▽7.800
300
2600
1950
▽5.900
2400
2100
300
Leveling Concrete
250
300
300
400
400
600
1000
▽9.793
▽10.450
PCL▽+6.215
DIP ND250
150
600
▽9.600
800
600
▽9.600
150800
WL
▽10.400
4@300=
1200
200
200
800 10@400=4000
Opening 300*200H
PVC ND100
300
400
150 4950 400
5500
Manhole Cover (1)
900
150
600
150
150
400Steel Steps
6@300=2100 250
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
▽8.900
1000
Opening 300*200H
1400
Opening 300*200H
App - 73
-
Service Reservoir and Pumping Station
Scale=1/200
1400 1200200
1200
Manhole Cover-1
8650
4700
8650
22000
Manhole Cover-1
C L
200600
200
3001000300
1600
2000
200
600
200
300
1000
300
1600
2000
Ventilation Tower
200
600
200
100
1000
1000
2100
200
600
200
10001500
1750
1750
635
500
Manhole Cover-3
4002800
40034002@3600=7200
400 14400
400
3200
400
3200
400
3200
400
3200
400
3200
400
3200
400
G
CC
D
D
E
FF
G
PLAN
24700 3200
27900
HH
9500
22000
10300
Ventilation Tower
Manhole Cover-1
500
18001805
1000
1000
150
FGL+7.800
200 500
700
1000
425φ
150 425
200
600
200
150 850
7600 1600 1100
Manhole Cover-4
16951700
400
800
1600
800
800
1600
800
45504004550
80031506006003150800
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
APPROVED BY
Serv
ice
Res
ervo
ir an
d Pu
mpi
ng S
tatio
n St
ruct
ure(
1)
DESCRIPTION
KT-
10
1:20
0
1750
1200
1750
22001200
200
E
3400
400
3900
400
400
8250
8250
400
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
App - 74
-
Service Reservoir and Pumping Station
Scale=1/100
400
200
Manhole Cover-1
200
800
200
1200
17@300=5100
200 500
4500 500
5300
6000
300
300
300
300
▽7.300
LWL▽2.700
HWL▽6.500
360
720
360
1440
400
500
400
1300
4003840110150
200
W 1
▽2.000
▽1.600
▽1.000
PCL+1.900
▽2.500
Water Proofing
500200
700
1500635
500
Manhole Cover-3
400
400
3400
400
2800
400
3400
1100
2200
100
2100
500
1100
300
300
300
300
▽3.800
Water Proofing
3005003002900200
2200
300
▽8.100
Electrical Room
10001400
200
2500
FGL+7.800
▽13.750
Ventilation Wall
Ventilation Wall
400
9500
400
200
200
400
2005000750
5750 4700
5004200
G - G section
500 1000
700
▽▽
AA
BB
500 3800 200
PCL+2.850
100
1000
200
600
200
100
100
Leveling Concrete
▽3.900
100
300
100
Non Reinforced Concrete
10300
10450
Leveling Concrete
▽7.300 ▽3.300
400
100
6900
400
2300
DIP ND250
DIP ND350
500
950
PCL+6.220
DIP ND400
PCL+6.400
DIP ND150
See Architecture Drawing
300
200
150 600
800
3150
1600
3150
800
600
400
600
600
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
APPROVED BY
Serv
ice
Res
ervo
ir an
d Pu
mpi
ng S
tatio
n St
ruct
ure(
2)
DESCRIPTION
KT-
11
1:10
0
700
300
FGL+7.800
2@3600=7200
14000
3200
14800
9900
2600
7300
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
▽
+6.550
▽11.200
2700
FGL+7.800
1000
200
600
200
150 550
700
φ150
App - 75
-
700
1500
2000
1400
φ4400
2000
2000
5400
φ11200
OD10200
450450
1400
2200
φ5800
φ11200
400
φ1700
400
φ2500
▽HWL+29.00
300
300
Ventilator PVCφ
200
Ladder
Hand
rail
h=1.10m
300
1400
1500
▽LWL+25.00
5000
2500
4300
1000
300
Hand
rail
h=1.10mLanding
φ4002000
1400
▽+22.20
14400700
300
Leveling Concrete
Gravel(Maxφ
50)
▽FL+7.80 ▽+4.80
8600
400 φ1700 400
φ2500
Manhole Coverφ600
Water Proofing
600
φ9600
100
100
Ladder
150
Elevated Tank
Structure
Scale=1/200
φ200
with insect screen
1500 100
100
100
1000
Water Proofing
▽+18.20
1000
▽+18.20
300
300
600
1000
1000
4400
8001000
500
1000400010004000
9000
R9600
1300
▽+23.50
φ2400
1000
1400
1500
1000
1000
1000
6300
PROJECT
SCALE
DRAWING No
DATE
DATE
DESCRIPTION
PREPARED BY
APPROVED BY
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
1:20
0
KT-
12
100
700700
2000
10200
200
600
8600
600
200
5100
5100
600
200
4800▽
+13.201000
▽+29.80
8380
100
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
Elev
ated
Tan
k St
ruct
ure
App - 76
-
4000
11000
400
15400
B
A - A section
PLAN
3200
400
B
Stage
1300
1200
1050 150
1150
150
450
1300
1350
150
250
PLAN
Grating
2600 1400
1000
400
Ladder (2)
Ladder (1)
▽4.600
10003000
1200
1200
4000
11000
400
15400
Gate ND200
3200
400
1000
1100
1300
800
1150
150
1200
1501050
Stage
400
650 650
150
1150
600
1450
720
60
60
60060 60
720
1100
2050 700 1300 700
1100
1100
1300 700 1650
9200
400 4000 400 4000 400
1350 800 800 1050 13508008001050
Handrail
600400
Ladder(1)Ladder(3)
1200
Ladder(1) Ladder(3)
Ladder(2)
Ladder(1)
Handrail600
Handrail
DIP ND200
PCL+5.700
DIP ND200
PCL+6.200
DIP ND300
PCL+5.700
400 4000
1350 800 800 1050
400
1200
C
C
D
D
E E
①①
① - ①
450
Ladder(2)
Ladder(1)
650
500
400 8400 400
9200
450
2500
5550
DIP ND200
PCL+5.700
DIP ND200
PCL+6.200
DIP ND300
PCL+5.700
DIP ND300
PCL+5.700
DIP ND200
PCL+6.200
DIP ND200
PCL+5.700
ABC▽
5.450
▽PCL
ND
B
H
B
L
70
50
50
50
50 50
50
50
D13
D13@250
D13@250
D13
ND(mm)
PCL(m)
A
300
+5.700
B
C
200
200
+6.200
+5.700
B(mm)
500
L(mm)
600
H(mm)
100 650
150
500
500
500
500
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
DESCRIPTION
Dra
inag
e B
asin
Stru
ctur
e(1)
APPROVED BY
1:10
0,N
one
KT-
13
DIP ND300
PCL+5.700
2500
DIP ND250
PCL+5.700
DIP ND100
PCL+6.200
Grating
1450
600
1150
600
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
3200
400 1400
App - 77
-
B - B section
FGL+7.800
5600
6050
150 2500 250 2700
400
11000
400
3200
400
1200
1000
150
11400
4000
15400
250
FGL+7.800
5850 500
6600
1200
400
500
200
50
▽2.500
▽8.100
HWL▽5.100
▽2.000
Handrail
Handrail
▽1.500
▽8.100
1200
▽5.450
Gate DN200
300
150
FGL+7.800
FGL+7.800
450
6050
▽2.500
E - E section
PCL+5.700
PCL+6.200
PCL+5.700
1350
800
800
1050
50-200
400
4000
400
4000
400
9200
▽2.050
▽5.450
▽5.200
PCL+5.700
500
500
500
100
650
150
2650 250 2700
Ladder(2)
Ladder(1)
13501300
800
DIP ND300
1100 250
450
5600
Handrail
Handrail
150
▽2.050
HWL▽5.100
400
1100
PCL+6.200
DIP ND100
1150
150
C - C section
D - D section
Ladder(3)
300
300
300
300
Ladder(1)
Non Reinforced Concrete
t=50-200
Ladder(3)
Handrail
DIP ND200
DIP ND200
DIP ND300
Non Reinforced Concrete
t=50-200
Leveling Concrete
Leveling Concrete
Ladder(3)
3000
1000
FGL+7.800
FGL+7.800
▽8.100
250
9200
400
▽2.000
▽1.500
8400
400
Leveling Concrete
▽4.600
1100
1200
1050
150
Grating
600
1450
700
1300
700
1300
700
1650
Ladder(2)
300
5850 500
6600
3250 250 2350
HWL▽5.100
FGL+7.800
FGL+7.800
450
50-200
400
4000
400
▽8.100
150
Handrail
Handrail
300
300
300
300
Non Reinforced Concrete
t=50-200
Leveling Concrete
9200
Handrail
2600
1400
Non Reinforced Concrete
t=150
400
1000
3000
500 500
400
▽2.000
▽1.500
50
HWL▽5.100
PCL+5.700
DIP ND300
300
300
300
300
▽8.100
▽2.500
▽2.050
5600
6050
2400
PCL+5.700
DIP ND300PCL+6.200
DIP ND200
PCL+5.700
DIP ND200
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
DESCRIPTION
Dra
inag
e B
asin
Stru
ctur
e(2)
APPROVED BY
1:10
0
KT-
14
PCL+6.200
DIP ND100
1900
PCL+5.700
DIP ND250
300
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
1600
App - 78
-
PLAN
Scale=1/200
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
APPROVED BY
Lago
on S
truct
ure(
1)
DESCRIPTION
KT-
15
1:20
0
Lagoon
No.2
Base Concrete t=150-250
(Non Reinforced Concrete)
Lagoon
No.1
Lagoon
No.3
Lagoon
No.4
Crush Stone t=300-200
Gmax φ
40Washed Sand t=100
250
7000
250
7000
250
7000
250
7000
250
300
29250
300
250 20000 250
300 20500 300
300 250
1150
1700
BB
700
250
700
1650
A A
CC
D D
2000
3000
1300
1400
5850
1400
5850
1400
5850
1400
4300
200
1000
200
200
200
1000
200
200
1000
200
200
1000
3550
1000
200600 200
28750
250
250
1150250
700
2100
800200
1000
Perforated Pipe PVC ND100
1200
1400
Concrete Apron
Stop log 50W×
30H×
360L
Steel Steps
Handrail
Platform
Effluent 500W×600H
Grating (2)
Supernatant Water Catchment
Grating (1)
2000
2000
3000
2000
2000
3000
2000
2000
3000
2000
Drain Pipe ND200
"a"
"a" detail
Scale=1/50
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
FGL+7.800
▽8.30
PCL+7.45
PCL+7.30
PCL+6.40
200
600
200
1000
1000
200 600 200
Grating (2)
Waste Water Pit
ND200
PCL+6.400
ND200
PCL+7.300
1650 300
1950
200
600
200
1000
Steel Steps 450 3@300=900 300
Steel Steps
App - 79
-
A - A section
FGL+7.800
200
500
250
1150
FGL+7.800
600300
▽7.900
▽7.300
150300
100
250200100
250
20000
250
2370 300
1150
250
300
1700
2100
1770
▽9.670
1320500
▽WL9.170
Scale=1/100
▽7.850
200
800 1000
85 65100
20
1370
▽9.670
Grating(1)
1000 300 100 200
400
▽7.300
Steel Steps leveling concrete
t=0-100
800
200
60 140
1000
310 380 310
65
Steel Steps
350 300 350
60 500 500 60
200 1000 200
300300
▽8.300
CC FGL+7.800
C - C section
Stop log 50W×
30H×
360L
PLAN
Supernatant Water Catchment
Scale=1/50
310 300760
2370
Washed Sand t=100
Crush Stone t=300-200
Perforated Pipe PVC ND100 Base Concrete t=150-250
Non Reinforced Concrete
t=0-100
Grating(2)
1000
L-50*50*6
L-50*50*6
550*995
▽9.670
Stop log 50W×
30H×
360L
2370 300
B - B section
Scale=1/50
▽7.300
500
250
250
400
500
262
238
250 250
Valve Support and Apron
Scale=1/50
Concrete Apron
(Non Reinforced Concrete)
500
400
200
PLAN
D - D section
DD
250
250
▽9.670
500
FGL+7.800
1100
1350
100
1150
100
250
1100
Steel Steps
Handrail
Scale=1/50
PlatformLeveling
Concrete
Gravel (Max.φ
50)
Leveling
Concrete
Gravel (Max.φ
50)
Concrete Apron
(Non Reinforced Concrete)
▽9.670
▽WL9.170
▽7.850
▽7.300
(Non Reinforced Concrete)
Gmax φ40
Leveling Concrete
Gravel(Max.φ50)
Leveling Concrete
Gravel(Max.φ50)
Leveling Concrete
Gravel(Max.φ50)
1650
700
250
700
Leveling
Concrete
Gravel (Max.φ
50)
▽7.300
▽9.670
FGL+7.800
▽7.300
▽7.850
2670
2170 300
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
APPROVED BY
Lago
on S
truct
ure(
2)
DESCRIPTION
1:10
0,1:
50
KT-
16
4@300=1200 570
1770
2370 300
2670
1820
5@300=1500 320
600
150
Grating(2)
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
Chemical Anchor M-10 L=100
L-50*50*6
Chemical Anchor M-10 L=100
App - 80
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Loca
tion
Map
for D
istri
butio
n Pi
pe L
ine
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:50
000
G-0
1
WSP1 RW
SP
WSP
2
WSP3
WSP4
WSP5
WSP6
WSP
7
WSP8
WSP
9 WSP
10
WSP
11
WSP12
WSP13
WSP14
WSP15
WSP16
WSP17
WSP18
WSP1
9
WSP
20
WSP21
WSP22
WSP23
DP
PLA
N-1
PLA
N-2
PLA
N-3
PLA
N-4
PLA
N-5
PLA
N-6
PLA
N-7
PLA
N-8
PLA
N-9
PLA
N-10
PLA
N-11
PLA
N-12
PLA
N-13
PLAN-14
PLAN-15
PLAN-16
Reh
abil
ita
tion
Wate
r Pi
pe
App - 81
-
App - 82
-
App - 83
-
App - 84
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp
MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(4)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-05
KEY
PLA
N
PLA
N-4
App - 85
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp
MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(5)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-06
KEY
PLA
N
PLA
N-5
App - 86
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp
MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(6)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-07
KEY
PLA
N
PLA
N-6
App - 87
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(7)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-08
KEY
PLA
N
PLA
N-7
App - 88
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(8)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-09
KEY
PLA
N
PLA
N-8
App - 89
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp
MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(9)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-10
KEY
PLA
N
PLA
N-9
App - 90
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(10
)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-11
KEY
PLA
N
PLA
N-10
App - 91
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp
MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(11
)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-12
KEY
PLA
N
PLA
N-11
App - 92
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(12
)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-13
KEY
PLA
N
PLA
N-12
App - 93
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu
tion
Pipe
Pla
n(13
)
NIH
ON
SU
IDO
CO
NSU
LTA
NTS
CO
., LT
D.
WA
TER
AN
D S
EWER
BU
REA
U, C
ITY
OF
KIT
AK
YU
SHU
MIN
ISTR
Y O
F IN
DU
STR
Y &
HA
ND
ICR
AFT
1:80
00
KD
-14
KEY
PLA
N
PLA
N-13
App - 94
-
LEG
END
Asp
hal
t N
ati
ona
l R
oad
Roa
d S
hou
lde
r
Sid
ewa
lk
Pav
eme
nt
Un-
pav
eme
nt
Roa
d
Con
cre
te
IS
Inv
ert
ed
Sip
hon
ISR
Inv
ert
ed
sip
hon
Ra
ilw
ay
BAP
Bri
dge
-at
tac
hed
Pi
pe
PB
Pip
e B
eam
DR
Dra
in
Pip
e
RE
Red
uce
r
T BF
Val
ve
FSo
V A H
FSp
MA
SFAbb
rev
iat
ion
SP
Sec
ond
ary
Pi
pe
Tee
Fla
nge
Ad
apt
or
Stu
b F
lan
ge
CF
Con
nec
tin
g F
itt
ing
s
Air
Va
lve
Bla
nk
Fla
nge
Fla
nge
d S
ock
et
Fla
nge
d S
pig
ot
Fir
e H
ydr
ant
PC
Pip
e-c
utt
ing
Fi
tti
ngs
PE
Pip
e-e
nd
Fit
tin
gs
Typ
e o
f D
iam
ete
r
DIP
:ND
500
DIP
:ND
400
DIP
:ND
350
DIP
:ND
300
DIP
:ND
250
DIP
:ND
200
HDP
E:N
D(O
D)2
25
HDP
E:N
D(O
D)1
60
HDP
E:N
D(O
D)1
10
HDP
E:N
D(O
D)6
3h=1
.20
m
h=0
.80
m
h=0
.80
m
h=1
.20
m
h=1
.20
m
Exi
sti
ng
Pip
e
Met
er
MFRE
Fla
nge
d R
edu
cer
TP
Typ
e o
f P
ave
men
t
Asp
hal
t C
ity
Ro
ad
h=1
.20
m
OC
Ove
r C
ros
s
PRO
JECT
SCA
LE
DRA
WING
No
DAT
E
DAT
EDES
CRIP
TION
PRE
PARE
D BY
APP
ROVE
D BY
THE
PRO
JEC
T FO
R E
XPA
NSI
ON
AN
D IM
PRO
VEM
ENT
OF
WA
TER
SU
PPLY
SY
STEM
S IN
KA
MPO
T A
ND
SIH
AN
OU
K V
ILLE
Dis
tribu