-
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
-
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
General Layout of Kampot
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:50000
G-01
WSP1RWSP
WSP2
WSP3
WSP4
WSP5
WSP6
WSP7
WSP8
WSP9
WSP10
WSP11
WSP12
WSP13
WSP14
WSP15
WSP16
WSP17
WSP18
WSP19
WSP20
WSP21
WSP22 WSP2
3
DPTreatment Facility
Intake Facility
Ex.Treatment Facility
Ex. Intake Facility
PLAN-11
Rehabilitation Water Pipe
App - 62
-
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Raw Water Pump StationGeneral Plan
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:200
KI-01
App - 63
-
Scale=1/100
A-A
+9.50
Y=0.0
+6.00
0.00 0.00
LWL+0.797
HWL+5.920
PCL+2.053
PCL+0.047
+6.50
PCL+0.20
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU 1:100
KI-02
+9.65
-0.35-0.55
DIPφ500
DIPφ500
Raw Water Pump Station
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
Raw Water Pump Station Facilities Structure
App - 64
-
N
PROJECT
SCALE
1:500
DRAWING No
DATE
DATE
PREPARED BY
APPROVE BY
KT-01MINISTRY OF INDUSTRY & HANDICRAFTTHE PROJECT FOR
EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS IN KAMPOT AND
SIHANOUK VILLE NIHON SUIDO CONSULTANTS CO., LTD.
WATER AND SEWER BUREAU, CITY OF KITAKYUSHUWater Treatment Plant
General Plan
DESCRIPTION
App - 65
-
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Flow Diagram of Kampot Water Treatment Plant
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
NONE
KT-02
App - 66
-
2800
200
600
400
400
7050
400325015012004001100
250
250
21500
375
18@3500=6300
375
Porous Concrete t=70
Gravel(6～8mm)t=20
9
400
7050
400
7050
400
1450
1000
1350
750
1350
800 1200
CC
A
A
11
3025
3025
150
700
150
1000
21500
1500 4000
375
18@350=6300
375
300
300
4000 10000
900 400
17006500
1400
150
2550
150
2800
300
▽9.900
400
6650
400
7450
15300
400 2000 400 2800 300 7000 300 1200
16250
2500
250
500
250
250
500
400
DD
11
11
1300 300
1200300
VENTILATOR
Flocculation BasinSedimentation BasinFilter 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
45
5669
Steel Steps N=12
Roof Drain
Downpipe ND100 SUS304
2600 3@300=900
202490 7490
Exp.J
Exp.J
E
400
400
16002000
3800
DIP ND350
2500
250
500
250
2500
250
500
250
2500
250500
400
1300
200
1000
2500
1000
2500
1000
1000
1500
2800
2325
400
300
Grating(1)
150
(2a)(2e)
(2b)(2f)
(2c)
(2d)(2h)
H HG G
500
500
Roof DrainDownpipe ND100 SUS304
Roof Drain
Downpipe ND100 SUS304
Grating(4)
Grating(4)
300
7850
1200
7450
400
Elastic Filler
700
400
Grating(2)
1000
Ladder(1)
400
150
3450
1000
1000
Grating(3)
Ladder(1)
1000
Handrail
▽9.900
Ladder(1)
Handrail
600
1300
Manhole Cover(1)
Steel Steps
Steel Steps
540120
300120
2503500
12150
3000400
45001200
1200
1200 5800
▽9.600
▽9.100
▽9.100
600 600
600
600
▽9.100
600
▽9.100
PCL+5.170
2325
DIP ND350
PCL+5.990
DIP ND200
PCL+7.200
1200 3800 3@300
=900
120010@300=3000
1200
1000
300
1430020
600 3770 600
1500
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BYMINISTRY OF INDUSTRY & HANDICRAFT
Water Treatment Facilities Structure( 1)
1:150
KT-03
Slit Plate t=60
Slit Plate t=60250
Air Dispersing Pipe t=110
Air Dispersing Pipe t=110
Supporting Beam
1700300 1100 300
1c1g
1a1e
1d1h
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
4100
2600
300
▽10.400
▽11.000
▽11.000
950150
750150
600150500
3250
3650
2100 300
2400
300
1000
▽10.400
2500
22
DIP ND200PCL+6.500
DIP ND350PCL+6.500
DIP ND250PCL+6.215
DIP ND100PCL+5.960
400
Manhole Cover(1)
Steel Steps
Flow Control Valve Chamber
1f 1b
B
B
1500
1500
250 1200
2500
Grating(5)
2425
250200
1300
2425
1300
2425
1300
200 250
2425
1200 400
88
77
Grating(5)
Grating(5)
FF(2g)
1200
1300
600
▽10.200
4950
600
10
10
Grating(4)
Filter Sand
1000600
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE NIHON SUIDO CONSULTANTS CO., LTD.
WATER AND SEWER BUREAU, CITY OF KITAKYUSHU
400 1600 400
2400
400
1200
250
600
200
600
200
1200
250
1200
400
2700
1400
3001500
2000
300
300
2600
App - 67
-
App - 68
-
▽9.456 ▽9.456
▽5.900
▽5.500
▽4.700
▽4.100
400
1400
400
37518@350=6300375
300
34501503450
1350750135013507501350
100014501000100014501000
▽7.800
▽9.900 ▽9.900
9@350=3150
350
150
250
50 200
4 - 4 section
▽10.400
250
250
600
▽7.800
▽10.400
▽6.000
300
300
Leveling Concrete
Handrail
2000153001300
4001600400705040070504001000300
150
6200
▽3.700
5800
400
150
250900
150600150
Manhole Cover (1)
18600
6006050
400
19@300=5700
250
Steel Steps
12006050
100300
600
4000150
4400
300
400
4000
250
900
150600150
250
Manhole Cover (1)
Steel Steps
Handrail
Handrail Handrail
Non Reinforced Concrete
Non Reinforced Concrete
200
13@300=3900
250 300
300
PVC ND100
800
150
▽9.100
600
▽PCL+4.350
DIP ND150
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
Water Treatment Facilities Structure(3)
1:100
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
14001501200150120015012001501450
▽9.488 ▽9.497 ▽9.500 ▽9.510 ▽9.512
Hole for Drain Gate300*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.2Flocculation Basin No.1
Non Reinforced Concrete
▽L:Refer to K-WC-008
Handrail Handrail
1000 6050 1200 6050 1000
49004500
400▽5.500
150
800
150
600
▽9.600
1400 150 1200 150 1200 150 1200 150 1450
172536001725
▽5.900
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
Handrail
App - 69
-
▽9.900
FGL+7.800
150
1000
▽5.200
1000
150
1503450400
15300
1350
▽9.530
5 - 5 section
Handrail
34501503450
750135013507501350
13507501350
4003450
500
9@350=3150
9.900 ▽150700150
▽9.530
10003025
250
120
▽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 24751300
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
370
250
120
300
300
▽5.000 ▽5.100
300
▽4.800
100
3025
400
1200
Grating(3)Grating(2)
400
4700
5100
Leveling Concrete
350300350
Ladder (1)Ladder (1)
Leveling Concrete
4800
400
4400
▽5.230
300
300
3450 150 3450
1350 750 1350 1350 750 1350 Non Reinforced Concrete
1000
400400400
1000150700150
150
3025 3025
400
800
150
600
▽9.100
800
150
600
▽9.100
PVC ND100
PVC ND100
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
Water Treatment Facilities Structure(4)
1:100
KT-06
375 8@350=2800
275
1350 750 1350
3758@350=2800
275
1000
150700150
34501503450
9.217
▽
1200
150
4120
400
4670
▽9.530▽9.530
▽
9.280
▽
9.280
720
720
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
▽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
DATEDESCRIPTION
PREPARED BY
APPROVED BY
Water Treatment Facilities Structure(5)
1:100
KT-07
▽8.340
▽9.400
▽9.900
▽8.340
2425
250
1000
20013002425130024251300200
250
2425
1300200
8 - 8 section
Leveling concrete
PCL+5.990DIP ND350
▽5.340
▽5.740
Handrail
Grating (5)
▽9.900
FGL+7.800
40014500400
15300
500
1060 1560
1410
250
2350
150
4010
400
4560
100
Grating (4)Grating (4)Grating (4)Grating (4)
13500
10002500100025001000250010001500
40014500400
15300
▽5.740
15300
Leveling concrete40014500
1410
250
2350
150
4010
400
4560
100
7 - 7 section
▽5.340
9150
40014500400
9650
13300 200
Grating (5)Grating (5)Grating (5)
42756004275
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
2502425 250 1425 1000
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
WATER AND SEWER BUREAU, CITY OF KITAKYUSHUNIHON SUIDO
CONSULTANTS CO., LTD.
400
App - 71
-
9 - 9 section
▽9.240
10001560
250
1210
250
540
400
▽8.340
▽5.690
▽8.090
▽6.090
4210
400500
FILTER SAND
▽9.140
▽8.140
3102380
310500
3102380
310500
3102380310
1000
400 600
150 250500
250
2500
250
500250
2500
250500
250 150600 400
15300
1150 2500 1000 1000 1000
310500
FILTER SAND
1150
FILTER SAND
2380310
2500
150600
400 500
▽9.900
FGL+7.800
▽9.900
FGL+7.800
▽6.630▽6.880
FILTER SAND
HandrailHandrail
40020002002200
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
250400 2000
1860
400
600
▽10.700
300
2350
250
2860
400
100
9610
▽14.150
PVCφ200
SUSφ200 VENTILATOR
Air Blower Room
FGL+7.800
PCL 5.170
Ventilation flow Block
60 700 200 700 200 70060
400 6650 400
150150
3200
250200
concrete top▽6.850
2500
170
320
200 700700200700
2500
150
Filter Media Support
650 820
PLAN
▽6.090
Non-shrink Mortar
30 200 30
260
"a"
150
a
200
200
400Water Proofing
Leveling concrete
1200
11@200=2200
100
900 1560
150
510
900
Filter Media Support
PVC ND100
150
800
150
600
▽9.100
DIP ND350
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
Water Treatment Facilities Structure(6)
1:100
KT-08
760
▽7.090
Manhole Cover (1)Manhole Cover (2)
▽14.150
▽5.544ND300
▽10.700
▽8.050
▽4.940
300
2350
9610
3200
250 200
300
2810
400
100
FGL+7.800FGL+7.800
50018001700180017001800170018001700
97006004200
Manhole Cover (1)
400 14500
400
10 - 10 section
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
▽9.100
200 1600
2000
400
15300
▽6.090
200200
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 950150
750150
600150
500 400 900 400
6500 1300
B - B section
Handrail
600300
ND150 ND250
400 1100 400
1900 5900 400 100
▽9.466 ▽9.472▽9.510
▽ L
1f1g
after
Weir
before
Weir▽9.529
200
300
350
No.Inlet W.L.(before Weir)
a
Width
500
Top of Concrete ▽ L
b 500
c 600
d 600
e 750
f 750
g 950
h 950
Top elevation of concrete at Weir position
1400
400
Leveling Concrete
▽3.700
2@250
=500
PCL+4.350
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
Water Treatment Facilities Structure(7)
1:100
KT-09
▽11.000
Handrail
1700
1600 400
2000
400900
▽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▽+5.960DIP ND100
▽5.900
▽5.500
400
1600 400
1600 400
2400
1700
150
1350
300
2700
400
4900
▽8.900
▽10.400
▽5.900
▽7.800300
2600
1950
▽5.900
2400
2100 300
Leveling Concrete
250
300
300
400
400 600
1000
▽9.793
▽10.450
PCL▽+6.215DIP ND250
150
600
▽9.600
800
600
▽9.600
150
800
WL
▽10.400
4@300=1200
200200
800
10@400=4000
Opening 300*200H
PVC ND100
300
400
150
4950
400
5500
Manhole Cover (1)
900
150 600 150
150
400
Steel Steps
6@300=2100
250
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
▽8.900
1000
Opening 300*200H
1400
Opening 300*200H
App - 73
-
Service Reservoir and Pumping StationScale=1/200
1400
1200
200 1200Manhole Cover-1
8650 4700 8650
22000
Manhole Cover-1CL
200 600200
300
1000
300
1600
2000
200600
200
3001000300
1600
2000
Ventilation Tower
200600
200
100
1000 1000
2100
200600 200
1000
1500
1750 1750
635
500
Manhole Cover-3
400
2800
400
3400
2@3600=7200
400
14400
400 3200 400 3200 400 3200 400 3200 400 3200 400 3200 400
G
C C
D
D
E
F F
G
PLAN
24700
3200
27900
HH
9500
22000
10300
Ventilation Tower
Manhole Cover-1
500
1800
1805
1000
1000
150
FGL+7.800200
500700
1000
425φ150
425
200 600200
150
850
7600
1600
1100
Manhole Cover-4
1695
1700
400
800 1600 800 800 1600 800
4550
400
4550
800
3150
600
600
3150
800
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
APPROVED BY
Service Reservoir and Pumping Station Structure(1)
DESCRIPTION
KT-10
1:200
175012001750
2200
1200200
E
3400
4003900400 40082508250400
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
App - 74
-
Service Reservoir and Pumping StationScale=1/100
400
200
Manhole Cover-1
200
800200
1200
17@300=5100
200
500
4500
500
53006000
300
300
300
300
▽7.300
LWL▽2.700
HWL▽6.500360 720 360
1440
400 500 400
1300
400
3840
110150
200
W1
▽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
300
500
300
2900
200
2200
300
▽8.100
Electrical Room
1000
1400
2002500
FGL+7.800
▽13.750
Ventilation WallVentilation Wall
400 9500 400
200 200
400
200
5000
750
5750
4700
500
4200
G - G section
500
1000
700
▽
▽
AA
BB
500
3800
200
PCL+2.850
100
1000200600200100 100
Leveling Concrete
▽3.900 100
300100Non Reinforced Concrete
10300
10450
Leveling Concrete
▽7.300
▽3.300
400 100
6900 400
2300
DIP ND250
DIP ND350
500950
PCL+6.220DIP ND400
PCL+6.400DIP 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
Service Reservoir and Pumping Station Structure( 2)
DESCRIPTION
KT-11
1:100
700
300
FGL+7.800
2@3600=7200
14000
3200 14800 9900
2600 7300
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE NIHON SUIDO CONSULTANTS CO., LTD.
WATER AND SEWER BUREAU, CITY OF KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
▽
+6.550
▽11.200
2700
FGL+7.800
1000
200 600 200
150
550 700φ150A
pp - 75
-
700
1500
2000 1400 φ4400
2000
2000
5400
φ11200
OD1020
0
450450
1400
2200
φ5800
φ11200
400 φ1700 400
φ2500
▽HWL+29.00
300
300
Ventilator PVCφ200
Ladder
Hand railh=1.10m
300
14001500
▽LWL+25.00
5000
2500
4300
1000
300
Hand railh=1.10m
Landing
φ4002000
1400
▽+22.20
14400
700
300
Leveling Concrete
Gravel(Maxφ50)
▽FL+7.80
▽+4.80
8600
400
φ1700
400
φ2500
Manhole Coverφ600
Water Proofing
600
φ9600
100 100
Ladder
150
Elevated TankStructure Scale=1/200
φ200
with insect screen
1500
100 100100
1000
Water Proofing
▽+18.20
1000
▽+18.20
300300
6001000
1000
4400
800
1000500
1000
4000
1000
4000
9000
R9600
1300
▽+23.50
φ2400 1000 1400 1500 10001000
1000
6300
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU 1:200
KT-12
100
700700
2000
10200
200 600 8600 600 200
5100 5100
600 200
4800
▽+13.20
1000
▽+29.80
8380
100
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
Elevated Tank Structure
App - 76
-
4000 11000 400
15400
B
A - A section
PLAN
3200 400
B
Stage
1300
1200
1050
150
1150 150
4501300
1350
150
250
PLAN
Grating
2600
1400
1000
400
Ladder (2)
Ladder (1) ▽4.600
1000
3000
1200
1200
4000 11000 400
15400
Gate ND200
3200 400
1000
1100 1300 800
1150 150
1200
150
1050
Stage
400
650
650
150
11506001450
720
60 60
600
60
60
720
1100
2050
700
1300
700
1100
11001300
700
1650
9200
400
4000
400
4000
400
1350
800
800
1050
1350
800
800
1050
Handrail
600
400
Ladder(1)
Ladder(3)
1200
Ladder(1)Ladder(3)Ladder(2)
Ladder(1)
Handrail
600
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
EE
① ①
① - ①
450
Ladder(2)Ladder(1)
650 500400
8400
400
9200
450
25005550 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
A
B
C▽5.450
▽PCL
ND
B
HB
L
70
50 50
50
50
50
5050
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
Drainage Basin Structure(1)
APPROVED BY
1:100,None
KT-13
DIP ND300
PCL+5.700
2500
DIP ND250
PCL+5.700
DIP ND100
PCL+6.200
Grating
1450 600 1150
600
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
3200
400
1400
App - 77
-
B - B section
FGL+7.800
5600
6050
150
2500
250
2700
400110004003200400
12001000
150
114004000
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+7.800FGL+7.800
450
6050
▽2.500
E - E section
PCL+5.700
PCL+6.200
PCL+5.700
13508008001050
50-200
40040004004000400
9200
▽2.050
▽5.450▽5.200
PCL+5.700
500500500
100
650
150
2650
250
2700
Ladder(2)
Ladder(1)
1350
1300 800
DIP ND300
1100
250
450
5600
Handrail
Handrail
150
▽2.050
HWL▽5.100
4001100
PCL+6.200DIP 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)
30001000
FGL+7.800FGL+7.800▽8.100
250
9200
400
▽2.000
▽1.500
8400 400Leveling Concrete
▽4.600
1100
1200
1050 150
Grating
600 1450 700 1300 700 1300 700 1650Ladder(2)
300
5850
500
6600
3250
250
2350
HWL▽5.100
FGL+7.800 FGL+7.800
45050-200
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
40010003000
500
500
400
▽2.000
▽1.500
50
HWL▽5.100
PCL+5.700DIP ND300
300
300300
300
▽8.100
▽2.500
▽2.050
5600
6050
2400
PCL+5.700DIP ND300
PCL+6.200DIP ND200
PCL+5.700DIP ND200
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
DESCRIPTION
Drainage Basin Structure(2)
APPROVED BY
1:100
KT-14
PCL+6.200DIP ND100
1900
PCL+5.700DIP ND250
300
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
1600
App - 78
-
PLANScale=1/200
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
APPROVED BY
Lagoon Structure(1)
DESCRIPTION
KT-15
1:200
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 φ40 Washed 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
B B
700
250
700
1650
AA
CC
DD
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
200600200
28750250 250
1150250700
2100
800
200
1000
Perforated Pipe PVC ND100
1200 1400
Concrete Apron
Stop log 50W×30H×360L
Steel Steps
Handrail
Platform
Effluent 500W×600HGrating (2)
Supernatant Water CatchmentGrating (1)
2000 2000 3000 2000 2000 3000 2000 2000 3000 2000
Drain Pipe ND200
"a"
"a" detailScale=1/50
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
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
600
300
▽7.900
▽7.300
150
300 100
250
200
100
25020000250
2370
300
1150
250
300
1700 2100
1770
▽9.670
1320
500
▽WL9.170
Scale=1/100
▽7.850
200800
1000
8565100
20
1370
▽9.670
Grating(1)
1000
300
100
200
400
▽7.300
Steel Steps
leveling concrete t=0-100
800 200
60140
1000
310
380
310
65
Steel Steps
350
300
350
60
500
500
60
200
1000
200
300
300
▽8.300
C C
FGL+7.800
C - C section
Stop log 50W×30H×360L
PLAN
Supernatant Water CatchmentScale=1/50
310
300
760
2370
Washed Sand t=100Crush Stone t=300-200
Perforated Pipe PVC ND100
Base Concrete t=150-250Non 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 sectionScale=1/50
▽7.300
500250250
400
500
262238
250
250
Valve Support and ApronScale=1/50
Concrete Apron
(Non Reinforced Concrete)
500
400
200
PLAN
D - D section
D D
250250
▽9.670
500
FGL+7.800
1100
1350
100 1150 100
2501100
Steel Steps
Handrail
Scale=1/50Platform
Leveling Concrete
Gravel (Max.φ50)Leveling Concrete
Gravel (Max.φ50)
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.φ50)
▽7.300
▽9.670
FGL+7.800
▽7.300
▽7.850
2670
2170
300
PROJECT
SCALE
DRAWING No
DATE
DATE
PREPARED BY
APPROVED BY
Lagoon Structure(2)
DESCRIPTION
1:100,1:50
KT-16
4@300=1200
570
1770
2370
300
2670
1820
5@300=1500
320
600
150
Grating(2)
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
MINISTRY OF INDUSTRY & HANDICRAFT
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
Chemical Anchor M-10 L=100
L-50*50*6
Chemical Anchor M-10 L=100
App - 80
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Location Map for Distribution Pipe Line
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:50000
G-01
WSP1RWSP
WSP2
WSP3
WSP4
WSP5
WSP6
WSP7
WSP8
WSP9
WSP10
WSP11
WSP12
WSP13
WSP14
WSP15
WSP16
WSP17
WSP18
WSP19
WSP20
WSP21
WSP22 WSP2
3
DP
PLAN-1
PLAN-2
PLAN-3
PLAN-4
PLAN-5 PLAN-6
PLAN-7
PLAN-8
PLAN-9
PLAN-10
PLAN-11
PLAN-12
PLAN-13
PLAN-1
4
PLAN-1
5
PLAN-1
6
Rehabilitation Water Pipe
App - 81
-
App - 82
-
App - 83
-
App - 84
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(4)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-05
KEY PLAN
PLAN-4
App - 85
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(5)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-06
KEY PLAN
PLAN-5
App - 86
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(6)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-07
KEY PLAN
PLAN-6
App - 87
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(7)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-08
KEY PLAN
PLAN-7
App - 88
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(8)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-09
KEY PLAN
PLAN-8
App - 89
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(9)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-10
KEY PLAN
PLAN-9
App - 90
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(10)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-11
KEY PLAN
PLAN-10
App - 91
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(11)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-12
KEY PLAN
PLAN-11
App - 92
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(12)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-13
KEY PLAN
PLAN-12
App - 93
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(13)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:8000
KD-14
KEY PLAN
PLAN-13
App - 94
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(14)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:4000
KD-15
KEY PLAN
PLAN-14
App - 95
-
LEGEND
Asphalt National Road
Road Shoulder
Sidewalk Pavement
Un-pavement Road
Concrete
IS Inverted Siphon
ISR Inverted siphon Railway
BAP Bridge-attached Pipe
PB Pipe Beam
DR Drain Pipe
RE Reducer
T
BF
Valve
FSo
V
A
H
FSp
MA
SF
Abbreviation
SP Secondary Pipe
Tee
Flange Adaptor
Stub Flange
CF Connecting Fittings
Air Valve
Blank Flange
Flanged Socket
Flanged Spigot
Fire Hydrant
PC Pipe-cutting Fittings
PE Pipe-end Fittings
Type of Diameter
DIP:ND500
DIP:ND400
DIP:ND350
DIP:ND300
DIP:ND250
DIP:ND200
HDPE:ND(OD)225
HDPE:ND(OD)160
HDPE:ND(OD)110
HDPE:ND(OD)63h=1.20m
h=0.80m
h=0.80m
h=1.20m
h=1.20m
Existing Pipe
MeterM
FRE Flanged Reducer
TP Type of Pavement
Asphalt City Road
h=1.20m
OC Over Cross
PROJECT
SCALEDATE
DESCRIPTION
PREPARED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Distribution Pipe Plan(15)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
1:4000
KD-16DRAWING NoDATEAPPROVED BY
KEY PLAN
PLAN-15
App - 96
-
App - 97
-
(TP: 3)
*1 Depth of cover : Depend on the site condition.
Typical Drawing for Pipe Laying
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Typical Drawing for Pipe Laying (1)
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
None
TYP-01
App - 98
-
App - 99
-
App - 100
-
A
PC-1(Pipe cutting fittings-1)
1
1
2
1
1
2
1
1
1
1
1
2
PE-1(Pipe end fittings-1)
Typical Drawing for Connecting
IS(Inverted siphon) IS(Inverted siphon)
PC-2(Pipe cutting fittings-2) PE-2(Pipe end fittings-2)
A
0.12rall
4
10
1
1
1
1
1
A
2
3
6
ISR(Inverted Siphon Railway)
A
ISR(Inverted Siphon Railway)
Ball Valve
Double Socket Bend
Double Socket Tee
Air Valve
Flange Joint
Flange Extension Pipe
Flange Extension Pipe
Diameter NumberJoint Type
HDPE
25
80×100H
4
10
1
Ball Valve 1
1
1
Restrained Coupling
1
2
3
6
Double Socket Bend
Double Socket Tee
Collar
Restrained Coupling
Air Valve
Flange Joint
Flange Extension Pipe
Flange Extension Pipe
Diameter NumberJoint Type
DIP(T)
DIP(K)
25
80×100H
80×500H
200～500
200～500
200～500
200～500
200～500
DIP(T)
DIP(T)
DIP(K)
HDPE
4
1
1
1
1
1
2
63～225×80
63～225 Ball Valve
Restrained Coupling
Double Socket Bend
Double Socket Tee
Collar
Restrained Coupling
Air Valve
Flange Joint
Flange Extension Pipe
Flange Extension Pipe
Diameter NumberJoint Type
DIP(T)
DIP(K)
25
80×100H
200～500
200～500
200～500
200～500
200～500
DIP(T)
DIP(T)
DIP(K)
4
1
1
1
1
1
2
1
Ball Valve
Double Socket Bend
Double Socket Tee
Air Valve
Flange Joint
Flange Extension Pipe
Flange Extension Pipe
Diameter NumberJoint Type
HDPE
25
80×100H
HDPE 63～225×80
63～225
Socket HDPE 63～225
Restrained Coupling
Material
Restrained Coupling
Flange Joint
Diameter NumberJoint Type
200～500
200～500
200～500
DIP(T)
DIP(K)
Flanged Spigot DIP(T)
Valve
200～500
200～500
Stub Flange
Flange Joint
Diameter NumberJoint Type
63～225
HDPE 63～225
63～225
Socket HDPE 63～225
Valve 63～225
Material Diameter NumberJoint Type
Straight Pipe
Material Material Material Material
Material
Double Socket Tee
Mechanical Adapter
Stub Flange
Socket
Cap
Valve
2
1
1
1
1
1
1
1HDPE
HDPE
HDPE
HDPE
80～225
63
63～225
63～225
63～225
63～225
63～225
63～225
63～225
0.12rall
Material Diameter NumberJoint Type
Double Socket Tee
Mechanical Adapter
Stub Flange
Socket
Cap
Valve
2
1
1
1
1
1
1
1
HDPE
HDPE
HDPE
80～225
63
63～225
63～225
63～225
63～225
63～225
63～225
63～225
Double Socket Reducer HDPE 63～225 1
Mechanical Adapter
Flanged Socket DIP(T) 200～500
HDPE
HDPE
HDPE
Collar DIP(K) 200～500
200～500×45° 63～225×45° 200～500×45° 63～225×45°
Flange Joint
Flange Joint
OC-2(Over Cross)
Double Socket Bend
Diameter NumberJoint Type
HDPE
Material
63～225×45° 4
(h=1.20m)80×150H(h=0.80m)
80×500H(h=1.20m)80×150H(h=0.80m)
80×500H(h=1.20m)80×150H(h=0.80m)
80×500H(h=1.20m)80×150H(h=0.80m)
HDPE
Straight Pipe HDPE
HDPE
PC-3(Pipe cutting fittings-1)
1
1
Diameter NumberJoint Type
Socket HDPE 63～225
Material
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Typical Drawing for Pipe Laying (4)Connecting
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
None
TYP-04
App - 101
-
New PIpe
Ex.Pipe
CF-1(Connecting fittings-1)
1
2
1
2
2
1
1
1
2
6
New Pipe Diameter
Ex.Diameter
New PIpe
2
2
2
1
1
1
Ex.Pipe
1
New PIpe
3
1
1
1
Ex.Pipe
1
1
1
New×Ex
Ex.Diameter
New Pipe Diameter
Ex.Diameter
1
11 2
2New PIpe
2
1
1
1
Ex.Pipe
1
2
1
New×Ex
Ex.Diameter
New Pipe Diameter
Ex.Diameter
1
3
1
2
2 Ex.Diameter
Ex.Diameter
New PIpe
New PIpe
New PIpe
New PIpe
1
1
1
1
6
2
1
1
2
CF-2(Connecting fittings-2) CF-3(Connecting fittings-3)
CF-3-2(Connecting fittings-3-2)
CF-4(Connecting fittings-4) CF-5(Connecting fittings-5)
New PIpe
New PIpe
1
2
1
6
2
2
2
4
CF-4-2(Connecting fittings-4-2)
Ex.Diameter
Ex.Diameter
New×Ex
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
New×Ex
Ex×Ex
Ex.Diameter
Ex.Diameter
Ex.Diameter
New Pipe Diameter Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
Ex.Diameter
63
200～500Flanged Socket DIP(T)
Mechanical AdapterRestrained Coupling
Double Socket Bend
Collar
Restrained Coupling
Flange Joint
Diameter NumberJoint Type
DIP(T)
DIP(K) 200～500
200～500
200～500
200～500
DIP(T)
DIP(T)
Material
Straight Pipe
Triple Socket Tee 200～500DIP(T)
DIP(T) 200～500
Restrained Coupling 200～500DIP(K)
Valve
Double Socket Tee 200～500DIP(T)
200～500
Remarks
Flange Joint
Diameter NumberJoint TypeMaterial
Straight Pipe
Valve
Remarks
HDPE
HDPE
HDPE
HDPE
HDPE0.24roll
80～225
63～225
63～225
63～225
63～225
63～225 Ex.Diameter
Double Socket Tee
Double Socket Tee
Double Socket Bend
Socket
Restrained Coupling DIP(T)
DIP(T)
Mechanical Adapter
Flange Joint
Diameter NumberJoint TypeMaterial
Valve
Remarks
HDPE
HDPE
HDPE
63～225
63～225
63～225
63～225
63～225
63～225
Double Socket Tee
Double Socket Tee
Double Socket Bend
Socket
HDPE
HDPE 63～225Socket
Stub Flange HDPE 63～225
Mechanical Adapter
Flange Joint
Diameter NumberJoint TypeMaterial
Valve
Remarks
HDPE
HDPE
HDPE
HDPE 63～225
63～225
63～225
63～225
63～225
Double Socket Tee
Double Socket Tee
Double Socket Bend
Socket
Stub Flange
DIP(T)
Collar DIP(K) 200～500
Restrained Coupling
Restrained Coupling
200～500
200～500
DIP(T)
DIP(K)
HDPE 63～225Socket
Material Diameter NumberJoint Type
Collar DIP(K) 200～500
Straight Pipe
Triple Socket Tee 200～500DIP(T)
DIP(T) 200～500
Double Socket Tee 200～500DIP(T)
Restrained Coupling 200～500DIP(T)
Flanged Socket DIP(T) 200～500
Restrained Coupling 200～500DIP(K)
Valve 200～500
200～500
Material Diameter NumberJoint Type
Collar DIP(K) 200～500
Straight Pipe DIP(T) 200～500
Double Socket Tee 200～500DIP(T)
Restrained Coupling 200～500DIP(T)
Flanged Socket DIP(T) 200～500
Restrained Coupling 200～500DIP(K)
Valve 200～500
200～500
1
2
2
1
1
2
1
Material Diameter NumberJoint Type
Straight Pipe63
Double Socket Tee 200～500DIP(T)
Restrained Coupling 200～500DIP(T)
Valve 63～225
63～225
80～225
Double Socket Tee
Socket
Stub Flange HDPE 63～225
1
0.12roll
HDPE 63～225
HDPE
HDPE
Flange Joint
Flange Joint
Flange Joint
200～500
200～500
200～500
63～225
HDPE
200～500×90°
63～225×90° 63～225×90°
63～225×90°
HDPE 63～225
PE-3
0.12rall
Material Diameter NumberJoint Type
Mechanical Adapter
Stub Flange
Cap
Valve
2
1
1
1
1
1
HDPE
80～225
63
63～225
63～225
63～225
63～225
63～225
HDPE
Flange Joint
Double Socket Reducer HDPE 63～225 1
Straight Pipe HDPE
HDPE
2
63Straight Pipe HDPE
0.24roll
80～225
2
63Straight Pipe HDPE
0.24roll
80～225
1Straight Pipe DIP(T) 200～500
Typical Drawing for Connecting
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Typical Drawing for Pipe Laying (5) Connecting
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
None
TYP-05
App - 102
-
1
1
1
1
1
2
New PIpe
New PIpe
1
2
1
1
2
2
1
CF-6(Connecting fittings-6) CF-7(Connecting fittings-7)
CF-8(Connecting fittings-8)
CF-9(Connecting fittings-9) CF-10(Connecting fittings-10)
New PIpe
New.Pipe
New PIpe
New PIpe
CF-6-2(Connecting fittings-6-2)CF-5-2(Connecting
fittings-5-2)
Ex.Pipe Ex.Pipe
Ex.Pipe Ex.Pipe
1
1
1
2
1
1
3
1
Collar DIP(K) 200～5001
2
1
1
Material Diameter NumberJoint Type
63
Double Socket Tee 200～500DIP(T)
Restrained Coupling 200～500DIP(T)
Valve 200～500
200～500
80～225
Double Socket Tee
Socket
Stub Flange HDPE 63～225
1
0.12roll
HDPE 63～225
HDPE
63～225Mechanical Adapter
Flange Joint
Material Diameter NumberJoint Type
Straight Pipe
Valve
Double Socket Tee
Socket
Stub Flange HDPE 63～225
HDPE 63～225
HDPE
HDPE
Flange Joint
63～225
63～225
63～225
Mechanical Adapter 63～225
63～225
63～225
Material Diameter NumberJoint Type
Valve
Stub Flange HDPE 63～225
Flange Joint
80～225
63
Mechanical Adapter 63～225
63～225
63～225
1
0.12roll
Double Socket Tee
Socket
HDPE
HDPE
HDPE
HDPE
63～225
63～225
Material Diameter NumberJoint Type
Straight Pipe DIP(T)
Double Socket Tee
Restrained Coupling
Restrained Coupling
200～500
200～500DIP(K)
DIP(T)
DIP(T)
Collar DIP(K) 200～500
Material Diameter NumberJoint Type
Restrained Coupling
Restrained Coupling
200～500
200～500DIP(K)
DIP(T)
Triple Flanged Tee 200～500DIP(T)
Flanged Spigot DIP(T) 200～500
Flanged Socket DIP(T) 200～500
Valve 200～500
Flange Joint 200～500
Material Diameter NumberJoint Type
80～225
63
1
0.12roll
Double Socket Tee
Socket HDPE
HDPE
63～225
63～225
2
2
2
4
2
2
1
1
1
2
2
1
1
Material Diameter NumberJoint Type
80～225
63
1
0.12roll
Stub Flange HDPE 63～225
Mechanical Adapter 63～225HDPE
Double Socket Tee
Valve
Socket
Flange Joint
HDPE
HDPE 63～225
63～225
63～225
63～225
HDPE
2
2
2
4
CF-11 CF-12 CF-13
0.12rall
Material Diameter NumberJoint Type
Double Socket Tee
Socket 2
1
1
HDPE
HDPE
80～225
63
63～225
63～225
0.12rall
Material Diameter NumberJoint Type
Socket HDPE
80～225
63
63～225
Double Socket Bend HDPE 63～225×45°
Flange Joint 63～225
HDPE 63～225Mechanical Adapter
Stub Flange HDPE 63～225
63～225Valve
1
2
1
1
1
2
1
0.12rall
Material Diameter NumberJoint Type
Socket 1
2
1
HDPE
80～225
63
63～225
Double Socket Bend HDPE 63～225×45°
Straight Pipe HDPE Straight Pipe HDPE200～500
200～500
Straight Pipe HDPE Straight Pipe HDPE Straight Pipe HDPE
Straight Pipe HDPEStraight Pipe HDPE
Typical Drawing for Connecting
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Typical Drawing for Pipe Laying (6) Connecting
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
None
TYP-06
App - 103
-
1
2
1
2
2
1
1
2
1
1
1
1
DR-1(Drain pipe fittings-1) DR-2(Drain pipe fittings-2)
H
800
H
H
1200
800
H
1200
H
1200
H
800
1
1
1
1
Fire Hydrant1
1
1
H-1(Fire Hydrant-1)
5
1
H-2(Fire Hydrant-2) H-3(Fire Hydrant-3)
1
1
1
1
1
1
1
5
1
H-4(Fire Hydrant-4) H-5(Fire Hydrant-5) H-6(Fire Hydrant-6)
A-1(Air Valve-1)
A
1200
A-2(Air Valve-2)
A
1200
1
11
Material Diameter NumberJoint Type
Straight Pipe
Stub Flange HDPE
63～225
Flange Joint
63～225
63～225
Valve
Double Socket Reducer
Double Socket Bend
HDPE
HDPE
HDPE
63～225
63×90°
63
Restrained Coupling 200～500DIP(T)
DIP(T)
Material Diameter NumberJoint Type
Stub Flange HDPE
63～225
63～225
Flange Joint
63～225
63～225
Socket
Valve
HDPE
Double Socket Bend
HDPE 63～225
63×90°
63～225×63
80～225
63
Double Socket Tee HDPE
HDPE
Mechanical Adapter
0.24roll
2
Material Diameter NumberJoint Type
Flange Joint
Double Flanged Bend
Triple Socket Tee
Flanged Spigot
Restrained Coupling DIP(T)
Ball Valve
DIP(T)
Flange Extension Pipe
Flange Extension Pipe
300～500×100
100
100×90°
100×100H
100
100
100
1
1
1
1
Fire Hydrant1
1
5
Material Diameter NumberJoint Type
Flange Joint
Double Flanged Bend
Double Socket Tee
Ball Valve
HDPE
Flange Extension Pipe
Flange Extension Pipe
250×100
100×90°
100×350H
100×100H
100
100Fire Hydrant
Material Diameter NumberJoint Type
Flange Joint
Double Flanged Bend
Ball Valve
Flange Extension Pipe
Flange Extension Pipe
Stub Flange 80
Socket
Double Socket Tee
HDPE
HDPE
80
110～200×63
80
80
80
1
1
1
Fire Hydrant1
1
1
4
1
Material Diameter NumberJoint Type
Flange Joint
Double Flanged Bend
Triple Socket Tee
Flanged Spigot
Restrained Coupling DIP(T)
Ball Valve
DIP(T)
Flange Extension Pipe
300～500×100
100
100×90°
100
100
100
1
1
1
Fire Hydrant1
1
1
4
Material Diameter NumberJoint Type
Flange Joint
Double Flanged Bend
Triple Socket Tee
Flanged Spigot
Ball Valve
Flange Extension Pipe
250×100
100
100
100
100
Restrained Coupling DIP(T) 100 1
(Double Mouths)
(Sigle Mouth)
(Sigle Mouth)
(Double Mouths) (Sigle Mouth)
1
1
1
1
1
1
4
1
Fire Hydrant
Material Diameter NumberJoint Type
Flange Joint
Double Flanged Bend
Ball Valve
Flange Extension Pipe
Stub Flange HDPE 80
Socket
Double Socket Tee
HDPE
HDPE
80
110～220×80
80
80
80(Sigle Mouth)
100×660H100×350H
100×660H
HDPE
80×400H
80×650H
80×100H
100×100H 100×100H
100×660H 100×660H
80×650H
80×100H
Material Diameter NumberJoint Type
Flange Joint
Flange Extension Pipe
Double Socket Tee DIP(T)
80×500H
Ball Valve 80×100H
1
1
3
2
1
1Air Valve
Restrained Coupling 200～500DIP(T)
200～500×80
25
80
Material Diameter NumberJoint Type
Flange Joint
Flange Extension Pipe
Double Socket Tee HDPE
80×500H
Ball Valve 80×100H
1
1
3
1
1Air Valve 25
80
200～500Double Socket TeeStraight Pipe HDPE
DIP(T)
DIP(T)
DIP(T)
DIP(T)
110～220×80
Typical Drawing for Connecting
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Typical Drawing for Pipe Laying (7) Connecting
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
None
TYP-07
App - 104
-
A-3(Air Valve-3)
A
800
A-4(Air Valve-4)
A
800
Material Diameter NumberJoint Type
Flange Joint
Flange Extension Pipe
Double Socket Tee
80×150H
Ball Valve 80×100H
1
1
3
1
1Air Valve 25
200～500
2Restrained Coupling 200～500DIP(T)
Material Diameter NumberJoint Type
Flange Joint
Flange Extension Pipe
Double Socket Tee HDPE
80×150H
Ball Valve 80×100H
1
1
3
1
1Air Valve
110～220×80
25
110～220
DIP(T) 200～500×80
Typical Drawing for Connecting
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Typical Drawing for Pipe Laying (8) Connecting
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
None
TYP-08
App - 105
-
2
2
Plan(Bridge attached pipe) 1/50
Section 1 1 1/50 Section 2 2 1/50
A
Drain Pipe
1
SGP:ND50-350 L=Horizontal Length
Concrete(18N)
Flexible Joint
Air Valve φ25
Ball Valve φ80
Pipe [email protected]
1
A
SGP:ND50-350 L=Horizontal Length
Air Valve φ25
Ball Valve φ80
Pipe [email protected]
Concrete(18N)
Flexible Joint
Corrsionproof Tape Corrsionproof Tape
Corrsionproof Tape Corrsionproof Tape
L-65×65×6
M-12×135
Pipe support
ConcretePIPE SUPPORT 1/10 1/10
Gravel(Max φ40)
Base Concrete(18N)
Concrete(18N)L=2.00m×2
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFTTHE PROJECT FOR EXPANSION
OF WATER SUPPLY SYSTEMS IN KAMPONG CHAM AND BATTAMBANG
As Shown
TYP-09Typical Drawing for Pipe Laying (9)Bridge Attached
Pipe
App - 106
-
App - 107
-
TOP VIEW
PROFILE
0 100 500200 300 400( mm )
SCALE
Ø110
14
5134
12
3
1
2
List of Pipe and Fittings
PVC Short Pipe10
14
1213
11
HDPE PipeHDPE PipeHDPE Pipe
Clamp SaddleBrass Ferrule
Compression Coupling
Brass Ball Valve
Volume Metric Watermeter
PVC Elbow 90°
Compression Male Adaptor
PE Socket Fusion Elbow 90°
3
89
7
56
4
No
12
Description
220mm21mm
25mm25mm
25mm
mmmmm
4001000
Depended on Request
25mm X 1"
15mm
21mm
1/2"
25mm25mm
25 X 1/2"
Size
Ø Main Pipe X 1" 1"
1PC
PC
PC
PCs
PCPC
PC
1
1
1
1
11
Unit
PCPC
Quantity
11
10
11
8
9
67
PE Brass Thread Male and Socket Fusion Elbow 90°
7'
PVC Thread Male and Socket Elbow 90° PC 121mm X 1/2"
370
400
Brass Lock Valve7' 1/2" PCs 1
15 Meter Box, Concrete, with cover mm 1
15
15
PROJECT
SCALE
DRAWING No
DATE
DATEDESCRIPTION
PREPARED BY
APPROVED BY
THE PROJECT FOR EXPANSION AND IMPROVEMENT OFWATER SUPPLY SYSTEMS
IN KAMPOT AND SIHANOUK VILLE
Typical Drawing for Pipe Laying (11)15mm Water Meter with Clamp
Saddle for HDPE Main Pipe
NIHON SUIDO CONSULTANTS CO., LTD.WATER AND SEWER BUREAU, CITY OF
KITAKYUSHU
MINISTRY OF INDUSTRY & HANDICRAFT
None
TYP-11
App - 108
-
App - 109
-
App- 110
7.2 カンボジア国及びカンポット州の人口データ
Population by Province in Cambodia
Cambodia/Province Population 1998 2008 2013
Cambodia 11,437,656 13,395,682 14,676,591 Banteay Meanchey
577,772 677,872 729,569 Battambang 793,129 1,025,174 1,121,019
Kampong Cham 1,608,914 1,679,992 1,757,223 Kampong Chhnang 417,693
472,341 523,202 Kampong Speu 598,882 716,944 755,465 Kampong Thom
569,060 631,409 690,414 Kampot 528,405 585,850 611,557 Kandal
1,075,125 1,091,170 1,115,965 Koh Kong 116,061 117,481 122,263
Kratie 263,175 319,217 344,195 MondulKiri 32,407 61,107 72,680
Phnom Penh 999,804 1,501,725 1,688,044 PreahVihear 119,261 171,139
235,370 Prey Veng 926,042 947,372 1,156,739 Pursat 360,445 397,161
435,596 RatanakKiri 94,243 150,466 183,699 Siem Reap 696,164
896,443 922,982 Preah Sihanouk 171,735 221,396 250,180 Stung Treng
81,074 111,671 122,791 SvayRieng 478,252 482,788 578,380 Takeo
790,168 844,906 923,373 Otdar Meanchey 68,279 185,819 231,390 Kep
28,660 35,753 38,701 Pailin 22,906 70,486 65,795
Data Source: National Institute of Statistics, Ministry of
Planning, Cambodia
-
App- 111
Population by Commune in Kampot Province
Province District/City Sangkat/Commune
Population Growth Rates (1998-2008)
1998 2008 Decadal Annual
07 KAMPOT
- Total 528,405 585,850 10.87 1.03 - Urban 45,250 48,274 6.68
0.65 - Rural 483,155 537,576 11.26 1.07
01 Angkor Chey 72,459 72,684 0.31 0.03 Commune
01 Angk Phnum Touch 4,054 4,286 5.72 0.56 02 Ankor Chey 4,073
4,160 2.14 0.21 03 Champei 8,427 8,709 3.35 0.33 04 Dambouk Khpos
13,937 13,887 -0.36 -0.04 05 Dan Koum 5,396 5,299 -1.80 -0.18 06
Daeum Doung 2,574 2,510 -2.49 -0.25 07 Mroum 4,242 4,332 2.12 0.21
08 Phnum Kong 9,926 10,002 0.77 0.08 09 Praphnum 4,889 5,012 2.52
0.25 10 Samlanh 6,044 6,107 1.04 0.10 11 Tani 8,897 8,380 -5.81
-0.60
02 Banteay Meas 81,542 83,022 1.82 0.18 Commune
01 Banteay Meas Khang Kaeut 7,731 7,683 -0.62 -0.06 02 Banteay
Meas Khang Lech 6,989 7,043 0.77 0.08 03 Prey Tonle 2,240 2,407
7.46 0.72 04 Samraong Kraom 5,627 5,316 -5.53 -0.57 05 Samraong Leu
5,268 5,433 3.13 0.31 06 Sdach Kong Khang Cheung 5,253 5,550 5.65
0.55 07 Sdach Kong Khang Lech 4,232 4,311 1.87 0.18 08 Sdach Kong
Khang Tboung 2,655 2,719 2.41 0.24 09 Tnoat Chong Srang 7,369 7,277
-1.25 -0.13 10 Trapeang Sala Khang Kaeut 3,936 3,979 1.09 0.11 11
Trapeang Sala Khang Lech 4,952 4,557 -7.98 -0.83 12 Tuk Meas Khang
Kaeut 4,831 4,923 1.90 0.19 13 Tuk Meas Khang Lech 9,112 10,697
17.39 1.60 14 Voat Angk Khang Cheung 6,115 5,782 -5.45 -0.56 15
Voat Angk Khang Tboung 5,232 5,345 2.16 0.21
03 Chhuk 78,951 99,587 26.14 2.32 Commune
01 Baniev 5,379 5,161 -4.05 -0.41 02 Takaen 3,487 13,678 292.26
13.67 03 Boeng Nimol 5,714 5,819 1.84 0.18 04 Chhuk 7,451 7,879
5.74 0.56 05 Doun Yay 5,687 5,514 -3.04 -0.31 06 Krang Sbov 5,553
4,983 -10.26 -1.08 07 Krang Snay 10,245 9,685 -5.47 -0.56 08 Lbaeuk
6,370 7,967 25.07 2.24
-
App- 112
Province District/City Sangkat/Commune
Population Growth Rates (1998-2008)
1998 2008 Decadal Annual
09 Trapeang Phleang 1,657 10,415 528.55 18.38 10 Mean Chey 4,293
4,010 -6.59 -0.68 11 Neareay 5,079 5,059 -0.39 -0.04 12 Satr Pong
6,602 7,607 15.22 1.42 13 Trapeang Bei 5,044 5,860 16.18 1.50 14
Tramaeng 6,390 5,950 -6.89 -0.71
04 Chum Kiri 39,320 47,176 19.98 1.82 Commune
01 Chres 5,572 7,179 28.84 2.53 02 Chumpu Voan 6,703 7,930 18.31
1.68 03 Snay Anhchit 4,505 5,270 16.98 1.57 04 Srae Chaeng 7,518
10,075 34.01 2.93 05 Srae Knong 5,091 5,678 11.53 1.09 06 Srae
Samraong 3,871 4,094 5.76 0.56 07 Trapeang Reang 6,060 6,950 14.69
1.37
05 Dang Tong 50,167 54,261 8.16 0.78 Commune
01 Damnak Sokram 3,617 3,469 -4.09 -0.42 02 Dang Tong 9,633
9,791 1.64 0.16 03 Khcheay Khang Cheung 4,621 4,464 -3.40 -0.35 04
Khcheay Khang Tboung 4,861 4,920 1.21 0.12 05 Mean Ritth 4,540
5,098 12.29 1.16 06 Srae Chea Khang Cheung 2,851 4,060 42.41 3.54
07 Srae Chea Khang Tboung 1,954 2,692 37.77 3.20 08 Totung 6,454
6,115 -5.25 -0.54 09 Angk Romeas 5,910 6,752 14.25 1.33 10 L'ang
5,726 6,900 20.50 1.87
06 Kampong Trach 83,061 85,776 3.27 0.32 Commune
01 Boeng Sala Khang Cheung 6,691 6,694 0.04 0.00 02 Boeng Sala
Khang Tboung 7,319 7,683 4.97 0.49 03 Damnak Kantuot Khang Cheung
5,878 5,602 -4.70 -0.48 04 Damnak Kantuot Khang Tboung 7,119 7,336
3.05 0.30 05 Kampong Trach Khang Kaeut 9,214 9,455 2.62 0.26 06
Kampong Trach Khang Lech 5,540 5,749 3.77 0.37 07 Kanthaor Khang
Cheung 2,589 2,309 -10.81 -1.14 08 Kanthaor Khang Kaeut 4,403 4,345
-1.32 -0.13 09 Kanthaor Khang Lech 4,655 4,578 -1.65 -0.17 12
Preaek Kroes 8,694 8,785 1.05 0.10 13 Ruessei Srok Khang Kaeut
4,117 4,301 4.47 0.44 14 Ruessei Srok Khang Lech 9,413 10,356 10.02
0.95 15 Svay Tong Khang Cheung 3,150 3,391 7.65 0.74 16 Svay Tong
Khang Tboung 4,279 5,192 21.34 1.93
07 Tuek Chhou 89,779 106,977 19.16 1.75 Commune
01 Boeng Tuk 4,272 5,369 25.68 2.29 02 Chum Kriel 5,531 5,834
5.48 0.53 03 Kampong Kraeng 6,142 6,426 4.62 0.45
-
App- 113
Province District/City Sangkat/Commune
Population Growth Rates (1998-2008)
1998 2008 Decadal Annual
04 Kampong Samraong 2,784 2,896 4.02 0.39 05 Kandaol 8,048
11,341 40.92 3.43 07 Kaoh Touch 4,989 6,698 34.26 2.95 08 Koun Satv
6,825 8,473 24.15 2.16 09 Makprang 4,910 5,104 3.95 0.39 11 Preaek
Tnoat 7,839 8,958 14.27 1.33 12 Prey Khmum 5,986 6,466 8.02 0.77 13
Prey Thnang 8,626 10,411 20.69 1.88 15 Stueng Kaev 4,260 5,604
31.55 2.74 16 Thmei 6,455 8,304 28.64 2.52 17 Trapeang Pring 5,633
6,883 22.19 2.00 18 Trapeang Sangkae 5,016 5,441 8.47 0.81 19
Trapeang Thum 2,463 2,769 12.42 1.17
08 Krong Kampot 33,126 36,367 9.78 0.93 Commune
01 Kampong Kandal 8,146 8,285 1.71 0.17 02 Krang Ampil 4,156
4,632 11.45 1.08 03 Kampong Bay 6,613 6,376 -3.58 -0.36 04 Andoung
Khmer 9,127 10,923 19.68 1.80 05 Traeuy Kaoh 5,084 6,151 20.99
1.91
Data Source: National Institute of Statistics, Ministry of
Planning, Cambodia
-
App - 114
7.3 需要予測に係る付属データ
将来の給水区域に係るコミューン行政区域 Administrative Boundary of Commune
-
App - 115
MeakprangKampong Kraeng
Andoung Khmaer
Chum Knei
Kampong Samraong
Kampong BayTrapeang Thum
Krang Ampll
Kampong Kandai
Traeuy Kaoh
現在の給水区域と将来の給水区域 Existing and Future Service Areas
将来の給水区域 現在の給水区域
-
App - 116
事業実施後の新設浄水場及び既存浄水場の給水区域 Areas supplied by Existing and New
Plants
-
App - 117
現在の給水区域と将来の既存浄水場からの給水区域 Present and Future Service Areas
supplied by Existing Plant
-
App - 118
給水人口の経年変化 Population in Future Service Area by Commune,
including areas where do not included in the existing service
area
2013 2014 2015 2016 2017 2018 2019 2020 20210707
070702 5,955 5,979 6,003 6,026 6,049 6,072 6,095 6,118
6,141070703 5,098 5,114 5,131 5,148 5,164 5,180 5,196 5,212
5,228070704 2,939 2,947 2,955 2,9
