l-section - jica報告書pdf版(jica report...

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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 INDIA WATER QUALITY MANAGEMENT PLAN THE STUDY ON AGENCY COOPERATION INTERNATIONAL JAPAN PLAN AND PROFILE OF MAIN SEWER FROM PURANI CHUNGI TO CSPS (SHEET 1/17) KAN-PP-PC-1 25

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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

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

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

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

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

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

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

(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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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

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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

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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

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

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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

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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

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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

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