10
RIL CP STATION POND POND POND POND POND POND JM 3 . 1 8 ° BP EP BP BP EP BP BP EP 16.411m 17.828m 16.510m 16.093m 16.881m 16.559m 17.630m 17.393m 18.473m 18.236m 19.513m 19.276m Plan of Shivaji Nagar Interchange Plan of Shivaji Nagar Interchange B-034 The Preparatory Survey on the Project for Construction of Mumbai Trans Harbour Link JAPAN INTERNATIONAL COOPERATION AGENCY MUMBAI METROPOLITAN REGION DEVELOPMENT AUTHORITY JICA Oriental Consultants Global Co., Ltd. East Nippon Expressway Co., Ltd. Nippon Koei Co., Ltd. Nippon Engineering Consultants Co., Ltd. RAMP CA at Shivaji Nagar RAMP MA at Shivaji Nagar RAMP AC at Shivaji Nagar RAMP MJ at Shivaji Nagar RAMP AM at Shivaji Nagar RAMP JM at Shivaji Nagar JMA2 CAA2 CAP1 MAP1 MAA 2 MJP1 MJA 2 ACA2 ACP1 AM P 1 AMA2

Plan of Shivaji Nagar Interchange - JICA報告書PDF …open_jicareport.jica.go.jp/pdf/12270377_06.pdfPlan of Shivaji Nagar Interchange Plan of Shivaji Nagar Interchange B-034 The

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  • RIL

    CP

    STAT

    ION

    PON

    D

    PON

    D

    PON

    D

    PON

    D

    PON

    D

    PON

    D

    JM

    3

    3.18

    BPEP

    BP

    BP

    EP

    BP

    BP

    EP

    16.411

    m

    17.828

    m

    16.510

    m16.093

    m

    16.881

    m16.559

    m

    17.630

    m

    17.393

    m

    18.473

    m

    18.236

    m

    19.513

    m19.276

    m

    Plan of Shivaji Nagar Interchange

    Plan of Shivaji Nagar Interchange

    B-034

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

    RAMP CA at Shivaji Nagar

    RAMP MA at Shivaji Nagar

    RAMP AC at Shivaji Nagar

    RAMP MJ at Shivaji Nagar

    RAMP AM at Shivaji Nagar

    RAMP JM at Shivaji Nagar

    JMA2

    CAA2

    CAP1

    MAP1

    MAA2

    MJP1

    MJA2

    ACA2

    ACP1

    AMP1

    AMA2

  • LVL.

    LONGITUDINAL SECTION OF RAMP MA FROM MTHL TO PROPOSED NAVI MUMBAI AIRPORT

    CHAINAGE

    LVL.

    GROUND LVL.

    VERTICAL

    CHAINAGE

    HORIZONTAL

    FINISH ROAD

    EXISTINGGROUND LVL.

    VERTICAL

    16.828

    16.678

    8.150

    8.150i=0.500%L=30.000m

    i=3.300%L=258.400m

    LevelL=165.300m

    10

    15

    20

    5

    0

    15 15 15 15 15 1515 15 15 15 15 15 15 15 15Bridge Length 225

    STA 0+46.3(STA 17+121.1)

    Nose

    EXISTING GROUND LEVEL

    PROPOSED RAMP PROFILE 85005007500500

    900150

    600

    150

    2.5% SCOPE

    LC1 - 1

    Generel View of RAMP MA

    General View of RAMP MA at Shivaji Nagar Interchange

    at Shivaji Nagar Interchange

    1

    1

    1

    1

    B-035

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

  • LONGITUDINAL SECTION OF RAMP 'AC' FROM PROPOSED NAVI MUMBAI AIRPORT TO MTHL CHIRLE

    CHAINAGE

    LVL.

    GROUND LVL.

    VERTICAL

    HORIZONTAL

    CHAINAGE

    FINISH ROADLVL.EXISTING GROUND LVL.

    VERTICAL

    8.050

    7.574

    18.074

    18.236i=0.250%L=190.300m

    i=3.300%

    L=318.200m i=

    0.540%

    L=30.0

    00m

    10

    15

    20

    5

    0

    15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 151515Bridge Length 285

    STA 0+

    538.5

    (STA 1

    7+622.

    6)Nos

    e

    EXISTING GROUND LEVEL

    PROPOSED RAMP PROFILE8500

    5007500500

    900150

    600

    150

    2.5% SCOPE

    LC1 - 1

    Generel View of RAMP AC

    General View of RAMP AC at Shivaji Nagar Interchange

    at Shivaji Nagar Interchange

    1

    1

    1

    1

    B-036

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

  • CHAINAGE

    LVL.

    GROUND LVL.

    VERTICAL

    HORIZONTAL

    CHAINAGE

    FINISH ROADLVL.EXISTING GROUND LVL.

    VERTICAL

    LONGITUDINAL SECTION OF RAMP 'JM' FROM JNPT TO MTHL MUMBAI

    8.150

    8.150

    12.343

    15.943

    16.093

    LevelL=40.000m

    i=2.008%

    L=208.800m

    i=1.200%

    L=300.000m i=

    0.500%

    L=30.0

    00m

    10

    15

    5

    0

    20

    15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1515151515151515 15Bridge Length 390

    MTHL(SEWRI/MUMBAI)

    STA 0+

    578.8

    Nose

    (STA 1

    7+101.

    3)

    EXISTING GROUND LEVEL

    PROPOSED RAMP PROFILE8500

    5007500500

    900150

    600

    150

    2.5% SCOPE

    LC1 - 1

    Generel View of RAMP JM

    General View of RAMP JM at Shivaji Nagar Interchange

    at Shivaji Nagar Interchange

    1

    1

    1

    1

    B-037

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

  • CHAINAGE

    LVL.

    GROUND LVL.

    VERTICAL

    FINISH ROAD

    LONGITUDINAL SECTION OF LOOP MJ FROM MUMBAI TO JNPT

    HORIZONTAL

    GROUND LVL.

    CHAINAGE

    LVL.EXISTING

    VERTICAL

    17.393

    17.555

    i=0.54

    0%

    L=30.0

    00m

    8.329

    8.133i=2.426%L=380.300m

    i=0.245%L=80.000m

    10

    15

    5

    20

    0

    11 10 10 15 15 15 15 15 15 15 14 13 13 13 13 13 12 13 13 15 15 15 15 15 15 15 15 15

    Bridge Length 388

    Nose

    STA 0+

    49.7

    (STA 1

    7+466.

    0)

    EXISTING GROUND LEVEL

    PROPOSED RAMP PROFILE

    8500

    5007500500

    900150

    600

    150

    2.5% SCOPE

    LC1 - 1

    Generel View of RAMP MJ

    General View of RAMP MJ at Shivaji Nagar Interchange

    at Shivaji Nagar Interchange

    1

    1

    1

    1

    B-038

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

  • LONGITUDINAL SECTION OF LOOP 'CA' FROM CHIRLE TO NAVI MUMBAI AIRPORT

    CHAINAGE

    LVL.

    GROUND LVL.

    VERTICAL

    HORIZONTAL

    CHAINAGE

    FINISH ROADLVL.EXISTING GROUND LVL.

    VERTICAL

    16.559

    16.397i=0.540%L=30.000m

    i=2.022%L=403.100m 8.245

    8.347

    i=0.25

    5%

    L=40.0

    00m

    10

    15

    20

    5

    0

    -5

    15 15 15 15 15 15 15 15 15 15 15 15 13 13 1310 13 13 13 15 15 15 15 15 15 15Bridge Length 373

    Nose

    STA 0+

    561.0

    EXISTING GROUND LEVEL

    PROPOSED RAMP PROFILE

    8500

    5007500500

    900150

    600

    150

    2.5% SCOPE

    LC1 - 1

    Generel View of RAMP CA

    General View of RAMP CA at Shivaji Nagar Interchange

    at Shivaji Nagar Interchange

    1

    1

    1

    1

    B-039

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

  • CHAINAGE

    LVL.

    GROUND LVL.

    VERTICAL

    HORIZONTAL

    CHAINAGE

    FINISH ROADLVL.EXISTING GROUND LVL.

    VERTICAL

    8.299

    8.373

    19.567

    19.276

    i=3.300%

    L=339.200mi=

    0.247%

    L=30.0

    00m

    i=0.970%L=30.000m

    10

    15

    20

    5

    0

    STA 0+399.

    2Nose

    (STA 17+78

    7.1)

    PROPOSED RAMP PROFILE

    EXISTING GROUND LEVEL

    8500

    5007500500

    900150

    600

    150

    2.5% SCOPE

    LC1 - 1

    Generel View of RAMP AM

    General View of RAMP AM at Shivaji Nagar Interchange

    at Shivaji Nagar Interchange

    1

    1

    1

    1

    B-040

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

  • SHO

    P

    SHO

    PS

    HOP

    SHO

    P

    SHO

    P

    SHO

    P

    SHO

    P

    SHO

    P

    SHO

    P

    HUT

    HUT

    HUT

    WEL

    L

    CR

    USH

    ER A

    REA

    CR

    USH

    ER A

    REA

    CR

    USH

    ER A

    REA

    3

    3 .29

    5

    4.68

    IP-7

    25.885

    m25.924

    m

    25.558

    m

    29.495

    m

    29.433

    m29.035

    m

    29.872

    m

    25.885

    m

    Plan of SH54 Interchange

    B-041

    Plan of SH54 InterchangeThe Preparatory Survey on the Project

    for Construction ofMumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

    RAMP MP at SH54

    RAMP JM at SH54

    MPP1

    JMP1MPA2

    JMA2

  • LONGITUDINAL SECTION OF RAMP 'MP' FROM MUMBAI TO PANVEL

    CHAINAGE

    GROUND LVL.

    VERTICAL

    HORIZONTAL

    CHAINAGE

    FINISH ROADLVL.EXISTING GROUND LVL.

    VERTICAL

    25.924

    25.172

    8.182i=3.330%L=510.200m

    i=1.504%L=50.000m

    10

    15

    20

    25

    5

    0

    30 30 30 30 30 30 30 3030Bridge Length 270

    PROPOSED RAMP PROFILE

    EXISTING GROUND LEVEL

    LC

    4250 4250

    8500

    2.5% SLOPE

    1 - 1

    2000

    Generel View of RAMP MP

    General View of RAMP MP at SH54 Interchange

    at SH54 Interchange

    1

    1

    1

    1

    B-042

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

  • LONGITUDINAL SECTION OF RAMP JM

    i=3.163%

    L=603.600m

    25.107

    25.558

    i=1.50

    3%

    L=30.0

    00m

    3030303030303030 30Bridge Length 270

    STA 0+

    713.6

    Nose

    (STA 2

    0+350.

    0)

    PROPOSED RAMP PROFILE

    EXISTING GROUND LEVEL LC

    4250 4250

    8500

    2.5% SLOPE

    1 - 1

    2000

    VERTICAL

    GROUND LVL.

    CHAINAGE

    HORIZONTAL

    FINISH ROADLVL.EXISTING

    10

    15

    20

    25

    5

    0

    Generel View of RAMP JM

    General View of RAMP JM at SH54 Interchange

    at SH54 Interchange

    1

    1

    1

    1

    B-043

    The Preparatory Survey on the Project for Construction of

    Mumbai Trans Harbour Link

    JAPAN INTERNATIONAL COOPERATION AGENCY

    MUMBAI METROPOLITAN REGIONDEVELOPMENT AUTHORITY

    JICA

    Oriental Consultants Global Co., Ltd.East Nippon Expressway Co., Ltd.Nippon Koei Co., Ltd.Nippon Engineering Consultants Co., Ltd.

    B. BRIDGEGeneral View of Shivaji Nagar InterchangeGeneral View of SH54 Interchange