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GAMBAAR RUKO
Citation preview
Project
Drawing Title
1:1000, 1:250, 1:50Drawing Scale Project No.
Site Plan, Ruko A
Drawing Title
Client Approval Date
Drawn DSGN'D Check'D APV'D APV'D
ISSUED FOR CONSTRUCTION
R
Description
Drawing No.
Rev
REFERENCE DRAWING
Date
Chk'D APV'D DateRev
REVISION
APVD
R
By GT HD
Date 16/09/14
DRAWING NO. Revision
RK.03-CB-CRB.A.02.51
RUKO CASABLANCA IIJL. Pangeran Cakrabuana Rt.01 Rw.02Desa Kecomberan Kecamatan Talun
Kabupaten Cirebon Jawa Barat
Planner Consultant Arsitek Date
......
............
005
003/PRM-CB/CRB/V/15
ALL RIGHTS RESEVEREDTHIS DOCUMENT AND ANY DATA AND INFORMATION CONTAIN THERE IN ARE CONFIDENTIAL ANDTHEPROPERTY OF PT.CIPTA ELEMEN JAYA AND COPYRIGHT THERE IN IS VESTED IN CEJ,NO PARTOF THISDOCUMENT DATA OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED INANY MANNER OR USED FOR ANY PURPOSEWHAT SO EVER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CEJ.
PS
2,354,50
PS
2,354,50
PS
2,354,50
PS
2,354,50
PS
2,354,50
PS
2,354,50
PS
2,354,50
PS
2,354,50
PS
2,354,50
PS
2,354,50
P2
2,100,80J2 1,70
1,20
BV 0,600,90
P1 2,200,90
P2
2,100,80
J2 1,701,20
BV 0,600,90
P1 2,200,90
P2
2,100,80J2 1,70
1,20
BV 0,600,90
P1 2,200,90
P2
2,100,80
J2 1,701,20
BV 0,600,90
P1 2,200,90
P2
2,100,80
BV 0,600,56
P2
2,100,80
J2 1,701,20
BV 0,600,90
P1 2,200,90
P2
2,100,80J2 1,70
1,20
BV 0,600,90
P1 2,200,90
P2
2,100,80
J2 1,701,20
BV 0,600,90
P1 2,200,90
P2
2,100,80J2 1,70
1,20
BV 0,600,90
P1 2,200,90
P2
2,100,80
J2 1,701,20
BV 0,600,90
P1 2,200,90
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
19 x 0,18 = 3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
18 x 0,19 = 3,49 UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
13,40
12,12
5,00
5,00
5,00
5,00
5,00
6,08
5,00
5,00
5,00
5,00
5,00
P-A2
P-A2
P-A3
P-A3
P-A4
P-A4
P-A5
P-A5
N
57,20157,50
6,75
56,50
JL. PANGERAN CAKRABUANA
11,50
114,00
SITE PLAN
B
CD
E
F G
A
A H
H
H123456789101112
111
222
333
444
55
5
66
77
8 8
1
2
3
4
5
6
7
8
9
10
P-A1
P-A1
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
PS
2,35
4,50
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
P2
2,10
0,80
BV
0,60
0,56
P2
2,100,80
J21,
701,
20BV
0,60
0,90
P1
2,20
0,90
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
P2
2,100,80
J2
1,70
1,20
BV
0,60
0,90
P1
2,20
0,90
19 x 0,18 = 3,49
UP
1 2 3 4 5 6 7 8 9
10111213141516171819
19 x 0,18 = 3,49
UP
123456789
10 11 12 13 14 15 16 17 18 19
19 x 0,18 = 3,49
UP
1 2 3 4 5 6 7 8 9
10111213141516171819
19 x 0,18 = 3,49
UP
123456789
10 11 12 13 14 15 16 17 18 19
19 x 0,18 = 3,49
UP
123456789
10 11 12 13 14 15 16 17 18 19
19 x 0,18 = 3,49
UP
1 2 3 4 5 6 7 8 9
10111213141516171819
19 x 0,18 = 3,49
UP
123456789
10 11 12 13 14 15 16 17 18 19
19 x 0,18 = 3,49
UP
1 2 3 4 5 6 7 8 9
10111213141516171819
19 x 0,18 = 3,49
UP
123456789
10 11 12 13 14 15 16 17 18 19
18 x
0,1
9 =
3,49
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
13,4
012
,12
5,005,005,005,005,006,085,005,005,005,005,00
P-A2 P-A2
P-A5
57,20
C
G
A A
HH
1
23
45
6
1
2
3
3
4
4
5
6
7
8
12345678910
P-A
1
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20 J2"
1,35
1,20
J2"
1,35
1,20
J2
1,70
1,20
J21,
701,
20J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2"
1,35
1,20
J2"
1,35
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
J2
1,70
1,20
3,37
11,0
90,
54
5,00 5,00 5,00 5,00 5,00 6,08 5,00 5,00 5,00 5,00 5,00
5,45
3,58
6,90
56,08
15,0
0
12,40 2,10 10,53
-1,00
±0,00
+6,17
+7,64
+9,42
±0,00 ±0,00
+2,00
+4,74
+7,64
+9,44
+12,03
area parkir jalan raya
4,02 5,00 5,00 5,00 4,84 6,40 4,84 5,00 5,00 5,00 4,94 4,45-1,00
+3,82
+7,15
+8,84
±0,00
+6,17
+9,32
0,00
1,62
0,92
0,960,66
0,42
0,42
0,70
R 0,35
Lub.Kontrol
Vent Stek
Sumur R
esapan( B
uis Beton )
Pipa 6inc D
ari Kloset
Pipa 4 inc ke Sal.R
eal KotaB
ak Kotoran P
adat
Bak K
otoran Cair
Pas.D
ind Trasram1 : 2
Pipa 4 inc ke R
esapan
Sal. R
eal Kota
0,07 0,31 0,05
0,92 0,69
0,70
1,20
0,30
0,15
0,42
±0,00
0,14
0,17
0,93
0,41
1,51
31,40°
Vent Stek
Lubang Kontrol
Pipa 6inc dari WC
Buis Beton
Tutup Beton 15cm Tutup Beton 15cm
Pipa 4inc ke saluran kotaPas.Ddg BtTrasram 1 : 2
Krikil / Split 2-3 cm
Resap ke Tanah
Tanah Asli
Tanah Asli
Tanah Asli
Muka Jalan
Ars Site Plan 1:1000Denah Lt. Bawah Ruko A 1:250
Denah Lt. Atas Ruko A 1:250
Tampak depan Ruko A 1:250
Potongan Melintang Ruko A 1:250
Tampak Belakang Ruko A 1:250
Potongan Memanjang Ruko A 1:250
Tampak Samping Ruko A 1:250
Denah Septik Tank Ruko A 1:50 Pot Septik Tank Ruko A 1:50
