Gambar Upload Wain

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Page 1: Gambar Upload Wain
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DENAH BANGUNAN TUBUH BENDUNGAN, PELIMPAH DAN SALURAN PENGELAK
Page 2: Gambar Upload Wain
Page 3: Gambar Upload Wain

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

Page 4: Gambar Upload Wain

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

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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

Page 6: Gambar Upload Wain

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

Page 7: Gambar Upload Wain

S= 0.001111

Samb. Kontraksi dg Waters top

Lantai Kerja Beton, Beton B0

Timbunan dipadatkan

7.96

Timbunan inti( lempung lanauan )

100.00

Lantai Kerja, Beton B0

Lapis Beton K-400

S, APOTONGAN A - A

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

B

8.90

5.50

1V:2.0H

3.67

4.99

1V:1.36H

19.50

5.12

2.67

1.25

POTONGAN C - CS, B

550

10 10530

300

1010

280

D16 - 30 D22 - 25

D22 - 25

D16 - 30

70160

70

50 200 50 180 70

D19 - 25

D22 - 25D16 - 30

5050

200

D16 - 30

D16 - 30

Water stop

PENULANGAN POT. B - BS, B

550

10 10530

10

10220

D16 - 30 D22 - 25

D22 - 25

D16 - 30

70160

70

50 200 50 200 50

D19 - 25

D22 - 25D16 - 30

5050

200

1: 0.5

1 : 0 . 5

3.35

22.00

5.50

Page 8: Gambar Upload Wain

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 Ø

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 Ø

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 . 2 0 m

A = 4 5 . 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

Tiangpancang

baja

(stee

lsheetpile)

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

0.35

0.35

0.50

0.50 0.50

Page 9: Gambar Upload Wain

10.10

0.50

EL. 3.00

1.50

0.60

Monorail H

oist 5 Ton

3.30

EL. 7.00

Garis D

atum P

intu

EL. -2.00

ALIR

AN

0.60

10.00 6.256.25

EL. -2.00

POTO

NG

AN I-I

Skala, A

5.00

1.00

6.80 ~ 10.000.50

0.50

1.50

6.80

3.003.00

0.80

0.60

Besi Injakan D

22 @ 30 (D

igalvanisir)

Trashrack tdk ditam

pakkan

EL. -2.00

3.000.80

3.00

6.80

EL. 1.50

CL

3.50

POTO

NG

AN II-II

Skala, A

EL.-2.60

Beton K

-400

EL. -2.00

1.051.05

0.200.20

0.680.69

0.680.69

0.10 0.50

3.60

11.40

L C

EL. 6.50

8.90

2.571.02

2.57

2.19

EL. 6.90

EL. 6.50

1.50

4.50

0.50

1.00

0.35

0.10

3.79

1 : 1.5

1 : 1.5

0.400.30 0.25

Lantai Kerja, B

eton B0

POTO

NG

AN III-III

Skala, A

0.200.30

L CCL

0.50

0.30

EL.-2.00

Beton K

-400

Blokout C

oncrete, Beton K

-400

2.60

2.80

1.000.20

0.10 0.70

0.500.30

0.50

3.80

11.00

1.051.05

0.200.80

0.80

9.00

L C

5.005.00

10.00

1.00

0.30

2.001.30

0.50

2.00

8.90

4.25

2.00

0.25

0.45

0.80

Anchor B

ar D22 @

50 cm

Anchor B

arD

22 @ 50

1.75 0.20

0.60

EL. 7.00

Beton K

-225

0.45

0.250.30

0.45

0.25

3.25

TRA

NS

ITION

BLO

CK

OU

T CO

NC

RE

TE

AN

CH

OR

BA

R (D

22 @500)

As R

umah P

intu Hulu

1.001.00

0.50

1.00

0.45

0.30

0.40

0.50

2.00

2.00

CL

KO

ND

UIT B

AJA

ALIRAN4.00

8.00

0.500.50 2.000.50

L C

ALIRAN

0.80 1.30 2.00 0.80

2.50

0.30

0.20

1.001.00

8.90

Skala, APO

TON

GAN

D - D

1.20

0.703.000.803.000.60

1.200.70

7.00

2.25

0.30

11.0E

L. 1.00

EL. 1.001.01

EL. 1.00

EL. 4.00

11.0

1.0

1.0

9.739.73

2.001.30

2.001.00

DISETU

JUI

Diperiksa : Ir. R

B. Sumarsono, M

.Eng.

Direncana : Ir. Supriyono

No. Kontrak

Tanggal

No.Lem

bar :

No.R

egister :

Pekerjaan :

Kegiatan :

JUD

UL : BA

NG

UN

AN

PENG

ELUARAN

POTO

NG

AN RU

MAH

PINTU

HU

LUPEN

G - 509

V - 09

SKALA :10.0

12.5m5.0

7.50

2.5

LEMBARNO.:

11.0

11.0

EL. 1.00

11.0

11.0

1.01

EL. 4.00

EL. 1.00

11.0E

L. 1.00

11.0

1.0

1.0

EL. 6.50

EL. 6.50

Timbunan tanah pilihan

Timbunan tanah pilihan

Timbunan tanah pilihan

Timbunan tanah pilihan

9.30

Page 10: Gambar Upload Wain

L C

2.200.50

2.200.40

0.401.75

1.755.70

0.200.20

2.20 0.400.50

3.100.10

EL. 6.50

Beton K

-400

Lantai Kerja, B

eton B0

3.60

EL.-2.60

9.20

PO

TON

GA

N V

II-VII

Skala, A

11.00~9.80

EL.-2.60

Lantai Kerja, B

eton B0

Beton K

-400

EL. -2.00

0.10

3.10

0.50

0.50

0.20

5.50 ~ 6.90

0.80~0.500.80~0.50

2.001.30~0.50

2.00

EL. 6.50

EL. 6.50

CL

PO

TON

GA

N V

I-VI

Skala, A

Timbunan D

ipadatkan

L C

5.055.05

10.10

EL. 6.50

EL. 6.90

1.50

4.50

0.501.00

0.35

0.10

3.79

EL. 7.00

0.400.30

0.25

2.001.30

2.000.80

0.80

1.051.05

6.901.00

1.00

2.00 0.500.70

3.00

0.10

EL. -2.00

Beton K

-400

Lantai Kerja, B

eton B0

3.80

11.00

EL.-2.80

3.80

Pintu B

aja Folding

EL. 11.90

EL. 11.20

PO

TON

GA

N V

-VS

kala, A

PO

TON

GA

SN

IV-IV

Skala, A

0.30 1.25

0.75

EL. 2.50

EL.-2.00

0.404.10

0.302.20

Besi Injakan D

22 @ 30 cm

, digalvanisir

0.80

0.45

0.75

0.25

2.00

8.90

2.001.30

2.001.00

10.00

5.005.00

CL

9.80

0.800.80

0.20 1.051.05

11.00

3.80

0.700.10

4.90

0.20

1.00

0.901.10

Beton K

-400

Lantai Kerja, B

eton B0 E

L.-2.80

EL.-2.00

L CCLE

L. 7.00

10.10

EL. 1.00

3.001

1.0

EL. 1.00

EL. 1.00

11.0

EL. 4.00

EL. 4.00

EL. 1.00

3.60

3.00

EL. 1.00

EL. 4.00

1.01

2.50

7.55.0

12.5m10.0

SKALA :

V - 10

PENG

- 510PO

TON

GAN

RU

MAH

PINTU

HU

LU

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

LEMBARNO.:

EL. 4.00

11.0

EL. 1.00

3.00

11.0

1.01

11.0

3.00

1.01

EL. 4.00

11.0

11.0

3.60

3.00

EL. 1.00

1.01

EL. 4.00

1.01

3.60

3.00

EL. 1.00

1.01

EL. 4.00

11.0

11.0

11.0

3.00

3.00

0.20

2.10

Timbunan tanah pilihan

Timbunan tanah pilihan

Timbunan tanah pilihan

Timbunan tanah pilihan

Timbunan tanah pilihan

Page 11: Gambar Upload Wain

0.50

1.00

EL. -2.00

EL. -2.00

0.70

0.50

4.00

EL. 2.50

EL. 7.00

0.40

0.70

0.85

6.50

0.50

0.502.000.50

5.00

EL. 1.50

BB

3.00

8.007.00

4.80

VI

VI

VII

VII

II

V V

II II

0.25C

C

IVIV

IIIIII

PO

TON

GA

N A-A

EL. -2.00

3.40

0.70

EL. 3.00

1.50

6.75

0.10

[email protected]=

2.00

0.13

12.25

0.50

[email protected]=11.75

0.13

0.10

2.40

[email protected]=8.70

[email protected]=6.80

0.10

0.85

[email protected]=5.10

0.13

[email protected]=3.75

0.30

0.30

0.10

0.10

0.50 5.00

5.50

0.506.80~

10.000.50

0.100.10

0.30

D16-30

D16-30

D16-25

PO

T. I - ID16-30

D22-25

D19-25

D16-30D16-30

D19-25

D16-30

D19-30

2.20

D16-25

D16-30

2.00

D16-30

D22-25

D16-30

D22-25

0.50

0.50

D22-25

D19-25

D16-30

D16-25

D16-25

D16-25

D16-30

D16-25

D16-25

D19-25

D16-25

D16-25

D19-25

D16-30

0.500.30

0.30

0.30

0.800.80

0.500.50 0.10 0.100.60

0.802.00

1.30

0.100.10

0.80 2.00 2.00 0.80

0.901.40

0.70

0.300.30

1.302.000.80

0.40

1.600.50

0.70

0.802.10

PO

T. C - C

EL. -2.00

0.60 3.00 0.80 3.00

10.00 6.256.25

3.25

1.000.50

1.00

0.30

2.00

2.00

KO

ND

UIT

4.008.00

0.500.50 2.100.50

4.80

0.80 1.30 2.00

0.80

EL. -2.00

2.252.20

2.50

0.50

Skala, A

PO

TON

GA

N B - B

0.50

0.50

0.10

11.00

0.130.37

[email protected]=11.75

0.10

0.50

0.30

2.60

1.00

0.70

0.300.50

0.801.00

0.30

2.001.30

0.50

2.00

8.90

2.000.25 1.75

EL. 7.00

1.100.90

1.001.00

2.001.30

2.00

8.90

EL. 2.50

0.751.25

0.30

EL.-2.00

0.70 9.00

2.00

0.75

2.20

PO

TON

GA

N IV-IV

PO

TON

GA

N III-III

Skala, A

EL. -2.00

1.001.00

6.90

0.800.80

2.001.30

2.00

3.20

0.70 0.502.00

PO

TON

GA

N V-V

PO

TON

GA

N VI-VI

2.101.30~

0.502.10

0.80~0.50

0.80~0.50

2.10 0.500.50

3.10

EL. -2.00

PO

TON

GA

N VII-VII

D19-25

D22-25

D16-25

D16-25

D16-30

D19-25

D16-25D16-30

D16-30

D19-25

D16-25

D16-25

D16-30D22-25

D19-25

0.10

5.70 ~ 6.90

0.100.10

5.60

6.90

D16-30

D16-30

D16-30

D19-25

D22-25

0.100.80

0.10

0.10

D19-25

D16-30

D19-25

D19-25

D16-30

D16-25

D16-25

D16-30

D19-25

D16-30

D16-30

D19-25

D16-30

D19-25

D19-25

D19-25D19-25

D19-25

[email protected]=5.70

[email protected]=

2.00

7.00

[email protected]=8.70

0.15

D19-30

D16-25

D19-30

D19-25

D16-30

D16-25

D16-30

D16-20

D16-25

D16-25D16-12.5

D16-12.5

D16-25

D16-30

0.40

9.00

0.50

8.90

EL. 7.00

9.30

EL. -2.00

0.80

9.00

0.40

1.201.20

[email protected]=8.500.10

9.000.70

0.801.20

1.300.90

1.100.80

1.20

9.30

0.800.80

2.00

D19-25

D16-25

D19-30

D16-25

D16-30

D16-25

D16-12.5

D16-25D16-25D16-12.5

D16-20

D16-20

D19-30D16-30

D16-25

D16-30D16

-30

D16-25

D16-30

D16-25

D16-12.5

D16-25D16-25D16-12.5

D16-30D19-30

D19-25D19-25

D19-25

D19-25

AA

8.00

1.000.50

0.10

0.601.05

1.00

D19-25

D16-30

D16-25

D16-30

7.00

D16-30

0.10

0.19

D19-25

D16-30

D19-25

D16-30

0.692.57

2.571.02

8.90

0.680.69

0.68

0.10

0.70 2.60

0.10

0.50

8.90

7.540.68

0.68

D19-25

D16-30

D19-25

D16-30

D16-30

D19-25

Skala, A

PO

TON

GA

N II-II

D16-25D16-25

D16-25D16

-25

D16-25D16-25

D16-30

6.90

5.00

DISETUJUI

Diperiksa : Ir. RB. Sum

arsono, M.Eng.

Direncana : Ir. Supriyono

No. Kontrak

Tanggal

No.Lem

bar :

No.R

egister :

Pekerjaan :

Kegiatan :

JUD

UL : BAN

GU

NAN

PENGELUARAN

PENU

LANG

AN RU

MAH

PINTU

HU

LU ( 1/3 )

PENG - 511

V - 11

SKA

LA :

6.48.0m

3.24.8

01.6

Skala, A

Skala, A

Skala, A

1.60

4.83.2

8.0m6.4

SKA

LA :

V - 12

PENG - 512

PENU

LANG

AN RU

MAH

PINTU

HU

LU ( 2/3 )

JUD

UL : BAN

GU

NAN

PENGELUARAN

Kegiatan :

Pekerjaan :

No.R

egister :

No.Lem

bar :

TanggalN

o. KontrakD

irencana : Ir. Supriyono

Diperiksa : Ir. RB. Sum

arsono, M.Eng

DISETUJUI

Skala, A

Skala, A

Skala, A

Skala, A

LEMBARNO.:

LEMBAR

NO.:

0.13

[email protected]=5.00

0.40

D19-25

0.80 0.80

EL. -2.00

EL. 3.00

0.60

0.400.50

0.30

0.37

0.20

EL. 3.00

0.20

0.40

0.250.35

1.00

D16-30E

L. 6.50

30.0

15 0.0

50.0750.0

500. 0

EL. 1.50

30.0 10.0

40.0

1.51.0

75.0

DETAIL PEN

ULAN

GAN

PLAT

S, APER

LIND

UN

GAN

LERENG

PLATBETONPELIND

UNGLERENG0.49

0.50

D16-30

D19-25

D16-30

D22-25

D22-25

D19-25

D19-25D16

-30

5.50

0.100.10

5.30

3.00

0.100.10 2.80

D16-30

D22-25

0.502.000.50

0.502.00

0.502.00

0.50

D16-30

D19-25

D22-25

D16-30

Page 12: Gambar Upload Wain

BentangBersih

2000

2000

2000

EL.6.50

EL.-2.00

SkinPlate

KaretPerapatAtas

MainRoller∅385

MainRoller∅385

Spindle(SUS

304)

ATAMPAKDEPAN

POTONGANA-A

A

POTONGANB-B

BB

LihatDetail "A"

DETAIL"A"

DETAIL"B"

DETAIL"C"

LihatDetail "B"

LihatDetail "C"

BentangBersih

EL.6.50

Tinggi Pintu Bersih

PengarahSpindle

EL.-2.00

EL.-2.00

MainRoller∅385

KaretPerapatBawah

TrackFrame

Betonke-2

Betonke-2

TrackFrame

Betonke-2

Betonke-2

GarisDatum

MAB.4.50

GarisDatum

BatangAngker

Betonke-2

Betonke-2

Betonke-2

GarisDatum

BatangAngker

GarisDatum

BatangAngker

Garis

Datum

BatangAngker

KaretPerapatSamping

ALIRAN

DISETU

JUI

No. Kontrak

Tanggal

No.Lem

bar :

No.Register :

Pekerjaan :

Kegiatan :

PINTU

OPERASIO

NAL

PENG

- 522

V - 22

LEMBARNO.:

Diperiksa : Ir. R

B. Sumarsono, M

.Eng

Direncana : Ir. Toni Prahasto

ALIRAN

KaretPerapatSam

ping

ALIRAN

BatangAngker

GarisDatum

BatangAngker

GarisDatum

BatangAngker GarisDatum

Betonke-2

Betonke-2

Betonke-2

BatangAngker

AL IRAN

GarisDatum

MAB.4.50

ALIRAN

GarisDatum

CoverSpindle

Betonke-2

Betonke-2

TrackFrame

Betonke-2

Betonke-2

TrackFrame

KaretPerapatBawah

MainRoller∅385

EL.-2.00

EL.-2.00

PengarahSpindle

Tingg iPin tuBe rsih

EL.6.50

BentangBersih

LihatDetail "C"

LihatDetail "B"

DETAIL"C"

DETAIL"B"

DETAIL"A"

LihatDetail "A"

BB

POTONGANB-B

A

POTONGANA-A

TAMPAKDEPAN A

Spindle(SUS

304)

MainRoller∅385

MainRoller∅385

KaretPerapatAtas

SkinPlate

EL.-2.00 EL.6.50

2000

2000

2000BentangBersih

V - 21

PENG

- 521

PINTU

PEMELIH

ARAAN H

ULU

JUD

UL : BAN

G. PEN

GELU

ARAN - H

IDRO

MEKAN

IKAL

Kegiatan :

Pekerjaan :

No.Register :

No.Lem

bar :

TanggalN

o. Kontrak

Diperiksa : Ir. R

B. Sumarsono, M

.Eng

DISETU

JUI

LEMBAR

NO.:

Direncana : Ir. Toni Prahasto

PekerjaanHidrom

ekanik(pintu,saringansampah,alatangkatreltunggaldll.)

harusdirencana,didetail,difabrikasiolehSub-Kontraktordan

disetujuiolehDireksi.

CATATAN:

Gambarinihanyatentatifdesain,untukgam

bardetailnyaharusdisiapkanolehsupplier

(Sub-kontraktor)ygberpengalam

anpadaw

aktupelaksanaankonstruksi.

1.2.PekerjaanHidrom

ekanik(pintu,kerangka,spindel,saringan

sampahdll.)yangkontak

denganairdanterbukaharus

menggunakanmaterialbaja

yangtahankaratkecualiyang

tertanamdidalam

betondandisetujuiolehD

ireksi.

3.

PekerjaanHidromekanik

(pintu,saringansampah,alatangkatreltunggaldll)harus

direncana,didetail,difabrikasiolehSub-Kontraktordandisetujuioleh

Direksi.

CATATAN:

Gambarinihanyatentatifdesain,untukgambardetailnyaharusdisiapkanolehsupplier

(sub-kontraktor)ygberpengalam

anpadaw

aktupelaksanaankonstruksi.

1.2.

PekerjaanHidromekanik(pintu,kerangka,spindel,saringansampahdll)yangkontak

denganairdan

terbukaharusm

enggunakanmaterialbajayang

tahankaratkecualiyangtertanam

didalambetondandisetujuioleh

Direksi.

3.

JUD

UL : BAN

G. PEN

GELU

ARAN - H

IDRO

MEKAN

IKAL

ALIRAN