l-section - jica報告書pdf版(jica report...
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![Page 1: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/1.jpg)
L-SECTION
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 1/17)
KAN-PP-PC-1 25
![Page 2: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/2.jpg)
L-SECTION
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 2/17)
KAN-PP-PC-2 26
![Page 3: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/3.jpg)
TBM-115.075M
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 3/17)
KAN-PP-PC-3 27
![Page 4: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/4.jpg)
TBM-
119.570M
CH-250
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 4/17)
KAN-PP-PC-4 28
![Page 5: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/5.jpg)
112.875M
TBM-
TBM-113.975M
CH-350
L-SECTION
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 5/17)
KAN-PP-PC-5 29
![Page 6: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/6.jpg)
114.0
70M
TBM-TB
M-11
5.680
M
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 6/17)
KAN-PP-PC-6 30
![Page 7: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/7.jpg)
(U.P JALNIGAM UNDER GANGA ACTION PLAN)
TREATMENT PLANT GANGA POLLUTION
114.070MTBM-
TBM-
121.270M
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 7/17)
KAN-PP-PC-7 31
![Page 8: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/8.jpg)
117.000
117.000
119.000118.000
117.500
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 8/17)
KAN-PP-PC-8 32
![Page 9: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/9.jpg)
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 9/17)
KAN-PP-PC-9 33
![Page 10: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/10.jpg)
50100
118.
440
116.
895
200
119.
180
150
119.
010
114.
760
38.1
955
060
090
0JJ
M_N
1/4
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 10/17)
KAN-PP-PC-10 34
![Page 11: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/11.jpg)
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 11/17)
KAN-PP-PC-11 35
![Page 12: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/12.jpg)
TBM-115.075M
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 12/17)
KAN-PP-PC-11 3612
![Page 13: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/13.jpg)
CH-00
CH
-100
CH
-250
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 13/17)
KAN-PP-PC-13 37
![Page 14: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/14.jpg)
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 14/17)
KAN-PP-PC-14 38
![Page 15: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/15.jpg)
800
121.
790
900
121.
665
121.
495
122.
035
850
500
3.4
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 15/17)
KAN-PP-PC-15 39
![Page 16: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/16.jpg)
1050
120.
800
1000
950
121.
240
121.
000
1100
120.
450
1200
1150
120.
285
120.
085
/0
117.
247
117.
147
900
121.
495
500
2.7
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 16/17)
KAN-PP-PC-16 40
![Page 17: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/17.jpg)
250
300
350
400
450
500
118.
6
117.
8
117
116.
2
115.
4
114.
6
1200
120.
085
119.
860
50
119.
575
119.
435
150
200
119.
665
100/0
116.
158
113.
058
115.
323
114.
168
113.
113
5.5
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MAIN SEWER FROMPURANI CHUNGI TO CSPS (SHEET 17/17)
KAN-PP-PC-17 41
![Page 18: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/18.jpg)
119.
65
119.
5511
9.49
5
119.
49
119.
426
119.
413
119.
4
119.
35
119.
28
119.
183
CHAINAGE 0
37.2
238
.89
113.
23
144.
53
186.
27
258.
69
290.
84
316.
93
383.
37 (MANHOLE TOP LEVEL)
DATUM
GROUND LEVEL
INVERT LEVELOF SEWER LINE
115.00
114.00
112.00
113.00
111.00
110.00
118.00
117.00
116.00
119.00
120.00
121.00
122.00
123.00
124.00
125.00
124.
250
123.
815
123.
615
123.
725
123.
540
123.
240
122.
765
122.
435
121.
320
120.
982
MH-4MH-1
MH-2MH-3
MH-5
MH-6
MH-7
MH-8
MH-9
MH-10
MH-11
COVER DEPTH
DIAMETER (MM)
NODE NO.
4.23
300
CP_N
1
300
CP_N
21.
4547
8.80
120.
780
118.
96
EX . MAYOR RESIDENCE
TO NAWABGANJ
TO C.S.A
TO RAWATPUR
U.P.ROADWAYS CORPORATIONCHORAHAKAMPANIBAGH
TO CHUNNI GANJ
TBM-125.060KHATHAMITHA
RESTAURANT
REGI
ONAL
WAR
DOF
FICE
PARKINGRAINA
MARKET
T I L A K N A G A R
TO VISHNU PURI
MH-1MH-2
CH-00 CH-38.8
9
CH-37
.22
MH-3
CH-1
44.5
3
MH-5
CH-1
13.2
3
MH-4PARVATI BAGLA ROAD
MH-6
CH-1
86.2
7
MAT
CH L
INE
1
NAVSHEEL SADANAPPARTMENT
CH-2
90.8
4
MH-8
CH-2
58.6
9
MH-7MH-9
CH-3
16.9
3
CHANDER LOKAPARTMENT
MH-10
CH-3
83.3
7
CH-4
78.8
0
MH-11
TILAK NAGAR
TBM-117.700 M.
BH-18
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM COMAPNY BAUG TO NEAR PARMAT SPS
(SHEET 1/5)
KAN-PPM-CP-142
PLAN
![Page 19: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/19.jpg)
115.
63
115.
525
115.
38
115.
121
115.
11
115.
017
114.
522
114.
4
586.
67
608.
10
687.
48
748.
85
821.
74
845.
70
888.
45
924.
39
118.
480
117.
670
117.
545
117.
720
117.
705
118.
150
116.
730
116.
445
120.
780
118.
9647
8.80
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
CHAINAGE
DATUM 108.00
109.00
110.00
111.00
113.00
112.00
114.00
115.00
123.00
122.00
121.00
120.00
119.00
116.00
117.00
118.00
MH-12
MH-13MH-14 MH-15
MH-16MH-17
MH-18
MH-19
MH-20
MH-11
CP_N
230
01.
45
CP_N
330
02.
483
CP_N
42.
61
CP_N
51.
6845
0
NODE NO.
DIAMETER (MM)
COVER DEPTH
450
300
963.
7411
6.12
011
4.25
9
EX . MAYOR RESIDENCE
MAT
CH L
INE
1CH
-478
.80
MH-11
AK NAGAR
MH-21
CH-5
86.6
7
MH-12
NEELKANTH & CO. OFFICE
MH-13
CH-6
08.1
0
MH-14
DISTT MEGISOFFICE OF
CH-6
87.4
8 -TRATE CH-7
48.8
5
MH-15
CH-96
3.74
MH-20
CH-8
88.4
5
MH-18
CH-8
45.7
0
CH-8
21.7
4
MH-16
MH-17
MH-19
CH-9
24.3
9
PARVATI BNGLA ROAD
CH-10
91.33
MATC
H LIN
E 2
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM COMAPNY BAUG TO NEAR PARMAT SPS
(SHEET 2/5)
KAN-PPM-CP-243
PLAN
TBM-117.700 M.
BH-18
![Page 20: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/20.jpg)
1091
.33
113.
5211
5.19
5
113.
401
113.
378
112.
412
112.
382
111.
654
111.
402
1185
.54
1215
.91
1332
.06
1545
.31
1560
.11
1561
.96
115.
115
115.
400
114.
014
114.
111
113.
920
114.
015
116.
120
963.
7411
4.25
9
105.00
106.00
107.00
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
CHAINAGE
DATUM
108.00
109.00
110.00
111.00
113.00
112.00
114.00
115.00
116.00
117.00
118.00
MH-20
MH-21MH-22 MH-23
MH-24 MH-25MH-27
MH-
26
CP_N
645
01.
15
CP_N
745
01.5
CP_N
845
01.
08
CP_N
960
01.
8645
0
NODE NO.
DIAMETER (MM)
COVER DEPTH
MH-21
CH-9
63.7
4
MH-20
PARVATI BNGLA ROADCH
-109
1.33
MAT
CH L
INE
2
FATIMANURSINGHOME
MAHATAMA GANDHI
GOPINATH HIGHERSECONDARY SCHOOL
CH-1
215.
91
RAVE-3
CHOURAHAMH-22
MH-23
CH-1
185.
54
MAJAR
KRISHNA DEVI
JUNIOR SCHOOLGIRLS
MH-24
TEMPORARYTEMPORARY
HUTSHOUSES
CH-1
332.
06
CH-1
560.
11
CH-1
545.
31
112.
280
BHAIRAV
CHOURAHA.
MH-25
GHAT
MH-27 112.
310
112.
270
112.
415
CH-1
561.
96
MH-26
111.
880
111.
510
NATIONAL ELABOUR UNI
V.I.P. ROAD
DOCTOR'SBUNGALOW
MAT
CH L
INE
3
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM COMAPNY BAUG TO NEAR PARMAT SPS
(SHEET 3/5)
KAN-PPM-CP-344
PLAN
TBM-117.700 M.
BH-18
![Page 21: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/21.jpg)
111.
141
111.
042
110.
932
110.
815
1673
.77
1788
.95
1923
.57
2056
.14
115.
585
115.
415
115.
495
115.
260
114.
015
111.
402
1561
.96
105.00
106.00
107.00
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
CHAINAGE
DATUM
108.00
109.00
110.00
111.00
113.00
112.00
114.00
115.00
116.00
117.00
118.00
MH-27
MH-28
MH-29 MH-30
MH-31
CP_N
960
01.
86
CP_N
1060
03.
88
NODE NO.
DIAMETER (MM)
COVER DEPTH
CH-1
560.
11
CH-1
545.
31
112.
280
BHAIRAV
CHOURAHA.
MH-25
GHATMH-27
112.
310
112.
270
112.
415
CH-1
561.
96
MH-26
111.
880
111.
510
NATIONAL ELECTRICITY
LABOUR UNION (ITAK)
CH-1
673.
77
V.I.P. ROAD
MH-28
UTTAR PRADESH RAJYA
VIDYUT PARISHAD
KANPUR ZONE
DOCTOR'S
BUNGALOW
MAT
CH L
INE
3
GOVT.
LEATHER
INSTITUTE
HOSTEL GOVT.
LEATHER INSTITUTE
CH-2
056.
14
MH-31
E L G I N M I L L
UMESH SHARMA
MH-30
CH-1
788.
95
MH-29
ROCKWOOD
CH-1
923.
57
ELGIN MILL SCHOOL
MAT
CH L
INE
4
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM COMAPNY BAUG TO NEAR PARMAT SPS
(SHEET 4/5)
KAN-PPM-CP-445
PLAN
TBM-117.700 M.
BH-18
![Page 22: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/22.jpg)
110.
656
110.
701
110.
722
2417
.97
2220
.12
2508
.11
115.
475
115.
885
114.
770
115.
260
110.
815
2056
.14
105.00
106.00
107.00
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
CHAINAGE
DATUM
108.00
109.00
110.00
111.00
113.00
112.00
114.00
115.00
116.00
117.00
118.00
MH-31MH-32
MH-33
MH-34
CP_N
1160
03.
43
NODE NO.
DIAMETER (MM)
COVER DEPTH
HOSTEL GOVT.
LEATHER INSTITUTE
CH-2
056.
14
MH-31MH-32
LOOMUP HAND ELGIN RETAILE L G I N M I L L
CH-2
220.
12 BHARAT
MH-33
PETROLEUM
PUMP
MAT
CH L
INE
4
T A N N E R Y & F O O T W E A R
I N D I A C O R P. L T D
CHOURAHA
CH-24
17.97
TBM-115.635
M
PARMAT
CH-2
508.
11
MH-34
MAT
CH L
INE
4
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM COMAPNY BAUG TO NEAR PARMAT SPS
(SHEET 5/5)
KAN-PPM-CP-546
PLAN
TBM-117.700 M.
BH-18
![Page 23: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/23.jpg)
53.1
2
00.0
0
86.1
7
170.
11
113.
780
114.
635
114.00
113.
852
115.
755
110.00DATUM
111.00
112.00
113.00
117.00
115.00
116.00
113.
450
115.
410
113.
210
115.
410
240.
11
320.
40
406.
80
478.
70
choc
ked
115.
590
112.
852
115.
355
112.
760
115.
375
112.
632
115.
545
519.
24
567.
14
601.
44
112.
5211
5.34
5
112.
3411
5.00
5
112.
292
113.
640
MH-2
MH-1
MH-3MH-4 MH-5
MH-6 MH-7 MH-8MH-9
MH-10
MH-11
DIAMETER (MM)
NODE NO.
COVER DEPTH
CHAINAGE
(MANHOLE TOP LEVEL)
OF SEWER LINEINVERT LEVEL
GROUND LEVEL
DP_N
130
02.
38
DP_N
230
02.6
CO.OPU.P
LTDBANK
ROAD
QUARTERS
BATALIAN
N.C.C.
CH-5
3.12
CH-0
0
MH-1
MH-2
CH-8
6.17
MH-3
D.A.V HOSTEL ROAD
CH-1
70.11
MH-4
CH-2
40.11
MH-5
BANK OF INDIAOFFICE
MH-10
MH-11
CH-56
7.14
CH-60
1.44
UNION&
MH-6
CH-3
20.40
MH-7
CH-40
6.80
CORPORATION LTDNATIONAL
TEXTTILES
CH-47
8.70
MH-8
CH-51
9.24
MH-9
TEXTTILESNATIONAL
CORPORATION LTD
CIVIL LINES
C I V I L L I N E S
MATC
H LIN
E 1
TBM-117.700 M.
BH-18
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM D.A.V. HOSTEL TO PARMAT SPS
(SHEET 1/2)
KAN-PPM-DP-147
![Page 24: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/24.jpg)
112.
292
601.
44
111.00
DATUM 110.00
113.
640
112.00
113.00
114.00
115.00
112.
172
112.
189
112.
178
112.
181
112.
21
112.
272
685.
84
708.
74
754.
54
814.
54
913.
20
881.
94
113.
295
113.
295
113.
210
113.
170
113.
130
113.
310
111.
585
111.
620
111.
865
111.
95
112.
161
112.
15
112.
10
1067
.06
939.
48
1007
.26
1045
.46
1104
.42
1080
.82
1122
.71
113.
205
113.
760
113.
885
113.
365
113.
040
113.
140
113.
105
MH-11
MH-12MH-13
MH-14MH-15
MH-16 MH-17MH-18 MH-19
MH-20
MH-21MH-22
MH-23 MH-24
DIAMETER (MM)
NODE NO.
COVER DEPTH
CHAINAGE
(MANHOLE TOP LEVEL)
OF SEWER LINEINVERT LEVEL
GROUND LEVEL
DP_N
330
01.
71
DP_N
430
02.
05
MH-22
HOUSE
MH-24 MH-23
CH-1
104.
42PUMP
CH-1
122.
71
CH-1045.46
GARBAGE
EXERCISE POINT HUTS
MH-21
CH-1
067.
06
MIS
HRA
PARK
PT. S
HIV
NARA
YAN
URINAL
WELL
MH-20
CH-1
080.
82
MH-19CH-1007.26
MH-
18
CH-938.48
PARMAT
CH-8
81.94
MH-17
CH-913.20
POLICECHOWKI
MH-16
WELL
CH-6
01.44
GOVTHEALTH
CH-7
08.74CH
-685
,84
MH-12OFFICE
MH-13
PRIMARY SCHOOL
MH-11
MH-14
CH-7
54.54
MH-15
CH-8
14.54
MAT
CH L
INE
1
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM D.A.V. HOSTEL TO PARMAT SPS
(SHEET 2/2)
KAN-PPM-DP-248
TBM-117.700 M.
BH-18
![Page 25: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/25.jpg)
147.
8811
7.32
511
5.45
118.00
117.00
116.00
119.
64
99.5
7
43.2
7
115.00
114.00
112.00
113.00
111.00
110.00
109.00
107.00
106.00
105.00
108.00
117.
270
117.
430
104.00
103.00DATUM
117.
330
117.
360
115.
635
115.
51
115.
54
115.
610
613.
98
567.
76
517.
98
479.
52
411.
55
352.
38
333.
18
299.
79
220.
83
118.
140
118.
170
118.
105
118.
320
112.
52
113.
75
113.
8
113.
426
118.
070
117.
995
117.
585
117.
635
117.
535
113.
9
114
114.
12
115.
4
115.
42
MH-1MH-2
MH-3 MH-4MH-5 MH-6 MH-7
MH-8 MH-9 MH-10 MH-11 MH-12 MH-13
MH-14
DIAMETER (MM)
NODE NO.
COVER DEPTH
CHAINAGE
(MANHOLE TOP LEVEL)
OF SEWER LINEINVERT LEVEL
GROUND LEVEL
DBP_
N160
01.
07
DBP_
N260
03.
46
MH-6 MH-7
MH-8
MH-9
MH-10MH-11
MH-12 MH-13
MH-14MH-1
MH-2MH-3 MH-4 MH-5
CH-00
CH-43
.27 CH-99
.57
CH-11
9.64
CH-14
7.88
CH-22
0.83
CH-29
9.79
CH-33
3.18
CH-35
2.38
CH-41
1.55
CH-47
9.52
CH-51
7.98
CH-56
7.76
CH-61
3.98
MAT
CH L
INE
1
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM DIG BUNGLOW TO PARMAT SPS
(SHEET 1/4)
KAN-PPM-DBP-149
TBM-117.700 M.
BH-18
![Page 26: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/26.jpg)
MH-26
MH-17
MH-18
MH-19M
H-20
MH-21
MH-22
MH-23
MH-24
MH-25
MH-14
MH-15
MH-16
MATCH LINE 1
MATCH LINE 2
PLAN
L-SECTION
FEASIBILITY STUDY FOR KANPUR CITY
FOR G
ANGA RIVER IN THE REPUBLIC O
F INDIAW
ATER QUALITY M
ANAGEM
ENT PLAN THE STUDY O
N
PLAN AND PROFILE O
F MANHO
LE SURVEY FRO
M DIG
BUNGLO
W TO
PARMAT SPS
(SHEET 2/4)
KAN-PPM-DBP-2
50
![Page 27: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/27.jpg)
1550
.41
1463
.4
1380
.63
116.
525
115.
300
115.
280
108.
75
108.
33
108.
25
1865
.75
1854
.86
1842
.83
1820
.44
1788
.94
1772
.02
1740
.10
1684
.72
1629
.92
1602
.81
113.
650
114.
085
114.
310
114.
260
114.
355
114.
660
114.
980
117.
145
115.
240
116.
845
108.
11
108.
15
107.
24
107.
91
107.
975
108
106.
87
106.
96
107.
03
107.
055
1289
.53
109
115.
965
DATUM
106.00
104.00
103.00
105.00
111.00
110.00
109.00
108.00
107.00
116.00
115.00
114.00
113.00
112.00
118.00
117.00 MH-26
MH-27MH-28
MH-29 MH-30 MH-31
MH-32
MH-33
MH-34
MH-35MH-36
MH-37
MH-38
MH-39
OF SEWER LINE
NODE NO.
COVER DEPTH
DIAMETER (MM)
CHAINAGE
(MANHOLE TOP LEVEL)GROUND LEVEL
INVERT LEVEL
DBP_
N560
06.
40
MH-26
MH-27
MH-28
MH-29
MH-30
MH-
31M
H-32
MH-
33M
H-34
MH-
35M
H-36
MH-
37
MH-38
MH-
39
CH-1
289.
53
CH-1
380.
63
CH-1
463.4
CH-1
550.
41
CH-1
602.
81
CH-1
629.
92
CH-1684.72
CH-1740.10
CH-1772.02
CH-1788.94
CH-1820.44
CH-1842.83
CH-1
854.
86
CH-1
865.
75
MAT
CH L
INE
2
MAT
CH L
INE
3
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM DIG BUNGLOW TO PARMAT SPS
(SHEET 3/4)
KAN-PPM-DBP-351
TBM-117.700 M.
BH-18
![Page 28: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/28.jpg)
2065
.42
2047
.27
2030
.50
2007
.08
1981
.83
1956
.65
1941
.17
1929
.09
1912
.64
1899
.45
1888
.08
1877
.33
106.
4611
3.16
0
106.
4711
3.13
0
106.
511
3.10
0
106.
5511
3.17
0
106.
5711
3.13
5
113.
205
106.
71
113.
495
106.
81
106.
8311
3.64
5
113.
520
113.
390
113.
510
113.
590
106.
72
106.
73
106.
76
106.
86
2174
.29
2160
.62
2136
.97
2118
.68
2102
.63
2080
.27
106.
2811
2.92
106.
3311
2.61
2
106.
3111
2.56
106.
3511
3.11
0
106.
4511
3.12
0
112.
4310
6.3
1865
.75
113.
650
106.
87
DATUM
106.00
104.00
103.00
105.00
111.00
110.00
109.00
108.00
107.00
116.00
115.00
114.00
113.00
112.00
118.00
117.00
MH-39MH-40 MH-41
MH-42MH-43 MH-44
MH-45
MH-46MH-47
MH-48MH-49 MH-50
MH-51MH-52
MH-53
MH-54MH-55
MH-56MH-57
OF SEWER LINE
NODE NO.
COVER DEPTH
DIAMETER (MM)
CHAINAGE
(MANHOLE TOP LEVEL)GROUND LEVEL
INVERT LEVEL
DBP_
N660
05.
88
GARBAGE
MH-40
MH-41
MH-42
MH-43
MH-44
MH-45
MH-46 MH-47
MH-48MH-49
MH-50 MH-51 MH-52MH-53 MH-54 MH-55 MH-56 MH-57
PH
CH-18
65.75
CH-18
77.33
CH-18
88.08
CH-18
99.45
CH-19
12.64
CH-19
29.09
CH-19
41.17
CH-19
56.65
CH-19
81.83 CH
-2007
.08
CH-20
30.50
CH-20
47.27
CH-20
65.42
CH-20
80.27
CH-21
02.63
CH-21
18.68
CH-21
36.97
CH-21
60.62
CH-21
74.29
MH-39
MAT
CH L
INE
3
L-SECTION
PLAN
TBM-117.700 M.
BH-18
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM DIG BUNGLOW TO PARMAT SPS
(SHEET 4/4)
KAN-PPM-DBP-452
![Page 29: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/29.jpg)
011
4.26
111
5.94
0DATUM 110.00
111.00
113.00
112.00
114.00
118.00
115.00
116.00
117.00
225.
9111
4.15
411
6.76
5
108.
35
114.
205
117.
065
114.
253
117.
440
153.
91
303.
5111
4.12
811
6.67
5
420.
8111
3.98
111
5.61
5
357.
3111
4.01
211
5.72
5
MH-1
MH-2
MH-3
MH-4MH-5
MH-6MH-7
DIAMETER (MM)
NODE NO.
COVER DEPTH
CHAINAGE
(MANHOLE TOP LEVEL)GROUND LEVEL
INVERT LEVELOF SEWER LINE
CP_N
145
01.
15
CP_N
245
02.
02
MH-B9
MH-B8
MH-B7
MH-B6
MH-B5
MH-B4
MH-B3
MH-B2
MH-B1
MH-B13
MH-B12
MH-B11
MH-B10
CH-00
CH-108.3
5
CH-153.9
1
CH-22
5.91
CH-30
3.51
CH-35
7.31
CH-42
0.81
CH-44
5.20
CH-45
7.49
CH-47
0.09
CH-47
5.09
CH-53
3.09
CH-58
2.79
MAT
CH L
INE
1
L-SECTION
TBM-117.700 M.
BH-18
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FORM MACRAVAT GANJ TO SISAMAU NALA (VIP ROAD)
(SHEET 1/2)
KAN-PPM-MS-153
![Page 30: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/30.jpg)
445.
2011
3.96
115.
425
457.
4911
3.86
511
5.78
5
470.
0911
3.84
115.
415
475.
0911
3.81
811
5.33
0
115.
350
113.
753
3.09
582.
7911
3.41
115.
165
811.
9411
2.88
511
5.28
5
766.
7911
2.91
211
5.42
5
115.
580
113.
105
689.
79
420.
8111
3.98
111
5.61
5
115.00
112.00
113.00
111.00
110.00
114.00
DATUM
116.00MH-7
MH-8 MH-9
MH-10MH-11
MH-12
MH-13 MH-14MH-15
MH-16
NODE NO.
CHAINAGE
OF SEWER LINEINVERT LEVEL
COVER DEPTH
DIAMETER (MM)
GROUND LEVEL (MANHOLE TOP LEVEL)
CP_N
345
01.4
CP_N
445
01.
23
CP_N
545
01.
87
MH-B9
MH-B8
MH-B7
MH-B16
MH-B15
MH-B14
MH-B13
MH-B12
MH-B11
MH-B10
NALA TOP
115.455
CH-42
0.81
CH-44
5.20 CH-45
7.49
CH-47
0.09
CH-47
5.09
CH-53
3.09
CH-58
2.79
CH-68
9.79
CH-7
66.79
CH-81
1.94
MAT
CH L
INE
1
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FORM MACRAVAT GANJ TO SISAMAU NALA (VIP ROAD)
(SHEET 2/2)
KAN-PPM-MS-254
TBM-117.700 M.
BH-18
![Page 31: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/31.jpg)
117.00
116.00
115.00
114.00
112.00
113.00
111.00
110.00DATUM
219.
8011
8.57
511
4.51
5
81.6
0
43.8
0
117.
790
117.
830
116.
715
115.
100
115.
225
115.
370
0
208.
70
194.
20
179.
90
168.
90
126.
80
118.
480
118.
390
118.
105
118.
350
118.
155
114.
625
114.
650
114.
720
114.
790
114.
950
316.
34
302.
67
293.
87
285.
37
270.
47
256.
04
245.
88
234.
18
120.
005
120.
150
120.
270
114.
150
114.
245
114.
104
119.
550
120.
015
119.
565
119.
095
118.
760
114.
375
114.
275
114.
327
114.
428
114.
467
120.
205
430.
21
400.
41
377.
51
362.
35
336.
71
119.
875
119.
885
120.
120
120.
480
114.
075
114.
175
114.
250
114.
110
114.
215
114.
445
113.
890
480.
92
521.
6551
6.70
511.
20
501.
50
492.
60
485.
80
475.
04
462.
93
448.
38
114.
234
114.
491
113.
724
114.
275
113.
741
114.
750
113.
760
114.
290
000.
000
116.
720
114.
690
115.
015
119.
180
113.
926
113.
823
113.
864
113.
966
114.
015
121.00
120.00
119.00
118.00MH-1
MH-2MH-3 MH-4
MH-5 MH-6 MH-7 MH-8 MH-9 MH-10 MH-11MH-12
MH-13MH-14
MH-15MH-16 MH-17
MH-18 MH-19
MH-20
MH-21MH-22
MH-23
MH-24
MH-25
MH-26
MH-27
MH-28MH-29
MH-30 MH-31
MH-32
DIAMETER (MM)
NODE NO.
COVER DEPTH
CHAINAGE
(MANHOLE TOP LEVEL)
OF SEWER LINEINVERT LEVEL
GROUND LEVEL
NR_N
130
01.
00
NR_N
230
03.
70
NR_N
330
06.
00MH-32
CH-52
1.65
CH-4
62.93
CH-1
68.9
0
CH-1
79.9
0
CH-51
1.20 CH
-516.7
0CH
-501
.50
CH-485.80
CH-4
92.60
CH-4
80.92
CH-47
5.40
CH-4
48.38
CH-4
30.21
CH-4
00.41
CH-3
77.51
CH-3
62.35
CH-3
36.7
1
CH-3
16.3
4
CH-3
02.6
7
CH-2
93.8
7
CH-2
85.3
7
CH-2
70.4
7
CH-2
56.0
4
CH-2
45.8
8
CH-2
34.1
8
CH-2
19.8
0
CH-2
08.7
0
CH-1
94.2
0
CH-1
26.8
0
CH-8
1.60
CH-4
3.80
CH-0
0
MH-30
MH-31
MH-29
MH-2MH-3
MH-4
MH-5 MH-6 MH-7 MH-8 MH-9 MH-10 MH-11 MH-12 MH-13MH-14 MH-15 MH-16 MH-17
MH-
18 MH-
19
MH-20
MH-21
MH-22
MH-23 MH
-24
MH-
25
MH-27
MH-26
MH-28
MH-1
MATCH
LINE 1
TBM-117.700 M.
BH-18
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM VIP ROAD TO NAWAB GANJ SPS
VIA RANI GHAT(SHEET 1/3)
KAN-PPM-NR-155
![Page 32: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/32.jpg)
120.00
119.00
117.00
116.00
115.00
118.00
114.00
112.00
113.00
111.00
DATUM 110.00
827.
6211
7.52
011
2.69
0
112.
590
857.
34
112.
550
112.
500
112.
450
112.
387
837.
34
890.
05
905.
64
924.
4511
6.35
0
116.
915
116.
971
117.
025
117.
111
699.
4111
3.08
711
7.12
2
117.
00
116.
950
709.
36
721.
23
729.
23
777.
94
790.
22
807.
32
814.
64
737.
02
744.
86
752.
16
761.
94
117.
720
117.
846
117.
800
117.
00
116.
950
116.
850
112.
725
112.
750
112.
800
112.
847
112.
900
112.
925
112.
950
112.
974
113.
000
113.
054
117.
100
117.
125
117.
350
113.
014
113.
442
113.
400
113.
374
113.
348
113.
311
585.
7058
9.70
597.
89
605.
58
613.
24
624.
35
113.
262
113.
236
113.
231
113.
175
639.
05
646.
63
657.
07
665.
99
688.
87
690.
3111
3.11
8
113.
150
117.
126
117.
145
117.
200
117.
400
117.
915
117.
915
117.
785
117.
480
117.
155
117.
155
116.
455
115.
455
115.
560
591.
7011
3.42
111
3.42
8
521.
6511
3.72
4
113.
620
113.
599
113.
551
113.
534
529.
76
536.
0453
8.44
552.
8355
7.97
114.
845
114.
840
114.
315
114.
147
114.
234
114.
105
113.
607
113.
500
568.
2411
4.98
0
MH-32
MH-
33
MH-35
MH-34
MH-36MH-37 MH-38
MH-
39MH
-40MH
-41
MH-42MH-43 MH-44 MH-45 MH-46
MH-47
MH-48
MH-49MH-50
MH-51MH-52 MH-53
MH-54MH-55
MH-56MH-57
MH-58 MH-59 MH-60MH-61 MH-62
MH-63
MH-64
MH-65MH-66
MH-67MH-68
MH-69
NODE NO.
OF SEWER LINE
CHAINAGE
COVER DEPTH
DIAMETER (MM)
GROUND LEVEL
INVERT LEVEL
(MANHOLE TOP LEVEL)
NR_N
430
03.
79
CH-92
4.45
CH-9
05.64
CH-8
90.05
CH-8
57.34
CH-83
7.34
CH-8
27.62
CH-8
14.64
CH-8
07.32
CH-7
90.2
2
CH-7
77.94
CH-75
2.16
CH-74
4.86
CH-73
7.02
CH-5
97.8
9
CH-7
61.94
CH-72
9.23
CH-72
1.23
CH-70
9.36
CH-69
9.41
CH-68
8.87
CH-69
0.31
CH-66
5.99
CH-65
7.07
CH-6
46.6
3
CH-6
39.0
5
CH-6
05.5
8CH
-613
.24
CH-59
1.70
CH-6
24.3
5
CH-5
89.70
CH-58
5.70
CH-56
8.24
CH-557.97
CH-55
2.83
CH-53
6.04
CH-52
1.65
CH-53
8.44
CH-529
.76
MH-41M
H-40
MH-32
MH-33
MH-34 MH-35
MH-36MH-37
MH-38
MH-39
MH-42MH-43
MH-44
MH-45
MH-
46
MH-
47 MH-
48
MH-49
MH-
50
MH-
51
MH-52 M
H-53
DR. R K VERMA
MAMTA
& DHARAMSHALA SAMITI
SRI DEVRI DEVI
MANDIR.
JEWELERS
MEDICAL STO
RE
MH-
55
MH-56 M
H-57
MH-
58 MH-
59
MH-60 MH
-61 MH-62 MH
-63 MH-64
MH-
65
MH-
66 MH-
67
MH-68
MH-69
KANYA PATHSALA
MH-
54MATC
H LINE
1
MATC
H LIN
E 2
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM VIP ROAD TO NAWAB GANJ SPS
VIA RANI GHAT(SHEET 2/3)
KAN-PPM-NR-156
TBM-117.700 M.
BH-18
2
![Page 33: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/33.jpg)
120.00
119.00
117.00
116.00
115.00
118.00
114.00
112.00
113.00
111.00
DATUM 110.00
114.
715
114.
755
1334
.86
1332
.17
1297
.47
1247
.33
1154
.91
1146
.32
1149
.32
1135
.03
1126
.04
1111
.58
1059
.40
1027
.30
995.
84
987.
95
965.
83
954.
67
931.
1892
9.60
924.
45
111.
010
114.
470
111.
020
114.
875
111.
135
113.
765
111.
300
113.
885
111.
585
113.
815
111.
612
113.
785
111.
629
113.
875
111.
647
113.
355
111.
677
114.
190
111.
725
114.
320
111.
894
114.
525
112.
000
114.
770
112.
140
115.
240
112.
157
115.
590
112.
230
116.
455
112.
250
116.
485
112.
320
116.
350
112.
358
112.
387
MH-69 MH
-70
MH-71
MH-72
MH-73
MH-74
MH-75
MH-76MH-77
MH-78MH-79
MH-80
MH-81 MH-82MH-83
MH-84
MH-85MH-86
MH-87
NODE NO.
OF SEWER LINE
CHAINAGE
COVER DEPTH
DIAMETER (MM)
GROUND LEVEL
INVERT LEVEL
(MANHOLE TOP LEVEL)
NR_N
530
01.
26
NR_N
630
03.
34
CH-9
24.45
MH-69
CH-13
32.17CH-12
97.47
CH-1
247.3
3
CH-1
126.
04
CH-1
135.0
3
CH-1
149.
32 CH-1
154.
91CH
-1146
.32
CH-1
111.
58
CH-1
059.
40
CH-1
027.
30CH-9
95.8
4
CH-9
87.9
5
CH-9
54.6
7
CH-9
65.8
3
CH-9
31.1
8CH
-929
.60
SWEETS MH-81
MH-76
MH-77
MH-78 MH-79
MH-80
MH-82
MH-83
MH-84
MH-85
MH-86
MH-87
MOSQUE
NEERAJ
MAN
OJ
TAIL
OR
AKAS
H DH
AM
MH-70
MH-71MH-72
MH-73
MH-74 MH-75
KENDRA
SHILP KALA
SAI BAKERS
S.K.GENERAL
MAT
CH L
INE
2
L-SECTION
PLAN
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM VIP ROAD TO NAWAB GANJ SPS
VIA RANI GHAT(SHEET 3/3)
KAN-PPM-NR-357
TBM-117.700 M.
BH-18
![Page 34: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/34.jpg)
114.00
00 61.0
0
126.
436
118.
286
110.00
113.00
111.00
112.00
118.
199
125.
979
159.
0012
6.06
911
8.06
9
257.
0011
7.92
412
5.62
4
356.
0012
5.63
911
7.75
9
458.
0012
5.72
411
7.60
4
560.
0012
5.86
311
7.46
3
127.00
120.00
119.00
118.00
115.00
116.00
117.00
126.00
125.00
124.00
123.00
122.00
121.00
DATUM
MH-1C
MH-2CMH-3C
MH-4C MH-5C MH-6C MH-7C
INVERT LEVELOF SEWER LINE
COVER DEPTH
NODE NO.
CHAINAGE
DIAMETER (mm)
GROUND LEVEL (MANHOLE TOP LEVEL)
GC_N
119
816.0
GC_N
219
815.5
4
HOTALTO RAMADEVI
CH-61.00
MH-2C
MH-1CCH-0.00
G.T. ROADØ 1981MM
Ø 1981MM
MH-
3CCH
-159
.00
Ø 1981MM
CENTRAL STORE OF U.P. POLICE MEER PUR CANT
MH-
4CCH
-257
.00
MH-
5CCH
-356
.00
Ø 1981MM
MH-
7C
MH-
6CCH
-458
.00
CH-5
60.0
0
Ø 1981MM
MATCH LINE 1
MATCH LINE 1
PLAN
L-SECTION
TBM-117.700 M.
BH-18
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM G.T. ROAD TO CANTONMENT
(NEAR TUBE WELL NO.5)(SHEET 1/5)
KAN-PPM-GC-158
![Page 35: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/35.jpg)
735.
0011
7.19
212
5.79
2
560.
0011
7.46
312
5.86
3
125.
894
116.
644
1097
.00
110.00
111.00
112.00
DATUM
114.00
113.00
120.00
119.00
118.00
115.00
116.00
117.00
122.00
121.00
127.00
126.00
125.00
124.00
123.00
MH-7C
MH-8C MH-9C
(MANHOLE TOP LEVEL)GROUND LEVEL
DIAMETER (mm)
CHAINAGE
NODE NO.
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GC_N
319
817.1
1
MH-
7CCH
-560
.00
Ø 1981MM
MH-
8CCH
-735
.00
MH-
9C
Ø 1981MM
CH-1
097.
00
MATCH LINE 1
MATCH LINE 1
MAT
CH L
INE
2
MAT
CH L
INE
2
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM G.T. ROAD TO CANTONMENT
(NEAR TUBE WELL NO.5)(SHEET 2/5)
KAN-PPM-GC-259
TBM-117.700 M.
BH-18
![Page 36: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/36.jpg)
1097
.00
125.
894
116.
644
1300
.00
1288
.00
125.
799
116.
349
116.
327
125.
927
1401
.00
116.
212
125.
562
1702
.00
125.
716
115.
716
110.00
111.00
112.00
DATUM
114.00
113.00
120.00
119.00
118.00
115.00
116.00
117.00
122.00
121.00
127.00
126.00
125.00
124.00
123.00
MH-9C MH-10C
MH-11C
MH-12C MH-13C
(MANHOLE TOP LEVEL)GROUND LEVEL
DIAMETER (mm)
CHAINAGE
NODE NO.
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GC_N
319
817.1
1
MH-
9C
Ø 1981MM
CH-1
097.
00
HOSPITAL
CANT COMMUNITY
MH
- 11C
MH
-10C
CH-1
288.
00
CH-1
300.
00
Ø 1981MM
CH-1
401.
00M
H- 1
2 C
Ø 1981MM
MH
- 13C
CH-1
702.
00
MAT
CH L
INE
2
MAT
CH L
INE
2
MAT
CH L
INE
3
MAT
CH L
INE
3
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM G.T. ROAD TO CANTONMENT
(NEAR TUBE WELL NO.5)(SHEET 3/5)
KAN-PPM-GC-360
TBM-117.700 M.
BH-18
![Page 37: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/37.jpg)
2046
.00
115.
716
125.
716
2138
.00
125.
765
115.
095
2226
.00
114.
973
125.
773
2324
.00
125.
801
114.
973
125.
716
115.
716
1702
.00
110.00
111.00
112.00
DATUM
114.00
113.00
120.00
119.00
118.00
115.00
116.00
117.00
122.00
121.00
127.00
126.00
125.00
124.00
123.00
MH-13CMH-14C
MH-15C MH-16CMH-17C
(MANHOLE TOP LEVEL)GROUND LEVEL
DIAMETER (mm)
CHAINAGE
NODE NO.
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GC_N
419
817.8
7
MH
- 13C
CH-1
702.
00
MH
- 15C
CH-2
138.
00
MH
- 16
C
CH-2
226.
00
Ø 1981MM
ALLAHABAD CROSSING
Ø 1981MM
MH
- 14
CCH
-204
6.00
Ø 1981MM
MES PUMP HOUSE
MH
- 17C
CH-2
324.
00
MAT
CH L
INE
3 MAT
CH L
INE
4
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM G.T. ROAD TO CANTONMENT
(NEAR TUBE WELL NO.5)(SHEET 4/5)
KAN-PPM-GC-461
TBM-117.700 M.
BH-18
![Page 38: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/38.jpg)
2545
.00
114.
518
125.
868
2655
.00
125.
692
114.
292
2801
.00
2753
.00
114.
197
125.
847
125.
652
114.
152
2882
.00
114.
010
125.
010
125.
801
114.
973
2324
.00
110.00
111.00
112.00
DATUM
114.00
113.00
120.00
119.00
118.00
115.00
116.00
117.00
122.00
121.00
127.00
126.00
125.00
124.00
123.00
MH-17C
MH-18C
MH-19C MH-20C
MH-21C
MH-1B
(MANHOLE TOP LEVEL)GROUND LEVEL
DIAMETER (mm)
CHAINAGE
NODE NO.
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GC_N
519
819.2
GC_N
619
818.8
6
TO 7 A AIRFORCE HOSPITAL
CAWNPO
RE CLUB
221M/ Ø 1981MM
TO CANT
Ø 1981MMCH-2
545.
00M
H- 1
8C MH
- 20C
Ø 1981MMCH-2
753.
00
MH
- 19C
CH-2
655.
00
MH
- 21C
CH-2
801.
00
Ø 1981MM
Ø 2
133M
M
CANTONM
ENT AREA
MH
- 1B
TUBEWEL L NO
. 5
CH-2
882.
00
Ø 1981 MM
MH- 17C
CH-2324.00
MATCH LINE 4
MATCH LINE 4
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM G.T. ROAD TO CANTONMENT
(NEAR TUBE WELL NO.5)(SHEET 5/5)
KAN-PPM-GC-562
TBM-117.700 M.
BH-18
![Page 39: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/39.jpg)
112.00
111.00
110.00DATUM
120.
701
123.
201
00.0
0
118.00
114.00
113.00
117.00
116.00
115.00
124.00
123.00
122.00
121.00
120.00
119.00
68.0
012
3.30
612
0.70
1
117.
475
123.
475
133
117.
475
123.
302
183163
123.
442
117.
475
117.
475
123.
017
245218
123.
181
117.
475
278
123.
090
117.
190
117.
133
122.
933
328
368
122.
300
117.
100
117.
100
121.
387
433
548.
0012
1.31
511
6.81
5
116.
659
122.
059
588.
00
(MANHOLE TOP LEVEL)
DIAMETER (mm)
NODE NO.
CHAINAGE
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL
KP_N
115
001.
005
KP_N
215
001.
008
MH-1EMH-2E MH-3E
MH-4EMH-5E
MH-6EMH-7E MH-8E
MH-9E
MH-10E
MH-11EMH-12E
MH-13E
Ø1500 MM
TEMPLE
SANGAM LAL
CH-36
8.00
CH-3
28.0
0
Ø1500 MM
CH-2
78.0
0
CH-2
18.0
0
CH-2
45.0
0
CH-1
83.0
0
CH-1
63.0
0
CH-1
33.0
0
Ø1500 MM CH-6
8.00
MH-
1 E
CH-0
.00
MASJID
KAM
LA T
OW
ER
MH-
3 E
MH-
2 E
MH-
9 E
MH-
7 E
MH-
6 E
MH-
5 E
MH-
4 E
MH-10 E
MH-
8E
Ø1500 MM
CH-4
33.00
MH-
11 E
Ø1500 MM
CH-588.00
CH-54
8
MH- 13 E
MH-12 E
MATCH LINE 1 MATCH LINE 1
PLAN
L-SECTION
TBM-117.700 M.
BH-18
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM KAMLA TOWER TO PHOOL BAUG
(MEETING POINT OF 60" LINE SEWER) (SHEET 1/2)
KAN-PPM-KP-163
![Page 40: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/40.jpg)
116.
659
588.
0012
2.05
9
116.
631
662.
0012
2.38
1
116.
052
749.
0012
3.05
2
110.00DATUM
111.00
114.00
112.00
113.00
116.00
115.00
122.00
121.00
118.00
117.00
120.00
119.00
123.00
GROUND LEVEL
INVERT LEVELOF SEWER LINE
COVER DEPTH
CHAINAGE
NODE NO.
DIAMETER (mm)
(MANHOLE TOP LEVEL)
KP_N
315
004.1
5
KP_N
415
005.4
0
MH-13E MH-14EMH-15E
CH-749.00
Ø1500 MM
Ø1500 MM
Ø1500 MM
CH-662.00
CH-588.00
CH-54
8
NANARAO PARK
BUILDINGTELEPHONE OFFICE
MH- 13 E
MH-12 E
MH-15 E
MH-14 E
MATCH LINE 1
PLAN
L-SECTION
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEY FROM KAMLA TOWER TO PHOOL BAUG
(MEETING POINT OF 60" LINE SEWER) (SHEET 2/2)
KAN-PPM-KP-264
TBM-117.700 M.
BH-18
![Page 41: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/41.jpg)
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A
124.00
123.00
125.00
122.00
121.00
119.00
120.00
116.00
117.00
115.00
114.00
112.00
DATUM 110.00
111.00
113.00
118.00
130.
0011
6.29
412
4.39
4
350.
0011
6.28
412
3.58
4
(MANHOLE TOP LEVEL)
00.0
012
4.65
117.
05
CHAINAGE
DIAMETER (mm)
NODE NO.
INVERT LEVELOF SEWER LINE
GROUND LEVEL
COVER DEPTH 6.07
Ø15
00PC
P_N1
6.52
5.66
M-H 1D
M-H 2D
M-H 3D
PHOOLBAGH PARK
447M / Ø -1500 MM
M-H
1DCH
-0.0
0
CH-1
30.0
0M
-H 2D
CH-3
50.0
0M
-H 3D
Ø 1500 MMØ 1500 MM
Ø 1500 MM
M-H
4DCH
-482
.00
MAT
CH L
INE
1M
ATCH
LIN
E 1
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 1/10)
KAN-PPM-PC-168
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 45: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/45.jpg)
121.00
122.00
123.00
124.00
125.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
482.
0012
2.74
211
5.84
2
COVER DEPTH
GROUND LEVEL
OF SEWER LINEINVERT LEVEL
NODE NO.
DIAMETER (mm)
CHAINAGE
(MANHOLE TOP LEVEL)
6.50
Ø15
00
M-H 4D
PCP_
N2
TO S
HUKL
A GA
NJ
447M / Ø -1500 MM
CH-3
50.0
0M
-H 3D
Ø 1500 MM Ø 1500 MM
Ø 1500 MM
M-H
4DCH
-482
.00
MAT
CH L
INE
1M
ATCH
LIN
E 1
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 2/10)
KAN-PPM-PC-269
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 46: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/46.jpg)
121.00
122.00
123.00
124.00
125.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
COVER DEPTH
GROUND LEVEL
OF SEWER LINEINVERT LEVEL
NODE NO.
DIAMETER (mm)
CHAINAGE
(MANHOLE TOP LEVEL)
929.
0012
3.97
411
5.83
4
954.
0011
5.82
412
4.03
4
1236
.00
122.
533
115.
033
1490
.00
114.
956
122.
856
6.49
Ø15
00
6.59
5Ø
1500
Ø15
005.
82 6.24
Ø15
00
M-H 6DM-H 5D
M-H 7D M-H 8D
PCP_
N3
TO S
HUKL
A GA
NJ
LARMAR BAGH COLONY
CANTONMENT BOARD OFFICE
CIRCUIT HOUSE
Ø 1500 MM
M-H
5DCH
-929
.00
M-H
6DCH
-954
.00
M-H
8DCH
-149
0.00
MAT
CH L
INE
2M
ATCH
LIN
E 2
MAT
CH L
INE3
MAT
CH L
INE
3
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 3/10)
KAN-PPM-PC-370
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 47: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/47.jpg)
121.00
122.00
123.00
124.00
125.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
COVER DEPTH
GROUND LEVEL
OF SEWER LINEINVERT LEVEL
NODE NO.
DIAMETER (mm)
CHAINAGE
(MANHOLE TOP LEVEL)
1490
.00
114.
956
122.
856
1660
.00
114.
845
124.
045
1802
.00
114.
718
122.
518
1976
.00
114.
669
121.
769
6.24
Ø15
00
Ø15
00
Ø15
00
Ø15
00
7.58
6.16
5.46
M-H 8D
M-H 9D
M-H 10D
M-H 11D
P_N4
CIRCUIT HOUSE
Ø 1500 MM Ø 1500 MM
M-H
8DCH
-149
0.00
M-H
9DCH
-166
0.00
CH-1
802.
00M
-H 1
0D
M-H
11D
CH-1
976.
00
MAT
CH L
INE3
MAT
CH L
INE
3
MAT
CH L
INE
4M
ATCH
LIN
E4
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 4/10)
KAN-PPM-PC-471
PLAN
L-SECTION
TBM-117.700 M.
BH-18
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121.00
122.00
123.00
124.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
COVER DEPTH
GROUND LEVEL
OF SEWER LINEINVERT LEVEL
NODE NO.
DIAMETER (mm)
CHAINAGE
(MANHOLE TOP LEVEL)
1976
.00
114.
669
121.
769
2372
.00
114.
499
121.
799
6.24
Ø15
00
Ø15
005.
66
M-H 11D M-H 12D
PCP_
N5
ICO
MES
S
Ø 1500 MM
Ø 1500 MM
M-H
11D
CH-1
976.
00
M-H
12D
CH-2
372.
00
MAT
CH L
INE
4M
ATCH
LIN
E4
MAT
CH L
INE5
MAT
CH L
INE5
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 5/10)
KAN-PPM-PC-572
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 49: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/49.jpg)
121.00
122.00
123.00
124.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
122.
576.
4411
4.47
COVER DEPTH
GROUND LEVEL
OF SEWER LINEINVERT LEVEL
NODE NO.
DIAMETER (mm)
CHAINAGE
(MANHOLE TOP LEVEL)
3210
.00
Ø15
00PC
P_N6
J.K. KAMLA NIWØ 1500 MM
CH-3
210.
00
M-H
13D
MAT
CH L
INE5
MAT
CH L
INE5
MAT
CH L
INE
6M
ATCH
LIN
E6
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 6/10)
KAN-PPM-PC-673
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 50: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/50.jpg)
121.00
122.00
123.00
124.00
125.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
H I
NODE NO.
(MANHOLE TOP LEVEL)
CHAINAGE
DIAMETER (mm)
INVERT LEVELOF SEWER LINE
GROUND LEVEL
COVER DEPTH
3210
.00
114.
4712
2.57
3390
.00
114.
291
121.
391
3553
.00
114.
288
122.
188
3675
.00
120.
853
113.
753
3767
.00
113.
645
118.
745
Ø15
006.
45
6.27
5.44
5.56 3.45
Ø15
00
Ø15
00
Ø15
00
Ø15
00
M-H 13D
M-H 14DM-H 15D
M-H 16D
M-H 17D
PCP_
N7
J.K. KAMLA NIWAS
Ø 1500 MM
Ø 1500 MM
Ø 1500 MM
Ø 1500 MM
Ø 1500 MM
Ø 1500
CH-3
210.
00
M-H
13D
CH-3
390.
00
M-H
14D
CH-3
553.
00
M-H
15D
CH-3
675.
00
M-H
16D
CH-3
767.
00
M-H
17D
CH-3
847.
00
M-H
18D
MAT
CH L
INE
6M
ATCH
LIN
E6
MAT
CH L
INE
7
MAT
CH L
INE7
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 7/10)
KAN-PPM-PC-774
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 51: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/51.jpg)
121.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
3767
.00
113.
645
118.
745
3847
.00
113.
331
117.
241
4093
.00
113.
241
117.
241
4235
.00
113.
073
117.
073
(MANHOLE TOP LEVEL)
CHAINAGE
DIAMETER (mm)
NODE NO.
INVERT LEVELOF SEWER LINE
GROUND LEVEL
COVER DEPTH
Ø15
00
Ø15
00
Ø15
00
Ø15
00
3.45
2.76 2.34
2.33
M-H 17D
M-H 18D
M-H 20D
M-H 21DM-H 19D
3986
.00
114.
1611
7.47
739
86.0
02.
529
PCP_
N8
Ø 1500 MM
Ø 1500 MM
CH-3
767.
00
M-H
17D
CH-3
847.
00
M-H
18D
CH-3
986.
00
M-H
19D
CH-4
093.
00M
-H 2
0D
M-H
21D
CH-4
235.
00
Ø 1500 MM
Ø 1500 MM
Ø 1500 M
M
M-H 22
D
CH-43
36.00
MATC
H LIN
E8
MATC
H LINE
8
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 8/10)
KAN-PPM-PC-875
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 52: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/52.jpg)
121.00
113.00
111.00
112.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
DATUM 110.00
COVER DEPTH
GROUND LEVEL
OF SEWER LINEINVERT LEVEL
NODE NO.
DIAMETER (mm)
CHAINAGE
(MANHOLE TOP LEVEL)
Ø15
001.
6511
6.35
211
3.05
243
36.0
0
M-H 22D
Ø15
002.
3311
7.07
311
3.07
342
35.0
0
M-H 21D
M-H 27D
Ø15
001.
266
4416
.00
Ø15
001.
1244
76.0
0
PCP_
N9Ø
1500
2.19
4546
.00
Ø15
006.
6045
70.0
0
Ø15
005.
1946
54.0
0
113.
052
115.
952
M-H 23D
115.
811
113.
011
113.
010
116.
840
M-H 24D
M-H 25D
121.
250
113.
00
112.
995
119.
825
M-H 26DM-H 25D
Ø15
002.
2547
44.0
011
6.88
611
2.98
6
M-H 28D
FULL
OF B
ROKE
N BR
ICK A
ND S
OLID
WASTEBOKEN LIN
E
PANC
HGHA
RI GH
ATTO
RIVE
R
PARK
M-H
21D
CH-4
235.
00
Ø 1500 M
M
Ø 1500 M
M
Ø 1500 M
M
Ø 1500 MM
M-H 28D
CH-4824.0
0
Ø 1500 MM
Ø 1500 MM
Ø 1500 MM
Ø 1500 MM
M-H 22
D
CH-43
36.00
M-H
24D
CH-4
476.
00
M-H 2
5D
CH-45
46.00
M-H 23
D
CH-44
16.00
CH-45
70.00
M-H 2
6D
M-H 2
7D
CH-46
54.00
MATC
H LIN
E8
MATC
H LINE
8
MAT
CH L
INE9
MAT
CH L
INE
9
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 9/10)
KAN-PPM-PC-976
PLAN
L-SECTION
TBM-117.700 M.
BH-18
![Page 53: L-SECTION - JICA報告書PDF版(JICA Report PDF)open_jicareport.jica.go.jp/pdf/11797966_02.pdfCHORAHA KAMPANI BAGH TO CHUNNI GANJ TBM-125.060 KHATHA MITHA RESTAURANT REGIONAL WARD](https://reader034.vdocuments.site/reader034/viewer/2022051802/5afdbe337f8b9a814d8def6a/html5/thumbnails/53.jpg)
112.
979
Ø15
001.
6550
04.0
011
6.27
7
M-H 29D
Ø15
0011
6.32
351
791.
7311
2.95
2
M-H 1AM-H 28D
CHAINAGE
DIAMETER (mm)
NODE NO.
COVER DEPTH
113.00
INVERT LEVELOF SEWER LINE
GROUND LEVEL
110.00DATUM
112.00
111.00
118.00
116.00
117.00
115.00
114.00
120.00
119.00
121.00
4744
.00
Ø15
002.
3011
2.98
611
6.88
6
PARK
CHAB
BILE
PURV
A VI
LLAG
E
ACTI
ON
PLAN
T
GAN
GA
M-H
28D
CH-4
824.
00
M-H
29D
CH-5
004.
00
M-H
1A
Ø 1500 MM
Ø 1500 MM
Ø 1500 MM
MATCH LINE9
MATCH LIN
E 9
TOKYO ENGINEERING CONSULTANTS CO., LTD.CTI ENGINEERING INTERNATIONAL CO., LTD.
FEASIBILITY STUDY FOR KANPUR CITY
FOR GANGA RIVER IN THE REPUBLIC OF INDIAWATER QUALITY MANAGEMENT PLAN THE STUDY ON
AGENCYCOOPERATIONINTERNATIONALJAPAN
PLAN AND PROFILE OF MANHOLE SURVEYFROM PHOOL BAUG TO CHABBILE PURWA
(MEETING POINT OF 84" LINE TRUNK SEWER)(SHEET 10/10)
KAN-PPM-PC-1077
PLAN
L-SECTION
TBM-117.700 M.
BH-18