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  • UserText BoxDENAH BANGUNAN TUBUH BENDUNGAN, PELIMPAH DAN SALURAN PENGELAK

  • EL.+5.00

    EL.+5.50

    EL.+5.50

    EL.+6.50

    EL.+5.00

    LEMBAR NR. :

    350

    10570

    175 m140

    SKALA

    :

    V - 01

    PENG

    - 501 - R1D

    ENAH

    UM

    UM

    BANG

    UN

    AN PEN

    GELU

    ARAN

    JUD

    UL : BA

    NG

    UN

    AN

    PENG

    ELUARAN

    Kegiatan :

    Pekerjaan :

    No.R

    egister :

    No.Lem

    bar :

    TanggalN

    o. KontrakD

    irencana : Ir. Supriyono

    Diperiksa : Ir. R

    B. Sumarsono, M

    .Eng.

    DISETU

    JUI

    Ref.F

    100.0090

    00.00

    157,080IpO

    .1

    KO

    OR

    DIN

    AT TITIK BELO

    KJAR

    I-JARI

    SU

    DU

    T BELO

    KANP

    ANJAN

    GR

    ef/IpX

    (ke-Timur)

    Y (ke-U

    tara)B

    ELOKAN

    ALEN

    GK

    UN

    GE

    (m)

    (m)

    (m)

    '

    "(m

    )R

    (m)

    Lc

    PAN

    JANG

    TANG

    EN

    (m)

    T

    TITIK

    --

    --

    --

    -480.987,186

    480.987,1869.870.555,643

    481.453,086 9.871.211,748

    IpO.2

    Ref.G

    75.0060

    00.00

    78,5239.870.301,154

    481.427,973-

    --

    --

    --

    Sta.0

    Sta.1

    Sta.3

    Sta.2

    Sta.4

    Sta.5

    Sta.6

    9.871.211,748100.0043.301

    41.42111.603

    S.2A2

    S.1A2

    S.3A2

    S.4A2

    30.00

    25.00

    TglN

    o.Rev

    Diset

    Direnc

    Oleh

    Yang Direvisi

    1

    22.58

    19.90

    18.62

    17.47 11.95

    0.87

    40.26

    38.60

    100.00

  • S= 0.001111

    87.25

    87.25

    Timbunan dipadatkan

    7.98

    42.25

    Sta.16-2.150 800.000

    94.00

    Cone resisitance 100 kg/cm

    2

    Cone resisitance 100 kg/cm2

    Konduit beton 2.0 m x 2.0 m

    TRANSITION

    45.00

  • 54.00

    12.00 12.00

    54.00

    12.00 12.00

    52.64

    12.00 12.00

    1.01.5

    1.01.5

    1.01.5

    EL. +1.50

    17.50

    25.78

    1.01.5

    1.01.5

    1.01.5

    1.01.5

    8.7623.31 19.87 16.18 22.76

    43.00

    43.00

    Timbunan tanah pilihan

    EL. +3.00

    Galian pelimpah

    Galian pelimpah

    Galian pelimpah

    Galian pelimpah

    Galian pelimpah

    1.071.07

    0.40

    0.10

    Beton K-225

    Beton K-125

  • STA.18

    STA.19

    STA.17

    1.01.5

    EL. -2.50

    25.005.25

    3.00 3.00

    5.25

    8.00

    4.80 4.80

    8.00

    8.00 3.00 3.00 8.00

    4.403.00 4.40 3.00

    16.85

    11.0

    9710

    .000

    5.50

    0

    CL

    EL. 1.00

    EL. 5.00

    11.0

    EL. 1.00

    11.0

    10.0

    00

    8.00

    0

    CL

    CL

    4.46

    4

    5.00

    0

    6.00

    0

    7.00

    0

    7.00

    0

    EL. 5.00

    EL. 1.001.0

    2.0 EL. 1.00 1.02.0

    EL. 5.00

    EL. 1.00

    1.02.0

    2.74

    5

    EL.-3.40

    10.90

    1.001.00 8.90

    4.40

    11.0

    11.0

    EL. 1.00

    1.0

    2.00

    0

    22.001.50 1.50

    (steel sheet pile)Tiang pancang baja

    2.0

    EL. -2.20

    2.00

    0

    1.50

    (steel sheet pile)Tiang pancang baja

    1.50

    Bervariasi (14.0 ~ 25.0 m)

    EL. -2.20

    5.50

    21.009.005.00 55.00

    Elev.(+m)

    10

    -5

    0

    5

    -10

    15

    Elev.(+m)

    10

    -5

    0

    5

    -10

    15

    Elev.( +m ) :

    10

    -5

    0

    5

    -10

    15

    EL. 6.50

    EL.+9.50

    2.0043.00 4.50

    27.00

    1.01.5

    8.00 55.00

    43.00

    35.00 8.00 3.28 4.76 12.79 14.14 3.66

    EL. 5.00

    10.0

    00

    5.00

    0

    3.00

    0

    3.00

    0

    Timbunan tanah pilihan

    Timbunan tanah pilihan

    Timbunan tanah pilihan

    5.50

    3.00

    6.00

    0

    5.71

    2

    5.00

    0

    4.00

    0

    3.00

    0

    EL.2.80

    EL. 5.00

    Timbunan tanah pilihan

    Timbunan tanah pilihan Timbunan tanah pilihan

    Muka tanah asli

    Muka tanah asli

    Muka tanah asli

    Muka tanah asli

    Muka tanah asli

    EL. 5.00

    3.00

    0

    3.00

    0

    2.00

    0

    2.00

    0

    Timbunan tanah pilihanMuka tanah asli

    Timbunan tanah pilihan

    1.001.00

    1.001.00

    EL.-5.20

    0.50

    Beton K-400

    Beton B0

    5.50 1.001.00

  • S= 0. 001111

    Sa mb. Kontraksi dg Wat erstopLant ai Kerj a Bet on, Bet on B0

    Ti mbunan di padatkan

    7.96

    Ti mbunaninti( l empungl anauan)

    100.00

    Lant ai Kerj a, Bet on B0

    Lapis Bet on K-400

    S, APOTONGANA- A

    S, APOTONGAN B- B ( STA.14+30.5 )

    B

    8.90

    5.50

    1V:2.0 H

    3.67

    4.99

    1V:1.36

    H

    19.50

    5.12

    2.67

    1.25

    POTONGAN C- CS, B

    55010 10530

    300

    1010

    280

    D16 - 30 D22 - 25

    D22 - 25

    D16 - 30

    7016

    070

    50 200 50 180 70

    D19 - 25

    D22 - 25D16 - 30

    5050

    200

    D16 - 30

    D16 - 30

    Water st op

    PENULANGAN POT. B- BS, B

    55010 10530

    10

    1022

    0

    D16 - 30 D22 - 25

    D22- 25

    D16 - 30

    7016

    070

    50 200 50 200 50

    D19 - 25

    D22- 25D16 - 30

    5050

    200

    1:0. 5

    1: 0. 5

    3.35

    22.00

    5.50

  • 0.20

    6.75

    1V : 1.5H

    1.00

    0.70

    EL. 6.90

    DEN

    AH (PO

    T. B - B)Skala, A

    As. Bangunan Pengeluaran

    Besi Injakan D

    22 @ 30

    (Digalvanisir)

    I

    Tangga InspeksiE

    L. 1.50

    EL. 1.50

    0.30

    2.20

    1.00

    EL.-2.00

    EL.1.50

    0.80

    EL. 6.50

    EL. 6.50

    0.35

    0.30

    XX

    Slot P

    intu Operasional dg

    Penutup grating baja grating

    Pipa V

    entilasi udara GS

    P

    100

    Slot P

    intu Pem

    eliharaan Hulu dg

    penutup Grating B

    aja

    EL. 7.00

    EL. 6.80

    Pintu Folding Baja

    Lubang masuk dg penutup grating baja

    EL. 7.00

    Garis D

    atumL C

    0.700.65

    0.70

    0.80

    0.70 1.00 6.75

    0.300.90

    0.353.65

    0.350.90

    0.30

    9.30

    0.90

    2.930.352.930.35

    0.90

    0.30

    1.40

    EL. -2.00Skala, APO

    TON

    GAN

    A-A

    0.30

    0.250.25

    Beton K

    -225Lantai Kerja Beton B0

    0.907.00

    1.508.00

    2.00

    2.00

    EL. 1.50

    3.50

    0.10

    EL. 6.50

    TRA

    NS

    ITION

    0.70

    0.10 0.50 2.00 0.50

    0.50

    2.50 4.50

    0.85

    0.70

    1.00

    0.40

    0.90

    Pintu B

    aja Folding

    EL. 7.00

    EL. 2.50

    4.00

    Sam

    b. Kontraksi dg

    PVC

    Waterstop, B = 24 cm

    1.00

    0.50R = 0.75

    0.500.85

    0.25 Iron Step D

    22 @ 30

    (Digalvanisir)

    Blockout C

    oncreteB

    eton K-400

    Garis D

    atum P

    intu Operasional

    Grs. D

    atum Pintu Pem

    eliharaan Hulu

    0.70

    EL. -2.00

    POTO

    NG

    AN C-C

    Skala, A

    0.25

    0.40

    0.15

    Blockout, B

    eton K-400 (Tipe-A

    )

    1.50

    0.20

    0.30

    0.90

    Pagar pengam

    an, GS

    P

    65 mm

    0.70

    0.75

    0.80 2.00 1.30 2.00 0.80

    0.50

    1.15

    0.25

    1.000.700.80 0.70

    CL

    As R

    umah P

    intu Hulu

    Garis D

    atum P

    intuBordes utk inspeksi, E

    l. +2.50

    XX

    0.80 3.003.00

    Besi Injakan D

    22 @ 30

    (Digalvanisir)

    Lantai Kerja, Beton B0

    EL.1.50

    EL. -2.00

    EL. 1.50

    0.60

    11.00

    0.50

    0.400.60

    EL.-2.00

    1.20

    0.300.70

    7.00

    8.00

    Balok B

    aja Monorail Profil I-300

    Monorail H

    oist 5 Ton

    Lantai Kerja, Beton B0

    1.00

    0.50

    0.10

    Timbunan tanah pilihan

    MAM

    0.00

    EL. -2.00

    R= 7. 20 mA= 45.0 o^

    MAN

    +3.50E

    L. 3.00

    Saringan Sam

    pah

    12.25

    EL. 3.00

    EL.-2.00

    EL. 1.50

    EL. 1.50

    As. Bangunan Pengeluaran

    0.50

    11.00

    5.00

    6.90

    Saringan Sam

    pah

    3.00 3.000.15

    11.30

    0.40

    2.50

    7.55.0

    12.5m10.0

    SKALA :

    V - 08

    PENG

    - 508D

    ENAH

    DAN

    POTO

    NG

    AN R

    UM

    AH PIN

    TU H

    ULU

    JUD

    UL : BA

    NG

    UN

    AN

    PENG

    ELUARAN

    Kegiatan :

    Pekerjaan :

    No.R

    egister :

    No.Lem

    bar :

    TanggalN

    o. KontrakD

    irencana : Ir. Supriyono

    Diperiksa : Ir. R

    B. Sumarsono, M

    .Eng

    DISETU

    JUI

    I

    IIIIIII III

    IV

    IV

    V

    V

    VI

    VI

    VII

    VII

    AA

    II

    IIII

    IIIIIIIV IV

    V V

    VIV

    IV

    II

    VII

    BB

    CC

    DD

    IIV

    IIV

    IV IV

    IIIII

    VII

    VI

    V IVIII

    II

    AA

    LEMBARNO.:

    5.255.25 10.002.00 2.00

    1 : 1.51 : 1.5

    EL.-2.00

    5.255.25 10.002.00 2.00

    1 : 1.51 : 1.5

    1.25

    1.00 0.20

    Tiangpancangbaja(steelsheetpile)

    0.50 2.001.99

    4.00TR

    AN

    SIS

    I

    Timbunan tanah pilihan

    EL.-5.00

    3.00 5.00

    EL. 3.00

    1.25

    12.25

    0.60 0.40

    0.50

    0.30

    0.3