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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
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
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
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
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
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
8@0.25=
2.00
0.13
12.25
0.50
47@0.25=11.75
0.13
0.10
2.40
29@0.30=8.70
27@0.25=6.80
0.10
0.85
17@0.30=5.10
0.13
15@0.25=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
47@0.25=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
19@0.30=5.70
8@0.25=
2.00
7.00
29@0.25=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
0.4034@0.25=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
20@0.25=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
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
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