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5 0 1 MB
X=508400
X=508600
X=508800
X=509000
X=509200
X=509400 Y=9147000
Y=9147000
KOORDINAT
0 675
.0 675
No.TITIK
X
Y
ELEVASI (m)
1
BM.JT- 1
508918.891
9147308.113
+ 686.532
2
BM.JT- 2
508859.092
9147656.925
+ 686.526
3
BM.JT- 7
508936.791
9147229.059
+ 696.851
4
BM.JT- 8
508844.596
9147678.342
+ 694.864
5
BM.JT- 9
508627.432
9147596.588
+ 659.731
6
CP - 1
508856.872
9147669.790
+ 692.635
7
CP - 4
509231.165
9147416.315
+ 685.762
8
CP - 5
508914.196
9147219.402
+ 696.958
9
CP - 6
508829.742
9147694.522
+ 694.499
10
CP - 7
508602.667
9147650.341
+ 667.522
.00
No.
Jalan Existing .7 EL
700.00
00
BM.JT-7
.00 655 000 650 000
ROOM
.00
61 5.0
630
656 441
656 881
635 .00
CONTR FL+200 OL
EL .70
645 000
BM.JT-10
62 5.0 0 62 0.0 0
0.0 0
0
GUARD GL+710
B.0 ROOM
LOBBY FL+0 DROP OFF
ASSEMB FL+0 LING
CATWAL
ROOM
K LADDER RUNG
640 000 TRANSF (ELECTR
ORMERWORKS) ICAL
GE 0 STORA GL+16
B.1
Relokasi Jalan
E
GARAG GL+150
418
649
509000
Jembatan Bentang ( 8.00 x 29.00 )
B.2
Y=9147200
Y=9147200
0
.00
EL.605.00
.70
.7
.70
EL
0 0.0
EL EL
0.0
B.3
J.0
00
.7 EL
BM.JT-7
Jalan Hantar Ke P.L.T.M.
00
.00
tah ungai Jlan
S
B.5
61
0.0
0
B.6
.00
0
5
60
60
.00
B.7
BM.JT-1
0 B.9
Ke Irigasi Kanan (eksisting)
71
0m 0.2
D = 0.20m 1:1.0
1:1.0
1:1.0
Ø 200
P.23 1:1.0
D=14
P.22
00
mm
P.21
D=80 0 mm
P.20Aliran
1:0.5
EL. 614.50
P.19
EL. 623.00
P.18
P.1
7 0
8.00
633.0
1:1.0
0
0
5.0
.62 0.0 EL
EranL .61
anAli Alir 2 UNIT
1 UNIT
PLTM AH RUM 0 mm D=60
KATU P AH RUM
D=80 0 mm
30
.00 00
0 EL.618.0
6
EL.
.8
.8 1:0 .8 1:0
.8 1:0 .0
1:1
:1.0 1
.0 1:1 .0
1:1
6.55 ( CL ) 8.95
.0 1:1
69
.0 1:1
+665.00
X. .
EL.662.00
EL.665.50
0 EL.665.50
ELAlira .661 n .5
10
.00
EL.623.
+670.00 +670.00
+675.00
1:2.0 EL.665.50
Sung ai Jla
690.00
Jalan Existing
00
00 EL. 678.
0
.0 675
B
T
Jalan Hantar Ke Pelimpah
0
EL. 683.0
695.00
Y=9147800
.00
95
.6
EL
h atesi
g
an
d an
M Ke
P rdu
Ga
EL. 690.00
ntah
.00 00
.7
EL
650.00
U
0
705.0
700
.00
ANCHORED BLOCK PADA ABUTMENT
0
Tower Penangkal Petir
20
40
60
80
100 m
Jalan Existing
700.00
DIREKTORAT JENDERAL SUMBER DAYA AIR SATKER BALAI BESAR WILAYAH SUNGAI BENGAWAN SOLO PEJABAT PEMBUAT KOMITMEN PERENCANAAN DAN PROGRAM Jl. Solo-Kartosuro Km. 7 PO Box 267, Pabelan, Kartasuro, Sukoharjo 57162, Telp./Fax. (0271) 716248
JUDUL GAMBAR :
BENDUNGAN
X=508600
Y=9148000 X=508800
695.00
.00 690
68 5.0 0
.00 68 0.0 0
.00
.00
670
665
X=509000
65
660.00
5.0
0
KEMENTERIAN PEKERJAAN UMUMDAN PERUMAHAN RAKYAT Provinsi :
675
0
X=509200
3.00 . 67 EL
655.00
660.0
665.00
1:0
1:2.0
.25
+665.00 EL.690.00
+670.00
+661
CO
653.00 M EL. VER DA
0 645.0 EL.
0 655.0 0 650.0
EL.
EL.
0 640.0 EL.
0 660.0 EL. E
0 670.0 EL. 0
5.00 L. 66
675.0 EL.
0 680.0 EL.
E
0 690.0
0
EL.
5.00 L. 68
E
. .
EL.665.50
700.0
3.00
. 65
EL
EL.
3.00
8.00 . 64
EL
0
3.00
. 68
EL
8.00
5.00 L. 69
8.00 . 63 EL
. 64
. 67
0 710.0 EL.
3.00
EL
EL
.00
8.00
. 63
. 64
EL
EL
0
3.00
690.00 685.00 680.00 675.00 670.00
3.00
3.00
8.00
. 66 EL
EL. 658.0
67
.
EL
P.0
MOORAGE ANCHORED BLOCK
000
X=509400
. 63
64
0 EL. 653.0
8.00 . 66 EL
EL.
705 EL.
EL 8.00
EL.
3.00 . 66 EL
00
EL. 648.
.00 680 85.00 6 0 690.0
.00
Puncak Pelimpah EL.685.00
Saluran Existing
650
695.00
0
5 0 0
65
660 665 000 00 0 670 000 675 000 680 000 685 00 0
700.00
Y=9148000
690 00 0
695 00 0 700 00 0 705 00 0 710 00 0
705.00
8.00
. 65 EL
EL. 673.
6
0 69
S
BM.JT-11
3.00
. 65
00
EL. 668.0
0 70.0
.0
675.00
EL
00
EL. 643.
665.00
.00
715 00 0
720 000
.00 715 .00
00
00
EL. 633. EL. 638.
00 EL. 663.
80 1:1
Y=9147600
680.00
EL. 628.
8.00 . 65 EL
8.00
P.41
670.00
685.00
. 67
.6
EL
P.2 0 2.0 .68 EL
:1.8
2
5.8
1:1
P.3
0
710
3.00
. 66
EL
.00
90
.6
EL
3.00
3.00
As Jembatan Pelayanan P.1
s=
5 .413 P0.8
P.7
P.6
P.5
5.0
.00
Jalan Hantar Ke Rumah Katup
61
Intake Pengambilan EL.662.00
A
Jalan Existing
.00
23
.6
EL BM.JT-9
1 P.1
. 63
EL
3.00
B.24
EL.66
Papan Duga Air
P 4
P.1
3
EL
8.00
. 65
CP- 6
0 0.0.00 6880 L. .6 EEL
= 28.00° = 50.00 = 24.23 = 12.36
EL
+670.00
+665.00
0 0.5
P.1
0 P.1
3.00
. 65
B.23
. 68 EL
Menara Intake
+66 1.25
64
. EL
P.9
EL
+680.00
+675.00
8.00 . 66 EL
= 25.00° = 15.00 = 6.55 = 3.33
BM.JT-8
. 67 EL
I R CL TL
0
Y=9147800
Drainase
CP-1 B.22
EL.663.00 ( As Pipa )
30.0
I R CL TL
EL
4.5
EL .15
2
Contr. Joint
1 : 3.2
MOORAGE ANCHORED BLOCK
0
0.0
0 5.0 66
= 57.00° = 50.00 = 50.145 = 27.41
P.1
28.82
0 .00 648.0 EL. 643 0 638.0
0 635.0
EL.
EL.
EL.
720 .00
1 : 3.2
EL. 663.0
B.21
BM.JT-2
11.63
710.00 715.00
Pipa Pengambilan D.2000
EL.638.00
705.00
B.20
.00
23
.6
EL.6
EL.633.00
I R CL TL
.61
0
0
85.60
0
EL. 635.0
700.00
0
66
0 P.1
EL. 648.0 EL. 653.0
Hunian Penduduk
EL 6
0.0 64
.61
EL. 658.0
Jalan Relokasi Saluran Existing 65
0
4.5
. EL
0
1:2.4
Jalan Existing Irigasi Kanan (Baru)
0
0
643.00
( Slope )
EL.628.00
Grating
635.0
R = 6.41 MOORAGE CL = 9.52 ANCHORED BLOCK TL = 5.88
EL.623.00
EL.
KETERANGAN:
5.0
46.00° 25.00 20.19 10.68
.00
EL.
I = 85.00° Contr. Joint
0 EL.618.0
Aliran
0
Diletisi Steenlis Keliling
Aliran
Air Baku Pipa Ø 0.20
0
B.19
Y=9147400
EL.618.00
0 EL. 633.0 0 EL. 638.0
0
5.0
64
650.00
EL.662.00
15
0 EL.638.0
= = = =
640.00
0
EL.661.00
R=15.00
EL. 623.0
EL. 628.0
0
EL.618.0
.00
EL.643
5.0
62
Ø 600
Pipa Irigasi
EL.623.00
I R CL TL
0
Pipa Pesat D.1400
i=0.0017
EL.623.00
Pengelak Tunnel Ø 4.20
EL. 623.0
B.18
EL.628.00
.00 EL.648
695.00
)
2.00
0 EL. 628.0
EL. 635.00
EL.633.00
0
509400
Contr. Joint
EL.638.00
0 EL.653.0
( Transisi
g) in Plugin
0 EL.620.2a ) ( As Pip
660.00
EL.620.0
D=800 mm
. 62
(Ma
Pluging) (Primary
670.00 675.00 680.00 0 685.00 690.0
81.78
6.20
Pipa Baja
EL
00 655.
15.00
665.00
0
0
Aliran
tup 0
Alat Ukur V Notch EL.623.00
5 37.6 L ) (C
43.52
B.17
12.00 50.00
EL.618.1
00 660.
Sal. Pengelak
43.00° 50.00 37.64 19.76
.00
650.
K PUNCA
655 000
00
ANCHORED BLOCK PADA ABUTMENT
= = = =
15
B.16
1 : 3.2
640.00
I R CL TL
.00
1:2.4
Ø 800
3.0 0 EL .62
690.00 NG EL.
P.L.T.M. EL. 623.00
BENDU
645.00
6.00
0.0
Ke Irigasi Kanan (eksisting) Pipa Ø 0.20
Rumah Ka
T
B.14
B.15
720
A
Alat Ukur V Notch EL.623.00
650.00
655.00
Y=9147600
Syphon
B.13
TOILE
i
a ng
0
.00
P.27
Pipa Hantar
650.00
Su
5.0
.0 630
P.25
D=
B.12
655.00
ru Pu
P.26
Rumah Katup Bagian Kiri
1:2.4
P.24
1 : 3.2
61
CP-08
Aliran
B.11
CP-4 1 : 3.2
0
0.0 61
62
CP-5
6.00
0 695.0 690.00 0 0 680.0 685.0 .00 0 670 675.0 0 665.0 660.00
0
Aliran
B.10
Pipa Baja
0.00
0 705.0 700.00
Y=9147400
Rumah Katup Bagian Kanan
0
720.0
0 715.0
5.0
60
X=508400
725.0
0 0.0 60
Saluran Existing
Drainase
B.8
635
Jalan Existing
0
730.0
TATA LETAK BENDUNGAN
JAWA TENGAH Kabupaten : KARANGANYAR Pekerjaan : STUDI INVESTIGASI TAMBAHAN UNTUK DD BENDUNGAN JLANTAH No. Register : No. Lembar :
PT.
BBWS BENGAWAN SOLO PPK PERENCANAAN DAN PROGRAM Direksi Pekerjaan Dr.Yunitta Chandra Sari, SE., ST., MT
Disetujui Ery Suryo Kusumo, S.Pd., MT.
engineering consultant Jalan Batu Permata No. 2A Margacinta Bandung 40287 Telp: 62+22-7562994.fAXCIMILE:62+22-7562994 Email: aditya engineering consultant @ yahoo.com
ADITYA
Direncana
Diperiksa
Ir. Suwahno
Ir. Hadi Santoso, MT.
Tanggal 31 Januari 2017
No. Kontrak :
HK0203-An. 02/2017-05
