Potongan Memanjang CL Mainroad STA = 71+500.000 PVI STA:71+591.38 30 ELEV = 13.144 PVI ELEV:12.23 25 BVCS: 71+516.38 K:88.42 m 20 BVCE: 12.98 R: 8842.20 m 15 EVCS: 71+666.38LVC:150.00 m 10 EVCE: 12.76 5 BVCS: 72+063.25 0 BVCE: 15.53 -5 -1.00% 0.70% STA : 71+517.420 STA : 71+982.010 BC : 1 1.50 x 1.50 BC : 1 1.50 x1.50 INLET : 10.749 INLET : 11.026 OUTLET : 10.581 OUTLET : 10.803 FINISH GRADE 71+400 71+400 EXISTING GROUND 71+500 71+500 SUPERELEVATOION 71+516 71+591 71+600 71+600 71+605 71+666 7711++770001 71+700 71+800 71+800 71+825 71+900 71+900 71+925 72+000 72+000 72+025 72+063 72+100 72+100 72+125 72+143 +0% 0% -2% -2% 100.00m Potongan Memanjang CL Mainroad PVI STA:72+188.25 30 PVI ELEV:16.41 25 K:113.66 m 20 R: 11366.35 m 15 LVC:250.00 m 10 5 EVCS: 72+313.25 0 EVCE: 14.53 -5 BVCS: 72+448.91 BVCE: 12.50 EVCS: 72+598.91 EVCE: 11.77 -1.50% PVI STA:72+523.91 PVI ELEV:11.37 K:73.89 m 0.53% R: 7388.91 m LVC:150.00 m STA : 72+569.380 BC : 1 1.50 x 1.50 INLET : 9.047 OUTLET : 8.793 -2% FINISH GRADE 71+400 71+400 EXISTING GROUND 72+188 SUPERELEVATOION 72+200 72+200 72+225 72+300 72+300 72+313 72+350 72+400 72+400 72+449 72+451 72+500 72+500 72+524 72+551 72+560 72+600 7722++560990 72+664 72+700 72+700 72+773 72+800 72+800 +0% -2% 100.00m
Potongan Memanjang CL Mainroad STA: 72+920 BVCS: 73+029.97 PVI STA:73+104.97 STA: 73+255 30 CISURIANEUN RIVER BRIDGE BVCE: 14.06 PVI ELEV:14.45 BOX PENDESTRIAN 25 K:132.30 m 20 MAB = 10.111 m EVCS: 73+179.97R: 13230.04 m 15 EVCE: 14.00LVC:150.00 m 10 5 PVI STA:73+767.53 -0.60% 0 PVI ELEV:10.45 -5 K:181.22 m R: 18121.57 m FINISH GRADE 71+400 71+400 LVC:200.00 m EXISTING GROUND 72+875 SUPERELEVATOION 72+900 72+9000% 72+975-2% -2% 73+000 73+000 73+030 73+075 73+100 73+100 73+105 73+181 73+180 73+200 73+200 73+282 73+300 73+300 73+383 73+400 73+400 73+484 73+500 73+500 100.00m Potongan Memanjang CL Mainroad STA: 73+666 30 OVERPASS PASIRKADU-1 25 VILLAGE ROAD 1+6+1 20 15 STA : 73+639.446 BVCS: 73+667.53 0.50% 10 BVCE: 11.06 5 RCP : 1 Ø 0.60 STA : 74+115.00 0 ELV : 10.494 EVCS: 73+867.53 BC : 1 1.50 x 1.50 -5 EVCE: 10.95 INLET : 7.464 OUTLET : 7.355 MAB 10.29m STA : 73+632.838 BC : 2 3.00 x 2.00 INLET : 7.462 OUTLET : 7.280 FINISH GRADE 71+400 71+400 EXISTING GROUND 73+585 SUPERELEVATOION 73+600 73+600 73+668 73+686 73+700 73+700 73+768 73+777 73+800 73+800 73+868 73+900 73+900 73+924 74+000 74+000 74+025 74+100 74+100 74+125 74+200 74+200 74+250 100.00m
Potongan Memanjang CL Mainroad BVCS: 74+534.63 PVI STA:74+609.63 STA: 74+741 PVI STA:74+867.10 30 BVCE: 14.29 PVI ELEV:14.66 BOX TRAFFIC PVI ELEV:11.31 25 K:83.28 m UNDERPAS PASIRKADU 2 K:111.02 m 20 EVCS: 74+684.63R: 8328.37 m R: 11102.29 m 15 EVCE: 13.69LVC:150.00 m VILLAGE ROAD1+6+1 LVC:200.00 m 10 5 BVCS: 74+767.10STA : 74+621.930 0 BVCE: 12.61BC : 1 1.50 x 1.50 -5 INLET : 6.312 -1.30% OUTLET : 6.083 FINISH GRADE 71+400 71+400 EXISTING GROUND 74+250 SUPERELEVATOION 74+300 74+300 74+350 74+400 74+400 74+475 74+500 74+500 74+535 74+575 74+576 74+600 74+600 74+610 74+685 74+692 74+700 74+700 74+767 74+792 74+800 74+800 74+867 7744++989009 74+900 74+912 100.00m 1683.88m Potongan Memanjang CL Mainroad PVI STA:75+252.87 30 PVI ELEV:13.24 25 K:205.83 m 20 R: 20583.33 m 15 LVC:350.00 m 10 5 STA: 75+226 0 BOX PEDESTRIAN & -5 BOX CULVERT EVCE: 11.81 BVCS: 75+077.87 BVCE: 12.37 EVCS: 75+427.87 EVCE: 11.14 0.50% -1.20% STA : 74+987.410 BC : 1 1.50 x 1.50 INLET : 5.694 OUTLET : 5.457 FINISH GRADE 71+400 71+400 EXISTING GROUND 75+000 75+000 SUPERELEVATOION 75+078 75+100 75+100 75+181 75+200 75+200 75+253 75+300 75+300 75+310 75+400 75+400 75+417 75+428 75+500 75+500 75+524 75+600 75+600 75+625 +0% 2% +2% 0% 0% 100.00m
Potongan Memanjang CL Mainroad BVCS: 75+721.99 STA: 75+798 0.50% 30 BVCE: 7.61 OVERPASS PASIRKADU-3 25 VILLAGE ROAD 1+4.5+1 20 EVCS: 75+921.99 15 EVCE: 6.91PVI STA:75+821.99 10 PVI ELEV:6.41 5 K:117.65 m STA : 76+071.450 STA : 76+342.763 0 R: 11765.39 m BC : 1 1.50 x 1.50 BC : 2 -5 LVC:200.00 m INLET : 3.578 INLET : OUTLET : 3.166 OUTLET : STA : 75+816.567 BC : 1 1.50 x 1.50 +2% INLET : 4.674 0% OUTLET : 4.509 OUTLET : FINISH GRADE 71+400 71+400 EXISTING GROUND 75+700 75+700 SUPERELEVATOION 75+722 75+725 75+800 75+800 75+822 75+825 75+863 75+900 75+900 75+922 75+925 76+000 76+000 76+026 76+100 76+100 76+127 76+200 76+200 76+228 76+300 76+300 76+330 100.00m Potongan Memanjang CL Mainroad STA: 76+486 PVI STA:76+484.26 30 BOX TRAFFIC PVI ELEV:9.72 25 UNDERPAS SUKARESMI K:99.97 m 20 R: 9997.16 m 15 VILLAGE ROAD 1+4.5+1 LVC:150.00 m 10 5 BVCS: 76+409.26 PVI STA:76+848.03 0 BVCE: 9.35 PVI ELEV:6.08 -5 K:99.95 m EVCS: 76+559.26 R: 9994.86 m EVCE: 8.97 LVC:150.00 m BVCS: 76+773.03STA : 76+784.53 BVCE: 6.83BC : 1 1.50 x 1.50 INLET : 3.043 EVCS: 76+923.03OUTLET : 2.859 EVCE: 6.46 -1.00% STA : 76+342.763 BC : 2 3.00 x 2.00 INLET : 1.444 OUTLET : 1.304 FINISH GRADE 71+400 71+400 76+400 76+400 EXISTING GROUND 76+409 SUPERELEVATOION 76+447 76+459 76+484 76+500 76+500 76+548 76+559 76+600 76+600 76+650 76+700 76+700 76+750 76+773 76+800 76+800 76+848 76+873 76+875 76+900 76+900 76+923 76+975 77+000 77+000 +2% 2% 0% 0% +0% 100.00m
Potongan Memanjang CL Mainroad STA: 77+319 STA: 77+468 PVI STA:77+523.84 30 (CILIMAN RIVER BRIDGE) PVI ELEV:9.46 25 (L = 25+50+25) K:107.22 m 20 R: 10722.20 m 15 MAB 4.28m LVC:150.00 m 10 5 BVCS: 77+448.84 0 BVCE: 9.09 -5 EVCS: 77+598.84 EVCE: 8.79 UNDERPASS MEKARJAYA-1 L=10 0.50% STA : 77+061.000 BC : 1 1.50 x 1.50 INLET : 1.351 OUTLET : 0.890 FINISH GRADE 71+400 71+400 EXISTING GROUND 77+078 SUPERELEVATOION 77+100 77+100 77+186 77+200 77+200 7777++320909 77+300 77+400 77+400 77+449 77+500 77+500 77+502 77+524 77+600 7777++569009 77+700 77+700 100.00m Potongan Memanjang CL Mainroad STA: 77+468 PVI STA:77+523.84 BVCS: 77+931.46 30 PVI ELEV:9.46 EVCS:B7V7C+9E:355..0860 25 K:107.22 m 20 R: 10722.20 m EVCE: 5.79 15 LVC:150.00 m STA = 77+950.000 10 ELEV = 5.835 5 BVCS: 77+448.84 PVI STA:77+933.26 0 BVCE: 9.09 PVI ELEV:5.78 -5 K:2.97 m EVCS: 77+598.84 R: 297.28 m EVCE: 8.79 LVC:3.60 m UNDERPASS MEKARJAYA-1 L=10 0.31% -0.90% FINISH GRADE 71+400 71+400 77+800 77+800 77+900 77+900 78+100 78+100 EXISTING GROUND 77+400 77+400 77777777++++999933333451 SUPERELEVATOION 77+950 77+449 77+500 77+500 78+000 78+000 77+502 77+524 77+600 7777++659090 77+700 77+700 100.00m
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