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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 & PROFILE FROM KIDWAI NAGAR POLICE STATION (Node : Z2') TO MUNSHI PURWA SPS (Node : X2)
(SHEET 1/7)
KAN-PP-KM-1111
MATCH LINE 1 MATCH LINE 1
MAT
CH L
INE
2M
ATCH
LIN
E 2
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 & PROFILE FROM KIDWAI NAGAR POLICE STATION (Node : Z2') TO MUNSHI PURWA SPS (Node : X2)
(SHEET 2/7)
KAN-PP-KM-2112
MATCH LINE 2MATCH LIN
E 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 & PROFILE FROM KIDWAI NAGAR POLICE STATION (Node : Z2') TO MUNSHI PURWA SPS (Node : X2)
(SHEET 3/7)
KAN-PP-KM-3113
MATCH LINE 3
MATCH LINE 4
MATCH LINE 4
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 & PROFILE FROM KIDWAI NAGAR POLICE STATION (Node : Z2') TO MUNSHI PURWA SPS (Node : X2)
(SHEET 4/7)
KAN-PP-KM-4114
MATCH LINE 4
MATCH LINE 4
MATCH LINE 5
MATCH LINE 5
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 & PROFILE FROM KIDWAI NAGAR POLICE STATION (Node : Z2') TO MUNSHI PURWA SPS (Node : X2)
(SHEET 5/7)
KAN-PP-KM-5115
MATCH LINE 5
MATCH LINE 5
MATCH LINE 6
MATCH LINE 6
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 & PROFILE FROM KIDWAI NAGAR POLICE STATION (Node : Z2') TO MUNSHI PURWA SPS (Node : X2)
(SHEET 6/7)
KAN-PP-KM-6116
MATCH LINE 6
MATCH LINE 6
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 & PROFILE FROM KIDWAI NAGAR POLICE STATION (Node : Z2') TO MUNSHI PURWA SPS (Node : X2)
(SHEET 7/7)
KAN-PP-KM-7117
112.00
111.00
110.00DATUM
119.
276
123.
076
00.0
0
66.0
012
2.85
911
9.05
9
119.00
118.00
114.00
113.00
117.00
116.00
115.00
124.00
123.00
122.00
121.00
120.00
194.
0012
3.08
811
8.68
8
122.
834
118.
834
138.
00
268.
0012
2.86
011
8.48
0
251.
0012
2.86
811
8.51
8
118.
480
122.
920
316.
00
376.
0012
3.34
011
8.48
0
469.
0012
3.19
911
8.36
5
529.
0012
3.27
711
8.18
5
597.
0012
3.36
511
8.06
5
MH-2MH-1
MH-3 MH-4
MH-5 MH-6 MH-7 MH-8MH-9 MH-10 MH-11
GROUND LEVEL (MANHOLE TOP LEVEL)
INVERT LEVELOF SEWER LINE
COVER DEPTH
NODE NO.
CHAINAGE
DIAMETER (mm)
CH_N
183
82.8
7
CH_N
283
83.5
3
TEMPLE DARGAHA SHREE BABA PEER RATAN NATH
CH-0
.00
MH-
1
CH-6
6.00
Shri Krishna park
CH-1
94.0
0
CH-1
38.0
0
MH-
4
Chinyot Bhawan
MH-
3
MH-
2
CH-4
69.0
0
CH-3
76.0
0
CH-3
16.0
0
MH-
6
CH-2
51.0
0
MH-
7
CH-2
86.0
0
MH-
5
Ø 838 MM
Ø 838 MM
Gandhi Smarak Park
MH-
9
MH-
8
Ø 838 MM
CH-6
57.0
0
MH-
11
MH-
10
Hari Palace
MH-
12
CH-5
97.0
0CH-5
29.0
0
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 CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASHTRI PARK JUHI(SHEET 1/8)
KAN-PP-CHM-1118
TBM-117.700 M.
BH-18
657.
0012
3.55
211
7.95
0
729.
0012
3.85
411
7.85
4
794.
0012
3.79
611
7.79
6
916.
0012
3.70
811
7.79
6
123.
365
118.
065
597.
00
123.00
DATUM 110.00
120.00
121.00
122.00
115.00
116.00
117.00
113.00
114.00
118.00
119.00
111.00
112.00
124.00 MH-11 MH-12 MH-13MH-14
MH-15
NODE NO.
CHAINAGE
DIAMETER (mm)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
CH_N
383
85.0
8
DARGAHA SHREE BABA PEER RATAN NATH
CH-7
94.0
0
CH-7
29.0
0CH-6
57.0
0
MH-
11
MH-
10
MH-
14
MH-
13
Ø 838 MM
Hari Palace
MH-
12
CH-5
97.0
0CH-5
29.0
0
CH-916.00
NAND LAL CHAURAHA
TO KIDWAI NAGAR
TO C T I
To Barra Bye pass
I B P Petrol Pump
MH-15
SABGI MANDI
MAT
CH L
INE
1
MATCH LINE 2
MATCH LINE 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 SURVEY FORM CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASHTRI PARK JUHI(SHEET 2/8)
KAN-PP-CHM-2119
TBM-117.700 M.
BH-18
1409
.00
122.
835
117.
335
1466
.00
122.
785
117.
335
123.
708
117.
796
916.
00
123.00
DATUM 110.00
120.00
121.00
122.00
115.00
116.00
117.00
113.00
114.00
118.00
119.00
111.00
112.00
124.00MH-15
MH-16MH-17
NODE NO.
CHAINAGE
DIAMETER (mm)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
CH-916.00
NAND LAL CHAURAHA
TO KIDW
AI NAGAR
TO C T I
To Barra Bye pass
I B P Petrol Pump
MH-15
MH-18
MH-17
CH-1409.00
BUILDING
CH-1466.00
MH-16
NAL KOO
P PARK
CH-1563.00
Ø 838 MM
STATE BANK OF INDIA
TO PARAM
PURAWA
TO G
OVIND NAG
ARCHAW
LA MARKET CHAURAHA
Ø 838 MM
Ø 838 M
M
TO FAZAL G
ANG
MATCH LINE 2
MATCH LINE 2
MATCH LINE 3
MATCH LINE 3
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 CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASHTRI PARK JUHI(SHEET 3/8)
KAN-PP-CHM-3120
TBM-117.700 M.
BH-18
123.00
DATUM 110.00
120.00
121.00
122.00
115.00
116.00
117.00
113.00
114.00
118.00
119.00
111.00
112.00
124.00
MH-17
MH-18 MH-19
MH-20 MH-21 MH-22 MH-23
NODE NO.
CHAINAGE
DIAMETER (mm)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
MH-
18
MH-17
CH-1409.00
BUILDING
CH-1466.00
MH-16
NAL KOOP PARK
CH-1
563.
00
Ø 8
38 M
M
STATE BANK OF INDIA
TO PARAM PURAWA
CHAWLA MARKET CHAURAHA
CH-1
901.
00
MH-
22MH-
21
CH-1
733.
00
MH-
19
CH-1
877.
00
MH-
20
CH-1
661.
00
Ø 838 MM
MH-
23CH
-208
6.00
Ø 838 MM
TO FAZAL GANG
MATCH LINE 3
MAT
CH L
INE
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 MANHOLE SURVEY FORM CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASHTRI PARK JUHI(SHEET 4/8)
KAN-PP-CHM-4121
TBM-117.700 M.
BH-18
123.00
DATUM 110.00
120.00
121.00
122.00
115.00
116.00
117.00
113.00
114.00
118.00
119.00
111.00
112.00
124.00MH-23 MH-24
MH-25 MH-26 MH-27
MH-28 MH-29
NODE NO.
CHAINAGE
DIAMETER (mm)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
MH-
23CH
-208
6.00
CH-2
362.
00CH-2
296.
00CH-2
226.
00
MH-
26
MH-
25
MH-
24
MH-29
MH-28
CH-2
498.
00
CH-2638.00
CH-2556.00MH-
27
Ø 838 MM
PAPU
LAR
DHAR
M K
ATA
TO CHAWLA MARKET
MAT
CH L
INE
4
MATCH LINE 5
MATCH LINE 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 MANHOLE SURVEY FORM CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASHTRI PARK JUHI(SHEET 5/8)
KAN-PP-CHM-5122
TBM-117.700 M.
BH-18
123.00
DATUM 110.00
120.00
121.00
122.00
115.00
116.00
117.00
113.00
114.00
118.00
119.00
111.00
112.00
124.00MH-29 MH-30
MH-31
MH-32
NODE NO.
CHAINAGE
DIAMETER (mm)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
MH-29CH-2638.00
PAPU
LAR
DHAR
M K
ATA
TO CHAWLA MARKET
TO C
HOTI
JUH
I
MH-32
MH-
31
CH-3
018.
00
CH-3203.00
CH-3
083.
00
MH-
30
Ø 838 MM
MH-
33
POLICE CHAUKI PARAMPURWA
Ø 838 MM
MATCH LINE 5
MATCH LINE 6
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 CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASTRI PARK JUHI(SHEET 6/8)
KAN-PP-CHM-6123
TBM-117.700 M.
BH-18
123.00
DATUM 110.00
120.00
121.00
122.00
115.00
116.00
117.00
113.00
114.00
118.00
119.00
111.00
112.00
124.00 MH-32 MH-33 MH-34MH-35
MH-36MH-37
NODE NO.
CHAINAGE
DIAMETER (mm)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
MH-35
CH-35
61.00
MH-32CH-3203.00
MH-34
MH-33
Ø 838 MM
POLICE CHAUKI PARAMPURWA
CH-3
353.0
0
CH-3
272.0
0
Ø 838 M
M
MH-38
MH-37
CH-36
93.00
CH-3835.00
MH-36
TO AFIM KHOTI
CH-37
65.00
Ø 838
MM
MATCH LINE 6
MAT
CH L
INE
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 MANHOLE SURVEY FORM CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASHTRI PARK JUHI(SHEET 7/8)
KAN-PP-CHM-7124
TBM-117.700 M.
BH-18
123.00
DATUM 110.00
120.00
121.00
122.00
115.00
116.00
117.00
113.00
114.00
118.00
119.00
111.00
112.00
124.00
MH-37MH-38
MH-39MH-40
NODE NO.
CHAINAGE
DIAMETER (mm)
COVER DEPTH
OF SEWER LINEINVERT LEVEL
GROUND LEVEL (MANHOLE TOP LEVEL)
MH-38
MH-37
CH-3835.00
TO AFIM KHOTI
CH-3765.00
CH-3960.00M
H-39
Ø 838 MM
MH-40HARIHAR NATH SHASTRI PARK JUHI
CH-4030.00
SULAB COMPLEX
MATCH LINE 7
MATCH LINE 7
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 FORM CHINYOT BHAVAN GOVIND NAGAR TO HARIHAR
NATH SHASHTRI PARK JUHI(SHEET 8/8)
KAN-PP-CHM-8125
124.00
111.00
DATUM 110.00
124.
369
122.
169
00.0
0
68.0
012
4.88
512
2.13
5
112.00
115.00
116.00
117.00
113.00
114.00
123.00
122.00
121.00
120.00
119.00
118.00
130.
0012
4.63
512
1.83
5
215.
0012
4.44
012
1.59
0
267.
0012
4.23
912
1.43
9
449.
0012
4.48
612
1.28
6
419.
0012
4.43
912
1.33
9
604.
0012
4.06
412
1.06
4
126.00
125.00
INVERT LEVEL
NODE NO.
OF SEWER LINE
COVER DEPTH
CHAINAGE
DIAMETER (mm)
GROUND LEVEL (MANHOLE TOP LEVEL)
IH_N
145
02.2
0
IH_N
245
02.2
7
MH-1
MH-2 MH-3MH-4
MH-5 MH-6MH-7
MH-8
STAR
T M
AN H
OLE
MH-
1
CH-6
8.00
CH-0
.00
MH-
2Ø 450MM
CH-1
30.0
0
CH-2
15.0
0
CH-2
67.0
0M
H-5
Ø 450 MM
MH-
4MH-
3
Ø 450 MM
CH-4
19.0
0
CH-4
49.0
0
PARAM PURAWA RAILWAY COLONY
MH-
6
MH-
7
Ø 450 MM
Ø 450 MM
OPEN LAND
MAT
CH L
INE
1M
ATCH
LIN
E 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 SURVEYFROM ISRARUDDIN CLINIC PARAM PURWA JUHI ALONG
RLY. COLONY TO HARIHAR NATH SHAHSRTI PARK (MEETING POINT 33" SEWER LINE) (SHEET 1/2)
KAN-PPM-IH-1126
TBM-117.700 M.
BH-18
120.
960
124.
061
656.
00
114.
460
124.
460
746.
00
604.
0012
1.06
412
4.06
4
113.00
DATUM 110.00
112.00
111.00
114.00
115.00
117.00
116.00
118.00
119.00
120.00
121.00
122.00
123.00
124.00
125.00
126.00
(MANHOLE TOP LEVEL)GROUND LEVEL
DIAMETER (mm)
CHAINAGE
COVER DEPTH
OF SEWER LINE
NODE NO.
INVERT LEVEL
IH_N
345
02.5
7
IH_N
445
09.3
5
MH-8MH-9 (MH-40)
Ø 450 MM
CH-6
04.0
0
CH-6
56.0
0
MH-
8
MH-
9
Ø 450 MM
(MH-40)
HARIHAR NATH SHASTRI PARK JUHI
(CH-4030.00)
CH-7
46.0
0
MAT
CH L
INE
1M
ATCH
LIN
E 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 ISRARUDDIN CLINIC PARAM PURWA JUHI ALONG
RLY. COLONY TO HARIHAR NATH SHAHSRTI PARK (MEETING POINT 33" SEWER LINE) (SHEET 2/2)
KAN-PPM-IH-2127
110.00DATUM
121.
401
123.
101
00.0
0
114.00
112.00
111.00
113.00
117.00
116.00
115.00
123.00
122.00
121.00
120.00
119.00
118.00
124.00
51.0
012
3.22
612
1.32
6
116.
0012
3.44
112
1.14
1
121.
199
123.
299
76.0
0
121.
049
123.
399
171.
00
280.
0012
3.95
012
0.65
0
120.
847
123.
589
255.
00
245.
0012
3.49
712
0.84
7
120.
428
124.
328
314.
00
389.
0012
4.34
112
0.39
1
120.
235
124.
435
423.
00
120.
142
124.
442
506.
00
476.
0012
4.58
212
0.18
2
536.
0012
4.55
212
0.10
2
M-H 1 M-H 2 M-H 3 M-H 4M-H 5
M-H 6 M-H 7 M-H 8 M-H 9M-H 10 M-H 11 M-H 12
M-H 13 M-H 14
GI_
N176
00.
86
DIAMETER (mm)
CHAINAGE
NODE NO.
COVER DEPTH
(MANHOLE TOP LEVEL)
OF SEWER LINEINVERT LEVEL
GROUND LEVEL
GI_
N276
02.
46
M-H 11
CH-423.00
CH-2
45.00
M-H
7
M-H
6
CH-2
55.00
CH-1
71.00
Ø 760MM
M-H
5
M-H 12
CH-476.00
Ø76
0MM
CH-536.00
CH-506.00
M-H 13
M-H 14
M-H 10
CH-389.00
Ø760MM
Ø76
0MM
M-H
8CH
-280
.00
M-H
9 CH-314.00
GEET
A NA
GAR
CROS
SING
G.T
ROAD
(MNH
-91)
M-H
2
M-H
1
CH-0
.00
Ø 760 MM
CH-5
1.00
CH-7
6.00
CH-1
16.00
M-H
3
M-H
4
MATCH LINE 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 SURVEYFROM GEETA NAGAR CROSSING
G.T. ROAD (NEAR) TO ITI CHAURAHA(SHEET 1/4)
KAN-PPM-GI-1128
TBM-117.700 M.
BH-18
536.
0012
0.10
212
4.55
2
119.
926
704.
0012
4.42
6
744.
0011
9.83
412
4.26
4
119.
777
774.
0012
3.67
7
847.
0011
9.68
712
3.58
7
920.
0011
9.48
212
3.48
2
986.
0011
9.30
712
3.70
7DATUM 110.00
115.00
114.00
112.00
111.00
113.00
119.00
118.00
116.00
117.00
124.00
123.00
122.00
121.00
120.00
M-H 14
M-H 15 M-H 16
M-H 17M-H 18
M-H 19 M-H 20
GROUND LEVEL
INVERT LEVELOF SEWER LINE
(MANHOLE TOP LEVEL)
COVER DEPTH
NODE NO.
CHAINAGE
DIAMETER (mm)
GI_
N376
03.
58
M-H 20
CH-986.00
TO VIJAY NAG
AR
Ø760MM
M-H 19
CH-920.00
Ø760MM
CH-536.00M
-H 14
M-H 15
CH-704.00
M-H 16
CH-744.00
KULWANTI HOSPITAL
CH-774.00M
-H 17
CH847.00M
-H 18
MAT
CH L
INE
1
MAT
CH L
INE
1
MAT
CH L
INE
2
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 GEETA NAGAR CROSSING
G.T. ROAD (NEAR) TO ITI CHAURAHA(SHEET 2/4)
KAN-PPM-GI-2129
TBM-117.700 M.
BH-18
123.
807
986.
0011
9.30
712
3.70
7
1201
.00
118.
827
1319
.00
118.
572
123.
942
118.
257
1459
.00
124.
257
1574
.00
118.
014
124.
474DATUM 110.00
115.00
114.00
112.00
111.00
113.00
119.00
118.00
116.00
117.00
124.00
123.00
122.00
121.00
120.00
M-H 20 M-H 21 M-H 22 M-H 23 M-H 24
GROUND LEVEL
INVERT LEVELOF SEWER LINE
(MANHOLE TOP LEVEL)
COVER DEPTH
NODE NO.
CHAINAGE
DIAMETER (mm)
GI_
N476
05.
16
CH-986.00
Ø760MM
TO VIJAY NAGARM
-H 20
CH-1459.00CH-1201.00 CH-1319.00
Ø760MM
Ø760MM
VIMA HOSPITAL
POLICE CHOKI
M-H 23
M-H 22
M-H 21
CH-1574.00
Ø760MM
M-H 24
MATC
H LIN
E 2
MATC
H LIN
E 2
MAT
CH L
INE
3M
ATCH
LIN
E 3
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 GEETA NAGAR CROSSING
G.T. ROAD (NEAR) TO ITI CHAURAHA(SHEET 3/4)
KAN-PPM-GI-3130
TBM-117.700 M.
BH-18
1574
.00
118.
014
124.
474
117.
867
124.
427
1640
.00
1706
.00
117.
867
124.
031
117.
811
1731
.00
124.
061
117.
702
1761
.00
123.
972
1746
.00
117.
726
124.
026
1811
.00
117.
689
123.
629
124.
606
1849
.00
117.
656
DATUM 110.00
115.00
114.00
112.00
111.00
113.00
119.00
118.00
116.00
117.00
124.00
123.00
122.00
121.00
120.00
M-H 24M-H 25
M-H 26M-H 27
M-H 28M-H 29
M-H 30
M-H 31
GROUND LEVEL
INVERT LEVELOF SEWER LINE
(MANHOLE TOP LEVEL)
COVER DEPTH
NODE NO.
CHAINAGE
DIAMETER (mm)
GI_
N576
05.
45
CH-1640.00
CH-1731.00
CH-1706.00
CH-1746.00
CH-1761.00
Ø760MM
FUND OFFICE COLONY
M-H 29
M-H 28
M-H 25
M-H 26
M-H 27
CHAURAHA
I.T.I.
Ø760MM
CH-1849.00
CH-1811.00FUND OFFICE
TO MEDICAL COLLEGE
TO J.K. MANDIRM-H 30
M-H 31
M-H 24
CH-1574.00
MAT
CH L
INE
3
MAT
CH L
INE
3
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 GEETA NAGAR CROSSING
G.T. ROAD (NEAR) TO ITI CHAURAHA(SHEET 4/4)
KAN-PPM-GI-4131
TBM-117.700 M.
BH-18
TBM-121.135M
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 & PROFILE OF LAKHANPURA SPS RISING MAIN
(SHEET 1/2)
KAN-PP-MP_RM1-1137
TBM-121.135M
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 & PROFILE OF LAKHANPUR SPS RISING MAIN
(SHEET 2/2)
KAN-PP-MP_RM1-2138
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 1/9)
KAN-PP-MP_LP-1139
TBM-122.395M
BH-10
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 2/9)
KAN-PP-MP_LP-2140
TBM-125.710M
TBM-125.685M
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 3/9)
KAN-PP-MP_LP-3141
TBM-125.230M
NALLA NEAR KALYANPUR LPG
GAS
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 4/9)
KAN-PP-MP_LP-4142
TBM-125.825M
TBM-124.990M
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 5/9)
KAN-PP-MP_LP-5143
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 6/9)
KAN-PP-MP_LP-6144
TBM-125.065M
TBM-125.575M
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 7/9)
KAN-PP-MP_LP-7145
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 8/9)
KAN-PP-MP_LP-8146
TBM-128.590M
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 FROM LAKHANPUR SPS TO
PANKI SPS (SHEET 9/9)
KAN-PP-MP_LP-9147
TBM-128.590M
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 PANKI PS RISING MAIN
KAN-PP-MP_RM2-1 148
