Project Drawing Title 1:1000, 1:250, 1:50 Drawing 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 Date Rev REVISION APVD R By GT HD Date 16/09/14 DRAWING NO. Revision RK.03-CB-CRB.A.02.51 RUKO CASABLANCA II JL. Pangeran Cakrabuana Rt.01 Rw.02 Desa Kecomberan Kecamatan Talun Kabupaten Cirebon Jawa Barat Planner Consultant Arsitek Date ...... ............ 005 003/PRM-CB/CRB/V/15 ALL RIGHTS RESEVERED THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAIN THERE IN ARE CONFIDENTIAL AND THEPROPERTY OF PT.CIPTA ELEMEN JAYA AND COPYRIGHT THERE IN IS VESTED IN CEJ,NO PART OF THISDOCUMENT DATA OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSEWHAT SO EVER,EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CEJ. 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 57,20 157,50 6,75 56,50 JL. PANGERAN CAKRABUANA 11,50 114,00 SITE PLAN B C D E F G A A H H H 1 2 3 4 5 6 7 8 9 10 11 12 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 7 7 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 P 2 2,10 0,80 J2 1 ,70 1 , 20 BV 0 ,60 0 , 90 P1 2 , 20 0 ,90 P 2 2,10 0,80 J2 1 ,70 1 , 20 BV 0 ,60 0 , 90 P1 2 , 20 0 ,90 P 2 2,10 0,80 J2 1 , 70 1 ,20 BV 0 , 60 0 ,90 P1 2 ,20 0 , 90 P 2 2,10 0,80 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 P 2 2,10 0,80 J2 1 ,70 1 , 20 BV 0 ,60 0 , 90 P1 2 , 20 0 ,90 P 2 2,10 0,80 J2 1 ,70 1 , 20 BV 0 ,60 0 , 90 P1 2 , 20 0 ,90 P 2 2,10 0,80 J2 1 , 70 1 ,20 BV 0 , 60 0 , 90 P1 2 , 20 0 , 90 P 2 2,10 0,80 J2 1 ,70 1 , 20 BV 0 ,60 0 ,90 P1 2 , 20 0 , 90 P 2 2,10 0,80 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 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 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 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 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 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 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 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 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 10 11 12 13 14 15 16 17 18 19 18 x 0 , 19 = 3 , 49 UP 1 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-A5 57,20 G A A H H 1 2 3 4 5 6 7 8 9 10 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 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 1,70 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 11,09 0,54 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 15,00 12,40 2,10 10,53 -1,00 ア0,00 +6,17 +7,64 +9,42 ア0,00 ア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 ア0,00 +6,17 +9,32 0,00 1,62 0,92 0,96 0,66 0,42 0,42 0,70 R 0,35 Lub.Kontrol Vent Stek Sumur Resapan ( Buis Beton ) Pipa 6inc Dari Kloset Pipa 4 inc ke Sal.Real Kota Bak Kotoran Padat Bak Kotoran Cair Pas.Dind Trasram 1 : 2 Pipa 4 inc ke Resapan Sal. Real Kota 0,07 0,31 0,05 0,92 0,69 0,70 1,20 0,30 0,15 0,42 ア0,00 0,14 0,17 0,93 0,41 1,51 31,40ー Vent Stek Lubang Kontrol Pipa 6inc dari WC Buis Beton Tutup Beton 15cm Tutup Beton 15cm Pipa 4inc ke saluran kota Pas.Ddg Bt Trasram 1 : 2 Krikil / Split 2-3 cm Resap ke Tanah Tanah Asli Tanah Asli Tanah Asli Muka Jalan Ars Site Plan 1:1000 Denah 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