8+480 218+360 218+340 Pipe - (252), D=800 L=28.50m, i=1.00% 8+420 Structure - (237) RIM:+109.26m SUMP:+102.62m 8+440 218+320 Structure - (236) RIM:+109.52m SUMP:+103.02m 8+400 8+380 8+360 8+340 Pipe - (251), D=800 L=28.50m, i=1.00% Pipe - (250), D=800 L=28.50m, i=1.00% Structure - (235) RIM:+109.70m SUMP:+103.42m Structure - (234) RIM:+109.79m SUMP:+103.82m 8+460 8+440 218+300 218+280 218+260 218+240 Structure - (232) RIM:+109.79m SUMP:+103.82m Pipe - (10), D=800 L=28.50m, i=1.00% Pipe - (9), D=800 L=28.50m, i=1.00% Pipe - (8), D=800 L=28.50m, i=1.00% Pipe - (249), D=800 L=28.50m, i=1.00% 8+320 8+260 8+280 8+300 Structure - (230) RIM:+109.72m SUMP:+103.75m 8+420 8+400 8+380 8+360 218+220 218+200 218+160 218+180 Structure - (223) RIM:+109.61m SUMP:+103.64m Structure - (9) RIM:+109.78m SUMP:+103.56m Pipe - (7), D=800 L=28.50m, i=1.00% Pipe - (247), D=800 Pipe - (248), D=800 L=7.19m, i=1.00% L=16.42m, i=1.00% Pipe - (240), D=800 L=28.51m, i=1.00% 8+240 Structure - (8) RIM:+110.08m SUMP:+103.96m Structure - (7) RIM:+110.34m SUMP:+104.36m Pipe - (6), D=800 L=28.50m, i=1.00% Structure - (224) RIM:+109.38m SUMP:+103.24m Structure - (225) RIM:+109.08m SUMP:+102.84m 8+340 8+320 Structure - (217) RIM:+110.42m SUMP:+104.45m Pipe - (229), D=800 L=28.44m, i=1.00% 218+140 Pipe - (241), D=800 L=28.49m, i=1.00% Pipe - (242), D=800 L=28.50m, i=1.00% 8+300 8+280 8+260 8+240 Pipe - (3), D=800 L=28.50m, i=1.00% 218+120 218+100 Structure - (3) RIM:+110.32m SUMP:+104.05m 8+220 8+140 8+120 Pipe - (4), D=800 L=28.49m, i=1.00% Structure - (226) RIM:+108.82m SUMP:+102.44m Structure - (227) RIM:+108.66m SUMP:+102.04m Structure - (4) RIM:+110.06m SUMP:+103.65m Structure - (12) RIM:+108.88m SUMP:+102.36 Structure - (11) RIM:+109.17m SUMP:+102.76m Structure - (10) RIM:+109.47m SUMP:+103.16m BxH=1500x1500 8+100 Structure - (5) RIM:+109.74m SUMP:+103.25m 8+200 Structure - (228) Structure - (221) RIM:+108.59m RIM:+108.59m SUMP:+101.71m SUMP:+102.62m 8+080 218+080 218+060 Pipe - (243), D=800 L=28.49m, i=1.00% Pipe - (244), D=800 L=21.24m, i=1.00% 8+160 Pipe - (239), D=800 Pipe - (245), D=800 L=12.86m, i=1.00% L=21.93m, i=1.00 % 218+040 Pipe - (2), D=800 Pipe - (228), D=800 Pipe - (5), D=800 L=22.49m, i=1.00% L=5.24m, i=1.00% L=28 52m, i=1.00% 218+020 218+000 Pipe - (1), D=800 L=28.50m, i=1.00% Structure - (6) RIM:+109.43m SUMP:+102.85m 8+180 Structure - (2) RIM:+109.11m SUMP:+102.49m Structure - (1) RIM:+108.87m SUMP:+102.89m 8+220 8+200 8+180 8+160 8+140 8+120 BxH=1500x1500 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0010 PAK-P1-EP3- 8+840 8+820 8+800 218+720 218+700 Structure - (246) RIM:+112.39m SUMP:+105.99m Structure - (247) RIM:+112.04m SUMP:+105.59m 8+780 8+760 Pipe - (260), D=800 L=28.49m, i=1.00% Pipe - (261), D=800 L=28.51m, i=1.00% 8+800 218+680 218+660 Structure - (248) RIM:+111.59m SUMP:+105.19m Structure - (249) RIM:+111.13m SUMP:+104.79m 8+740 218+620 218+640 Pipe - (262), D=800 L=28.50m, i=1.00% 8+720 8+680 8+700 218+580 218+600 Structure - (250) RIM:+110.67m SUMP:+104.39m Pipe - (22), D=800 L=28.49m, i=1.00% Pipe - (23), D=800 L=28.50m, i=1.00% Pipe - (24), D=800 L=28.49m, i=1.00% Pipe - (263), D=800 L=28.50m, i=1.00% Structure - (23) RIM:+112.45m SUMP:+105.52m Structure - (24) RIM:+112.02m SUMP:+105.12m Structure - (25) RIM:+111.60m SUMP:+104.72m Pipe - (25), D=800 L=28.50m, i=1.00% Pipe - (264), D=800 L=28.50m, i=1.00% Structure - (251) RIM:+110.21m SUMP:+103.99m 8+780 8+760 8+740 Structure - (26) RIM:+111.17m SUMP:+104.32m Pipe - (26), D=800 L=28.50m, i=1.00% Pipe - (265), D=800 L=28.50m, i=1.00% 8+660 8+640 8+720 8+700 8+680 218+560 218+540 218+520 Structure - (252) RIM:+109.75m SUMP:+103.59m Structure - (253) RIM:+109.32m SUMP:+103.19m Structure - (27) RIM:+110.74m SUMP:+103.92m Pipe - (27), D=800 L=28.50m, i=1.00% Pipe - (266), D=800 L=28.48m, i=1.00% 8+620 8+580 Structure - (14) RIM:+110.32m SUMP:+103.62m Pipe - (14), D=800 L=28.50m, i=1.00% Pipe - (267), D=800 L=28.52m, i=1.00% 8+600 218+500 218+480 Structure - (254) RIM:+109.02m SUMP:+102.79m Structure - (255) RIM:+108.85m SUMP:+102.39m Structure - (15) RIM:+109.89m SUMP:+103.22m Pipe - (15), D=800 L=28.50m, i=1.00% Pipe - (268), D=800 L=28.47m, i=1.00% 8+660 8+640 8+620 8+600 8+580 218+460 218+440 8+520 8+500 Structure - (241) RIM:+108.80m SUMP:+102.01m Pipe - (16), D=800 L=28.50m, i=1.00% Pipe - (269), D=800 L=28.52m, i=1.00% 8+540 Structure - (242) RIM:+108.87m SUMP:+101.61m 8+480 8+460 Structure - (238) RIM:+108.99m SUMP:+102.22m Pipe - (270), D=800 L=25.58m, i=1.00% Structure - (16) RIM:+109.47m SUMP:+102.82m BxH=1500x1500 8+440 8+560 8+540 Pipe - (252), D=800Pipe - (256), D=800Pipe - (258), D=8 L=28.50m, i=1.00% L=7 00Pipe - (257), D=800 40m, i=1.00% L=10.52m, i=1 00%L=28.50m, i=1.00% Structure - (237) RIM:+109.26m SUMP:+102.62m Structure - (17) RIM:+109.06m SUMP:+102.42m Pipe - (13), D=800Pipe - (254), D=800 Pipe - (18), D=800 Pipe - (17), D=800 L=11.14m, i=1.00%L=19.27m, i=1.00% L=7.67m, i=1.00% L=28.49m, i=1.00% 218+380 218+360 Pipe - (11), D=800 L=28.50m, i=1.00% Structure - (18) RIM:+108.79m SUMP:+102.02m 218+420 Pipe - (10), D=800 L=28.50m, i=1.00% Structure - (13) Structure - (239) RIM:+108.72m RIM:+108.70m SUMP:+101.96m SUMP:+101.73m 8+560 Structure - (12) RIM:+108.88m SUMP:+102.36m 218+400 Structure - (11) RIM:+109.17m SUMP:+102.76m 8+520 8+500 8+480 BxH=1500x1500 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0011 PAK-P1-EP3- Pipe - (278), D=800 L=28.50m, i=2.63% 9+200 Pipe - (279), D=800 L=23.31m, i=2.02% Structure - (266) RIM:+107.98m SUMP:+101.09m 9+180 Structure - (264) RIM:+108.62m SUMP:+102.54m BxH=2500x2500 BxH=2500x2500 9+140 9+120 9+100 Structure - (263) RIM:+109.50m SUMP:+103.43m Pipe - (296), D=800 Pipe - (282), D=800 L=15.08m, i=1.00% L=6.03m, i=1.00% 9+160 Structure - (262) RIM:+110.31m SUMP:+104.23m Pipe - (233), D=800 L=9.93m, i=1.00% 219+080 219+060 219+040 219+020 219+000 218+980 Pipe - (277), D=800 L=28.52m, i=2.34% Structure - (261) RIM:+111.00m SUMP:+104.79m 9+180 9+160 9+140 9+120 9+100 9+080 9+040 9+020 Structure - (260) RIM:+111.58m SUMP:+105.19m Pipe - (276), D=800 L=28.50m, i=1.52% 9+080 Structure - (259) RIM:+112.04m SUMP:+105.59m 9+000 218+960 Pipe - (275), D=800 L=28.50m, i=1.00% 9+060 Pipe - (274), D=800 L=28.50m, i=1.00% 8+980 8+960 Structure - (258) RIM:+112.39m SUMP:+105.99m 218+940 218+920 Pipe - (273), D=800 L=28.50m, i=1.00% Structure - (257) RIM:+112.63m SUMP:+106.39m 9+060 9+040 9+020 218+900 218+880 Pipe - (272), D=800 L=28.50m, i=1.00% 8+940 8+920 Structure - (256) RIM:+112.76m SUMP:+106.79m 8+900 218+860 218+840 218+800 Structure - (244) RIM:+112.76m SUMP:+106.79m 9+000 8+980 8+960 8+940 8+920 8+900 Structure - (245) RIM:+112.63m SUMP:+106.39m 8+880 8+820 Structure - (246) RIM:+112.39m SUMP:+105.99m Pipe - (271), D=800 L=28.50m, i=1.00% Pipe - (30), D=800 L=28.49m, i=1.00% Pipe - (29), D=800 L=28.29m, i=1.00% Pipe - (33), D=800 L=28.50m, i=1.67% Pipe - (32), D=800 L=28.51m, i=1.67% Pipe - (31), D=800 L=28.50m, i=1.27% Pipe - (232), D=800 L=29.07m, i=1.00% Pipe - (35), D=800 L=28.51m, i=1.00% Pipe - (34), D=800 L=28.49m, i=1.55% Structure - (218) RIM:+109.47m SUMP:+103.21m Structure - (36) RIM:+109.69m SUMP:+103.61m Structure - (35) RIM:+110.09m SUMP:+104.01m Structure - (34) RIM:+110.66m SUMP:+104.58m Structure - (33) RIM:+111.26m SUMP:+105.18m Structure - (32) RIM:+111.86m SUMP:+105.78m Structure - (31) RIM:+112.46m SUMP:+106.26m Structure - (30) RIM:+112.96m SUMP:+106.66m Structure - (29) RIM:+113.28m SUMP:+107.06m Pipe - (28), D=800 L=27.05m, i=1.00% Pipe - (259), D=800 L=28.50m, i=1.00% 8+840 Pipe - (260), D=800 L=28.49m, i=1.00% Structure - (28) RIM:+113.42m SUMP:+107.45m Pipe - (19), D=800 L=28.49m, i=1.00% 218+760 218+740 218+720 Pipe - (20), D=800 L=28.81m, i=1.00% 218+780 Pipe - (22), D=800 L=28.49m, i=1.00% Structure - (19) RIM:+113.41m SUMP:+107.44m Structure - (20) RIM:+113.23m SUMP:+107.04m 218+820 Structure - (22) Pipe L=0 - (21), RIM:+112.87m 34m DSUMP:+105.92m , i=1 =800 00% 8+860 Structure - (23) RIM:+112.45m SUMP:+105.52m 8+880 8+860 8+840 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0012 PAK-P1-EP3- 4/2018 Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THOÁT NƯỚC 9+580 Structure - (270) RIM:+111.88m SUMP:+105.36m Structure - (269) RIM:+112.16m SUMP:+106.03m REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 219+460 219+440 Pipe - (284), D=800 L=20.39m, i=1.00% Pipe - (283), D=800 L=28.52m, i=1.27% Structure - (268) RIM:+112.43m SUMP:+106.35m 9+540 9+520 Pipe - (285), D=800 L=20.01m, i=2.68% 9+500 9+480 9+460 Structure - (271) RIM:+111.51m SUMP:+104.96m Pipe - (44), D=800 L=28.50m, i=1.00% 219+420 219+400 Pipe - (286), D=800 L=28.50m, i=1.00% Structure - (272) RIM:+111.13m SUMP:+104.56m 9+560 9+540 9+520 9+500 219+380 9+480 219+360 219+340 Pipe - (45), D=800 L=28.50m, i=1.00% Pipe - (46), D=800 L=28.50m, i=1.00% Structure - (44) RIM:+113.74m SUMP:+107.77m Structure - (45) RIM:+113.45m SUMP:+107.37m Structure - (46) RIM:+113.16m SUMP:+106.97m Structure - (47) RIM:+112.86m SUMP:+106.57m Pipe - (287), D=800 L=28.51m, i=1.00% 9+440 9+400 9+380 APPROVED BY DUYỆT 9+420 Structure - (273) RIM:+110.75m SUMP:+104.16m CHECKED BY KIỂM TRA CHỮ KÝ DATE NGÀY 9+460 9+440 219+320 219+300 219+280 9+360 9+340 NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC Pipe - (288), D=800 L=28.50m, i=1.00% Structure - (274) RIM:+110.37m SUMP:+103.76m Structure - (275) RIM:+109.99m SUMP:+103.36m Structure - (276) RIM:+109.61m SUMP:+102.96m Pipe - (47), D=800 L=28.50m, i=1.00% Pipe - (48), D=800 L=28.50m, i=1.00% Pipe - (289), D=800 L=28.50m, i=1.00% Pipe - (290), D=800 L=28.49m, i=1.00% Structure - (48) RIM:+112.48m SUMP:+106.17m Structure - (49) RIM:+112.02m SUMP:+105.77m Pipe - (49), D=800 L=33.08m, i=1.37% 219+260 219+240 9+420 9+400 9+380 9+360 9+340 219+220 9+300 Structure - (37) RIM:+111.44m SUMP:+105.19m Pipe - (37), D=800 L=28.49m, i=1.00% Pipe - (291), D=800 L=28.52m, i=1.00% 9+320 9+300 9+320 219+200 Structure - (277) RIM:+109.23m SUMP:+102.56m Structure - (278) RIM:+108.86m SUMP:+102.16m Structure - (38) RIM:+110.93m SUMP:+104.80m Pipe - (38), D=800 L=28.51m, i=1.14% Pipe - (292), D=800 L=28.51m, i=1.00% Pipe - (293), D=800 L=28.49m, i=1.00% 9+280 9+240 9+220 Structure - (39) RIM:+110.43m SUMP:+104.35m Pipe - (39), D=800 L=28.50m, i=1.30% 219+180 219+160 219+140 Structure - (279) RIM:+108.48m SUMP:+101.76m Structure - (280) RIM:+108.10m SUMP:+101.36m Structure - (40) RIM:+109.94m SUMP:+103.86m Pipe - (40), D=800 L=28.50m, i=1.00% Pipe - (294), D=800 L=28.49m, i=1.00% Pipe - (295), D=800 L=28.51m, i=1.00% 9+200 9+180 Structure - (266) RIM:+107.98m SUMP:+101.09m Structure - (41) RIM:+109.60m SUMP:+103.46m Pipe - (41), D=800 L=28.49m, i=1.00% 219+120 219+100 Pipe - (233), D=800 Pipe - (42), D=800 L=9.93m, i=1.00% L=17.42m, i=1.00% Pipe - (296), D=800 Pipe - (282), D=800 L=15.08m, i=1.00% L=6.03m, i=1.00% 9+280 Structure - (42) RIM:+109.44m SUMP:+103.06m 9+260 Structure - (218) RIM:+109.47m SUMP:+103.21m 9+260 9+240 9+220 BxH=2500x2500 BxH=2500x2500 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0013 PAK-P1-EP3- 9+940 9+920 9+900 219+820 219+800 219+780 219+760 Pipe - (301), D=800 L=28.50m, i=1.00% Pipe - (302), D=800 L=28.49m, i=1.00% Structure - (283) RIM:+116.71m SUMP:+110.32m 9+880 9+860 Pipe - (52), D=800 L=28.50m, i=1.00% RIM:+116.95m SUMP:+110.72m 9+900 9+880 9+860 219+740 219+720 Structure - (53) RIM:+117.20m SUMP:+110.73m Pipe - (53), D=800 L=28.50m, i=1.00% Structure - (284) RIM:+116.38m SUMP:+109.92m Structure - (285) RIM:+116.01m SUMP:+109.52m 9+820 Msc.LIEN NGUYEN VAN Structure - (54) RIM:+116.90m SUMP:+110.33m Pipe - (54), D=800 L=28.50m, i=1.00% Pipe - (303), D=800 L=28.50m, i=1.00% Pipe - (304), D=800 L=28.49m, i=1.00% 9+800 Msc.TAI LAM DUY 9+780 9+760 APPROVED BY DUYỆT Structure - (220) RIM:+116.61m SUMP:+109.93m Pipe - (235), D=800 L=14.40m, i=1.00% Structure - (286) RIM:+115.63m SUMP:+109.12m Structure - (287) RIM:+115.25m SUMP:+108.72m CHECKED BY KIỂM TRA Structure - (56) RIM:+116.46m SUMP:+109.67m 9+840 9+820 9+840 Pipe - (55), D=800 L=28.50m, i=1.00% 219+700 219+680 219+660 Pipe - (305), D=800 L=28.51m, i=1.00% Pipe - (306), D=800 L=28.49m, i=1.00% 9+740 9+720 9+700 9+800 9+780 9+760 219+620 219+600 9+680 Structure - (57) RIM:+116.16m SUMP:+109.27m Pipe - (56), D=800 L=28.50m, i=1.00% Structure - (288) RIM:+114.87m SUMP:+108.32m Structure - (289) RIM:+114.50m SUMP:+107.92m Structure - (290) RIM:+114.20m SUMP:+107.58m Pipe - (57), D=800 L=28.49m, i=1.00% 219+640 9+720 9+700 9+660 9+640 Pipe - (307), D=800 L=28.51m, i=1.00% Pipe - (308), D=800 L=22.00m, i=1.00% Structure - (58) RIM:+115.87m SUMP:+108.87m Structure - (59) RIM:+115.58m SUMP:+108.47m Pipe - (58), D=800 L=28.50m, i=1.00% Pipe - (59), D=800 L=28.51m, i=1.00% 219+580 Pipe - (309), D=800 L=28.50m, i=1.00% Structure - (291) RIM:+113.82m SUMP:+107.18m Structure - (292) RIM:+113.44m SUMP:+106.78m 9+620 9+580 219+560 219+540 219+520 Pipe - (310), D=800 L=28.50m, i=1.00% Structure - (60) RIM:+115.29m SUMP:+108.07m BxH=1500x1500 9+560 Structure - (267) RIM:+112.81m SUMP:+106.83m Structure - (293) RIM:+113.07m SUMP:+106.38m Pipe - (60), D=800 L=28.50m, i=1.00% Pipe - (61), D=800 L=28.49m, i=1.00% - (312), D=800 Pipe - (311), D=800 D=800 Pipe - (298),Pipe L=6.02m, i=1.00% L=28.49m, i=1.00% L=12.14m, i=1.00% 9+600 Structure - (268) RIM:+112.43m SUMP:+106.35m 9+540 219+500 219+480 219+460 Pipe - (283), D=800 L=28.52m, i=1.27% 9+680 9+660 9+640 9+620 9+600 9+580 Pipe - (62), D=800 L=32.90m, i=1.00% Structure - (61) RIM:+115.00m SUMP:+107.67m Structure - (62) RIM:+114.70m SUMP:+107.27m Structure - (63) RIM:+114.41m SUMP:+106.87m Structure - (44) RIM:+113.74m SUMP:+107.77m 9+740 BxH=1500x1500 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0014 PAK-P1-EP3- 220+180 220+140 220+160 Pipe - (90), D=800 L=28.49m, i=1.00% Pipe - (344), D=800 L=21.41m, i=1.00% Structure - (305) RIM:+117.09m SUMP:+110.33m Pipe - (343), D=800 L=28.51m, i=1.00% 10+280 10+260 10+240 Structure - (327) RIM:+117.09m SUMP:+109.97m BxH=2000x2000 10+220 10+320 10+300 10+280 BxH=1500x1500 10+260 10+240 220+120 Structure - (88) RIM:+117.66m SUMP:+110.95m D=80-0(91), D=800 Pipe - (82), Pipe 91m, i=1.00% L=8.0% L=8.51m, i=1.0 Pipe - (322), D=800 L=16.43m, i=1.00% Structure - (304) RIM:+117.10m SUMP:+110.73m 10+200 Structure - (303) RIM:+117.11m SUMP:+111.13m Pipe - (321), D=800 L=28.50m, i=1.00% 10+180 10+160 Structure - (297) RIM:+117.11m SUMP:+111.14m Pipe - (70), D=800 L=28.50m, i=1.00% 220+100 Pipe - (320), D=800 L=28.50m, i=1.00% 10+140 10+120 Pipe - (69), D=800 L=28.50m, i=1.00% 220+080 220+060 220+040 Pipe - (315), D=800 L=28.50m, i=1.00% Structure - (73) RIM:+117.63m SUMP:+109.21m Structure - (72) RIM:+117.66m SUMP:+109.61m Structure - (71) RIM:+117.72m SUMP:+110.01m Pipe - (68), D=800 L=28.50m, i=1.00% Structure - (298) RIM:+117.12m SUMP:+110.74m 10+100 10+220 10+200 10+180 10+160 10+140 220+020 220+000 219+980 Structure - (299) RIM:+117.13m SUMP:+110.34m 10+080 10+020 Pipe - (67), D=800 L=28.50m, i=1.00% Pipe - (316), D=800 L=28.50m, i=1.00% Structure - (300) RIM:+117.13m SUMP:+109.94m Structure - (70) RIM:+117.78m SUMP:+110.41m BxH=1500x1500 10+040 Structure - (301) RIM:+117.14m SUMP:+109.54m Structure - (69) RIM:+117.84m SUMP:+110.81m Pipe - (66), D=800 L=28.50m, i=1.00% Pipe - (317), D=800 L=28.49m, i=1.00% 10+060 Pipe - (318), D=800 L=28.51m, i=1.00% Structure - (68) RIM:+117.90m SUMP:+111.21m Pipe - (65), D=800 L=28.49m, i=1.00% 219+960 219+940 Pipe - (236), BxH=1500x1500 L=32.55m, i=-2.85% 219+920 10+000 10+120 10+100 10+080 10+060 10+040 10+020 9+980 9+960 9+940 9+920 Pipe - (314), D=800Pipe - (319), D=800 L=12.60m, i=1.00%L=17.43m, i=1.00% Structure - (296) RIM:+117.15m SUMP:+110.77m Structure - (295) RIM:+117.14m SUMP:+111.17m Structure - (281) RIM:+117.09m SUMP:+111.12m Structure - (67) RIM:+117.96m SUMP:+111.61m Pipe - (64), D=800 L=28.51m, i=1.00% Pipe - (313), D=800 L=28.49m, i=1.00% Pipe - (300), D=800 L=28.50m, i=1.00% Structure - (282) RIM:+116.95m SUMP:+110.72m Structure - (66) RIM:+117.99m SUMP:+112.01m Pipe - (50), D=800 L=28.48m, i=1.00% 219+880 219+840 219+860 Pipe - (51), D=800 L=28.50m, i=1.00% Pipe - (52), D=800 L=28.50m, i=1.00% Structure - (50) RIM:+117.91m SUMP:+111.93m Structure - (51) RIM:+117.74m SUMP:+111.53m 219+900 9+980 9+960 Structure - (52) RIM:+117.49m SUMP:+111.13m Structure - (53) RIM:+117.20m SUMP:+110.73m 219+820 10+000 BxH=1500x1500 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0015 PAK-P1-EP3- 4/2018 APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 4/2018 DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 10+680 220+560 Structure - (315) RIM:+123.89m SUMP:+117.81m 10+640 10+620 10+600 10+580 10+560 Pipe - (331), D=800 L=28.50m, i=2.42% Structure - (316) RIM:+123.06m SUMP:+116.98m REV.NO LẦN Pipe - (101), D=800 L=28.51m, i=1.89% 220+540 220+520 Pipe - (332), D=800 L=28.50m, i=2.43% Structure - (317) RIM:+122.23m SUMP:+116.15m DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC Structure - (99) RIM:+124.03m SUMP:+117.95m Pipe - (102), D=800 L=28.50m, i=1.88% 220+500 220+480 Pipe - (333), D=800 L=28.50m, i=2.43% Structure - (318) RIM:+121.40m SUMP:+115.32m 10+660 10+640 10+620 10+600 10+580 220+460 Structure - (100) RIM:+123.36m SUMP:+117.29m Pipe - (103), D=800 L=28.50m, i=1.90% Pipe - (334), D=800 L=28.51m, i=2.43% 10+540 10+500 10+480 CHECKED BY KIỂM TRA 10+520 Structure - (319) RIM:+120.57m SUMP:+114.50m Structure - (101) RIM:+122.69m SUMP:+116.62m Pipe - (104), D=800 L=28.50m, i=1.89% 220+440 220+420 220+400 Pipe - (335), D=800 L=28.50m, i=2.43% Pipe - (336), D=800 L=28.50m, i=2.42% CHỮ KÝ DATE NGÀY 10+560 10+540 10+520 10+500 220+380 220+360 10+440 PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC Structure - (102) RIM:+122.03m SUMP:+115.95m Pipe - (105), D=800 L=28.50m, i=1.88% Structure - (320) RIM:+119.74m SUMP:+113.67m Structure - (321) RIM:+118.92m SUMP:+112.84m NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE Structure - (103) RIM:+121.36m SUMP:+115.29m Pipe - (106), D=800 L=28.50m, i=1.89% Pipe - (337), D=800 L=28.50m, i=2.43% Pipe - (338), D=800 L=28.50m, i=2.08% 10+420 10+400 Structure - (104) RIM:+120.70m SUMP:+114.62m Pipe - (107), D=800 L=28.50m, i=1.86% 220+340 220+320 Pipe - (108), D=800 L=28.50m, i=1.71% Structure - (322) RIM:+118.19m SUMP:+112.12m Structure - (323) RIM:+117.65m SUMP:+111.57m 10+380 Structure - (105) RIM:+120.04m SUMP:+113.96m 10+460 10+460 10+440 Pipe - (339), D=800 L=28.50m, i=1.48% Pipe - (340), D=800 L=28.50m, i=1.00% 10+360 10+340 Pipe - (109), D=800 L=30.46m, i=1.42% 220+300 220+280 Pipe - (114), D=800 L=13.04m, i=1.00% Structure - (324) RIM:+117.28m SUMP:+111.17m Structure - (325) RIM:+117.10m SUMP:+110.77m Structure - (326) RIM:+117.08m SUMP:+110.37m 10+420 10+400 220+260 Pipe - (341), D=800 L=28.48m, i=1.00% Pipe - (342), D=800 L=28.53m, i=1.00% 10+300 10+280 Structure - (327) RIM:+117.09m SUMP:+109.97m Pipe - (87), D=800 L=28.50m, i=1.46% Pipe - (88), D=800 L=28.50m, i=1.00% 220+240 220+200 Pipe - (343), D=800 L=28.51m, i=1.00% 220+220 Pipe - (89), D=800 L=28.49m, i=1.00% Pipe - (90), D=800 L=28.49m, i=1.00% 10+380 10+360 Structure - (87) RIM:+117.77m SUMP:+111.35m 10+320 10+320 10+340 Structure - (86) RIM:+117.98m SUMP:+111.75m Structure - (106) RIM:+119.42m SUMP:+113.35m Structure - (84) RIM:+118.66m SUMP:+112.69m Structure - (85) RIM:+118.28m SUMP:+112.15m 10+480 BxH=2000x2000 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0016 PAK-P1-EP3- 4/2018 Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 11+040 11+020 11+000 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC 220+900 220+880 Pipe - (347), D=800 L=28.50m, i=1.00% Pipe - (348), D= 80 L=28.50m, i=1.00 % 10+980 10+960 Structure - (331) RIM:+129.25m SUMP:+122.94m REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL Structure - (332) RIM:+128.82m SUMP:+122.54m 11+000 220+860 10+940 Structure - (330) RIM:+129.57m SUMP:+123.34m 220+920 10+980 10+960 220+840 Pipe - (346), D=800 L=28.50m, i=1.00% Structure - (329) RIM:+129.71m SUMP:+123.74m 10+920 10+900 10+880 10+860 APPROVED BY DUYỆT 4/2018 220+820 220+800 220+780 220+760 10+840 CHECKED BY KIỂM TRA CHỮ KÝ DATE NGÀY 10+940 10+920 10+900 10+880 10+860 10+820 10+800 10+780 10+760 NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC Structure - (306) RIM:+129.72m SUMP:+123.74m Structure - (307) RIM:+129.56m SUMP:+123.34m Structure - (308) RIM:+129.22m SUMP:+122.94m Structure - (309) RIM:+128.71m SUMP:+122.54m Structure - (310) RIM:+128.02m SUMP:+121.94m Pipe - (345), D=800 L=28.50m, i=1.00% Pipe - (323), D=800 L=28.50m, i=1.00% Pipe - (324), D=800 L=28.51m, i=1.00% Pipe - (116), D=800 L=28.51m, i=1.00% Pipe - (115), D=800 L=28.49m, i=1.00% Pipe - (92), D=800 L=28.49m, i=1.00% Structure - (110) RIM:+129.27m SUMP:+122.94m Structure - (109) RIM:+129.56m SUMP:+123.34m Structure - (108) RIM:+129.72m SUMP:+123.74m Structure - (89) RIM:+129.71m SUMP:+123.74m Structure - (90) RIM:+129.55m SUMP:+123.34m Pipe - (93), D=800 L=28.51m, i=1.00% Pipe - (94), D=800 L=28.47m, i=1.00% 220+740 220+720 220+700 Pipe - (325), D=800 L=28.49m, i=1.00% Pipe - (326), D=800 L=28.50m, i=1.67% Structure - (91) RIM:+129.21m SUMP:+122.94m Structure - (92) RIM:+128.68m SUMP:+122.54m Pipe - (95), D=800 L=28.52m, i=1.64% Pipe - (96), D=800 L=28.50m, i=1.88% 220+680 220+660 10+840 10+820 10+800 10+780 10+760 220+640 Structure - (311) RIM:+127.19m SUMP:+121.12m Structure - (312) RIM:+126.37m SUMP:+120.29m 10+720 Structure - (313) RIM:+125.54m SUMP:+119.46m Pipe - (327), D=800 L=28.50m, i=2.41% Pipe - (328), D=800 L=28.51m, i=2.42% Structure - (93) RIM:+128.02m SUMP:+121.95m Structure - (94) RIM:+127.36m SUMP:+121.28m Pipe - (97), D=800 L=28.50m, i=1.88% Pipe - (98), D=800 L=28.50m, i=1.89% 220+620 Pipe - (329), D=800 L=28.50m, i=2.42% Structure - (314) RIM:+124.71m SUMP:+118.64m 10+660 Pipe - (99), D=800 L=28.50m, i=1.89% 220+600 220+580 Pipe - (330), D=800 L=28.50m, i=2.42% Structure - (95) RIM:+126.69m SUMP:+120.62m Structure - (96) RIM:+126.03m SUMP:+119.95m 10+740 Pipe - (100), D=800 L=28.49m, i=1.89% 220+560 10+640 SUMP:+117.81m Structure - (97) RIM:+125.36m SUMP:+119.29m 10+700 Pipe - (101), D=800 L=28.51m, i=1.89% Pipe - (331), D=800 L=28.50m, i=2.42% 10+740 Structure - (98) RIM:+124.70m SUMP:+118.62m 10+680 Structure - (99) RIM:+124.03m SUMP:+117.95m 10+720 10+700 10+680 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0017 PAK-P1-EP3- NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC 11+42 REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 00 221+3 221+28 Pipe L=28.5 (131), D= 0m, i= 800 1.00% Pipe - (35 L=28.58m ), D=800 , i=1.00% Structure - (337) RIM:+127.93m SUMP:+121.95m 11+380 11+360 Structure - (338) RIM:+127.83m SUMP:+121.55m 11+340 11+320 11+40 221+26 Pipe - (354 ), L=28.50m, D=800 i=1.00% Structure - (339) RIM:+127.68m SUMP:+121.15m 11+300 11+280 Structure - (340) RIM:+127.54m SUMP:+120.75m Structure - (124) RIM:+128.28m SUMP:+119.14m Pipe L=28.5 (130), D=80 0m, i= 1.00% 221+240 Pipe - (355), D= L=28.50m, i=1 800 00% Structure - (341) RIM:+127.39m SUMP:+120.35m Structure - (123) RIM:+128.30m SUMP:+119.54m Pipe - (1 L=28.50 29), D=800 m, i=1.0 0% 221+220 221+200 11+380 11+360 11+340 Structure - (122) RIM:+128.30m SUMP:+119.94m Pipe - (12 L=28.50m ), D=800 , i=1.00% Pipe - (356), D=80 L=28.50m, i=1.00% 11+260 11+240 11+220 11+320 221+180 Pipe - (357), D=800 L=28.51m, i=1.00% Structure - (342) RIM:+127.25m SUMP:+119.95m Structure - (121) RIM:+128.30m SUMP:+120.34m Pipe - (127), D=8 L=28.52m, i= 00 1.00% 221+160 221+140 Structure - (343) RIM:+127.10m SUMP:+119.55m 11+200 11+300 11+280 11+260 Pipe - (358), D=800 L=18.71m, i=1.00% Structure - (344) RIM:+127.05m SUMP:+119.33m 11+180 11+160 11+140 Structure - (345) RIM:+127.05m SUMP:+118.96m Pipe - (126), D=800 L=28.52m, i=1.00% 221+120 221+100 221+080 221+060 221+040 11+240 11+200 11+180 11+160 Structure - (335) RIM:+127.55m SUMP:+121.34m 11+120 11+060 11+040 11+020 Structure - (346) RIM:+127.21m SUMP:+118.56m Pipe - (360), D=800 Pipe - (359), D=800 L=26.03m, i=1.00% L=10.51m, i=1.00% Structure - (120) RIM:+128.30m SUMP:+120.74m BxH=1500x1500 Structure - (334) RIM:+127.98m SUMP:+121.74m Pipe - (362), D=800Pipe - (361), D=80 Pipe - (351), D=800 0% L=28.55m, i=1.00% i=1.0 , 38m L=7 % 00 L=19.48m, i=1 11+100 D=800 Pipe - (349), 00% L=28.50m, i= Structure - (333) RIM:+128.40m SUMP:+122.14m Structure - (332) RIM:+128.82m SUMP:+122.54m 221+020 800 Pipe - (350), D= % L=28.50m, i=1.00 11+080 220+960 220+94 ), D=800 Pipe - (348 1.00% i= , 0m 28 L= 11+000 220+980 800 18), D= Pipe - (1 m, i=1.00% L=28.5 D=800 (117), Pipe - 1m, i=1.00% L=28.5 220+92 9), D=80 Pipe - (11 , i=1.00% m L=28 Structure - (119) RIM:+128.30m SUMP:+121.14m Pipe - (125), D=800 L=28.50m, i=1.00% Pipe - (124), D=800 L=28.50m, i=1.00% Pipe - (123), D=800 L=28.48m, i=1.00% D=800 Pipe - (120), 00% i= , 6m 26 L= 221+000 Structure - (110) RIM:+129.27m SUMP:+122.94m 11+140 11+120 11+100 11+08 11+06 Structure - (111) RIM:+128.98m SUMP:+122.54m Structure - (118) RIM:+128.30m SUMP:+121.54m Structure - (117) RIM:+128.30m SUMP:+121.94m Structure - (116) RIM:+128.32m SUMP:+122.34m Structure - (113) RIM:+128.48m SUMP:+121.74m Structure - (112) RIM:+128.70m SUMP:+122.14m 11+220 BxH=1500x150 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0018 PAK-P1-EP3- 4/2018 4/2018 11+800 221+660 221+620 11+680 11+700 11+720 221+600 221+580 221+560 11+780 11+760 11+740 11+720 11+700 11+680 221+540 221+640 Pipe - (373), D=800 L=28.50m, i=1.16% Structure - (357) RIM:+123.79m SUMP:+117.71m Structure - (356) RIM:+124.24m SUMP:+118.16m Structure - (355) RIM:+124.68m SUMP:+118.61m DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC Pipe - (372), D=800 L=28.50m, i=1.17% Pipe - (371), D=800 L=28.50m, i=1.16% 11+660 Msc.LIEN NGUYEN VAN Structure - (354) RIM:+125.13m SUMP:+119.05m 11+640 Msc.TAI LAM DUY 4/2018 Pipe - (370), D=800 L=28.50m, i=1.15% 11+620 APPROVED BY DUYỆT 11+600 CHECKED BY KIỂM TRA CHỮ KÝ DATE NGÀY Pipe - (369), D=800 L=28.50m, i=1.14% Structure - (353) RIM:+125.59m SUMP:+119.49m 11+580 PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC Structure - (352) RIM:+126.04m SUMP:+119.89m 11+560 11+540 NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE 11+660 11+640 221+500 Pipe - (368), D=800 L=28.50m, i=1.00% Structure - (351) RIM:+126.50m SUMP:+120.29m 11+520 11+500 Structure - (350) RIM:+126.95m SUMP:+120.69m Pipe - (367), D=800 L=28.50m, i=1.00% 221+520 221+460 Pipe - (366), D=800 L=28.50m, i=1.00% ), D=800 Pipe - (143 1.00% i= , 2m L=27.5 800 Pipe - (142), D=00% i= , 2m L=28 Pipe - (141), D=80 % L=28.48m, i=1.00 Pipe - (140), D=800 L=28.51m, i=1.00% Pipe - (139), D=800 L=28.49m, i=1.00% Pipe - (138), D=800 L=28.57m, i=1.00% Structure - (136) RIM:+123.67m SUMP:+114.34m Structure - (135) RIM:+123.92m SUMP:+114.74m Structure - (134) RIM:+124.35m SUMP:+115.14m Structure - (133) RIM:+124.85m SUMP:+115.54m Structure - (132) RIM:+125.35m SUMP:+115.94m Structure - (131) RIM:+125.86m SUMP:+116.34m Pipe - (137), D=800 L=28.50m, i=1.00% 221+440 221+420 Pipe - (136), D=800 L=28.45m, i=1.00% Pipe - (365), D=800 L=28.50m, i=1.00% 11+620 Structure - (130) RIM:+126.36m SUMP:+116.74m 221+480 Pipe - (135), D=800 L=28.52m, i=1.00% 221+400 11+460 11+600 11+580 11+560 11+540 11+520 221+380 Structure - (129) RIM:+126.86m SUMP:+117.14m Structure - (349) RIM:+127.38m SUMP:+121.09m Structure - (348) RIM:+127.70m SUMP:+121.49m 11+440 Structure - (347) RIM:+127.87m SUMP:+121.90m 11+400 11+380 11+360 Pipe - (364), D=800 L=28.50m, i=1.00% Pipe - (363), D=800 L=28.84m, i=1.00% Structure - (337) RIM:+127.93m SUMP:+121.95m Structure - (128) RIM:+127.32m SUMP:+117.54m Pipe - (134), D=800 L=28.49m, i=1.00% 221+360 221+340 221+320 Pipe - (133), D=800 L=28.51m, i=1.00% 800 Pipe - (353), D= 0% L=28.58m, i=1.0 Structure - (338) RIM:+127.83m SUMP:+121.55m Structure - (127) RIM:+127.70m SUMP:+117.94m 11+480 Structure - (126) RIM:+127.98m SUMP:+118.34m Pipe - (132), D=800 L=28.50m, i=1.00% 221+300 Pipe - (131), D=800 L=28.50m, i=1.00% 11+500 11+480 Structure - (125) RIM:+128.17m SUMP:+118.74m 11+420 Structure - (124) RIM:+128.28m SUMP:+119.14m 11+460 11+440 2500 BxH=3000x 2500 0x 00 BxH=3 DRAINAGE PLAN OF EXPRESSWAY REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0019 PAK-P1-EP3- 12+160 222+020 222+000 12+100 Structure - (392) RIM:+128.91m SUMP:+122.67m Structure - (393) RIM:+128.27m SUMP:+122.19m 12+080 12+040 12+020 12+000 Pipe - (409), D=800 L=28.50m, i=1.00% Pipe - (410), D=800 L=28.50m, i=1.26% 12+060 Structure - (394) RIM:+127.62m SUMP:+121.54m Structure - (395) RIM:+126.97m SUMP:+120.89m 12+140 12+120 221+980 221+960 Pipe - (411), D=800 L=28.50m, i=1.83% Pipe - (412), D=800 L=28.50m, i=1.82% Structure - (396) RIM:+126.64m SUMP:+120.54m 11+980 12+100 12+080 221+940 221+920 221+900 11+960 12+060 12+040 12+020 221+880 11+940 11+920 Pipe - (413), D=800 L=13.96m, i=1.52% Structure - (397) RIM:+125.99m SUMP:+119.63m Structure - (398) RIM:+125.34m SUMP:+119.23m Structure - (399) RIM:+124.69m SUMP:+118.61m Structure - (400) RIM:+124.04m SUMP:+117.96m Pipe - (414), D=800 L=28.53m, i=2.70% Pipe - (415), D=800 L=28.50m, i=1.00% Pipe - (416), D=800 L=28.51m, i=1.72% 11+900 Structure - (401) RIM:+123.43m SUMP:+117.36m 221+860 221+840 221+820 221+800 Pipe - (417), D=800 L=28.50m, i=1.83% Pipe - (418), D=800 L=28.51m, i=1.69% 12+000 11+980 11+960 11+940 11+920 221+780 221+760 Structure - (402) RIM:+123.09m SUMP:+116.96m 11+800 11+900 11+880 Pipe - (419), D=800 L=28.51m, i=1.00% T2 T1 M1 M2 T5 T4 T3 Pipe - (156), D=800 L=28.49m, i=1.91% Pipe - (157), D=800 L=28.52m, i=1.93% Pipe - (158), D=800 L=28.50m, i=1.91% Pipe - (159), D=800 L=28.49m, i=1.91% Pipe - (160), D=800 L=30.62m, i=1.91% Pipe - (161), D=800 L=22.19m, i=3.52% BxH=3000x2500 BxH=3000x2500 11+780 11+760 11+740 Structure - (359) RIM:+123.06m SUMP:+116.86m Pipe - (164), D=800 L=28.47m, i=1.02% Pipe - (162), D=800 L=28.50m, i=1.00% Pipe - (163), D=800 L=28.51m, i=1.00% 11+880 Pipe - (374), D L=28.50m, i= =800 Pipe - (377), D=800 1.00% L=5 Pipe - (420), D=800 86m, i=1.00% L=20.05m, i=1.00% Structure - (358) RIM:+123.34m SUMP:+117.26m Pipe - (165), D=800 L=28.48m, i=1.19% 221+740 221+720 221+700 Pipe - (166), D=800 L=28.48m, i=1.00% Structure - (151) RIM:+129.40m SUMP:+123.33m Structure - (152) RIM:+128.73m SUMP:+122.65m Structure - (153) RIM:+128.05m SUMP:+121.98m Structure - (154) RIM:+127.38m SUMP:+121.30m Structure - (155) RIM:+126.67m SUMP:+120.48m Structure - (156) RIM:+126.17m SUMP:+119.55m Structure - (157) RIM:+125.58m SUMP:+119.15m Structure - (158) RIM:+125.00m SUMP:+118.75m Structure - (159) RIM:+124.42m SUMP:+118.34m 11+860 Pipe - (37 L=28.50m ), D=800 , i=1.16% Pipe - (169), D=800 L=21.82m, i=1.00% 221+680 221+660 Pipe - (143), D= 80 L=27.52m, i=1.00 % Structure - (160) RIM:+123.96m SUMP:+117.89m 11+840 Structure - (161) RIM:+123.69m SUMP:+117.49m 11+820 Structure - (136) RIM:+123.67m SUMP:+114.34m 11+860 11+840 11+820 11+800 BxH=3000x250 BxH=3000x250 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0020 PAK-P1-EP3- PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC 4/2018 APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 4/2018 12+520 12+500 12+480 12+460 12+440 DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 12+460 Structure - (380) RIM:+136.55m SUMP:+127.47m 12+440 12+420 REV.NO LẦN 222+400 222+380 222+340 222+320 222+360 Pipe - (397), D=800 L=28.50m, i=1.00% Structure - (381) RIM:+136.05m SUMP:+127.07m 12+400 12+380 DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC Structure - (162) RIM:+137.34m SUMP:+131.36m Pipe - (170), D=800 L=28.51m, i=1.00% Pipe - (398), D=800 L=28.50m, i=1.00% Structure - (382) RIM:+135.41m SUMP:+126.67m Structure - (383) RIM:+134.76m SUMP:+126.27m Structure - (139) RIM:+137.23m SUMP:+131.25m Pipe - (145), D=800 L=28.49m, i=1.41% Pipe - (399), D=800 L=28.50m, i=1.00% Pipe - (400), D=800 L=28.50m, i=1.00% 12+360 12+340 Structure - (140) RIM:+136.81m SUMP:+130.73m Pipe - (146), D=800 L=28.50m, i=1.85% 222+300 222+280 222+260 Structure - (384) RIM:+134.11m SUMP:+125.87m CHECKED BY KIỂM TRA 12+420 12+400 12+380 222+240 Structure - (385) RIM:+133.46m SUMP:+125.47m Structure - (141) RIM:+136.15m SUMP:+130.08m Pipe - (147), D=800 L=28.50m, i=1.91% Pipe - (401), D=800 L=28.50m, i=1.00% Pipe - (402), D=800 L=28.50m, i=1.00% CHỮ KÝ DATE NGÀY Structure - (142) RIM:+135.48m SUMP:+129.40m Pipe - (148), D=800 L=28.50m, i=1.92% 12+320 12+280 12+260 NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE Pipe - (149), D=800 L=28.51m, i=1.92% 12+300 Structure - (386) RIM:+132.81m SUMP:+125.07m Structure - (387) RIM:+132.16m SUMP:+124.67m Structure - (143) RIM:+134.80m SUMP:+128.73m 222+220 222+200 Pipe - (403), D=800 L=28.50m, i=1.00% Pipe - (404), D=800 L=28.50m, i=1.00% 12+360 12+340 12+320 Structure - (144) RIM:+134.13m SUMP:+128.05m Pipe - (150), D=800 L=28.49m, i=1.92% 222+180 222+160 12+220 Structure - (388) RIM:+131.51m SUMP:+124.27m Structure - (389) RIM:+130.86m SUMP:+123.87m 12+300 12+280 222+140 Pipe - (405), D=800 L=28.50m, i=1.00% Pipe - (406), D=800 L=28.50m, i=1.00% Structure - (145) RIM:+133.45m SUMP:+127.37m Pipe - (151), D=800 L=28.50m, i=1.91% 12+240 12+240 12+260 Structure - (146) RIM:+132.78m SUMP:+126.70m Pipe - (152), D=800 L=28.54m, i=1.92% 12+200 12+160 Structure - (390) RIM:+130.21m SUMP:+123.47m Structure - (391) RIM:+129.56m SUMP:+123.07m Structure - (147) RIM:+132.10m SUMP:+126.02m Pipe - (153), D=800 L=28.46m, i=1.92% 222+100 222+080 222+060 Pipe - (407), D=800 L=28.50m, i=1.00% 12+140 12+100 Structure - (392) RIM:+128.91m SUMP:+122.67m Pipe - (154), D=800 L=28.50m, i=1.91% Pipe - (408), D=800 L=28.50m, i=1.00% 12+120 Pipe - (409), D=800 L=28.50m, i=1.00% Structure - (148) RIM:+131.43m SUMP:+125.35m 222+120 Pipe - (155), D=800 L=28.50m, i=1.92% 222+040 Pipe - (156), D=800 L=28.49m, i=1.91% Structure - (149) RIM:+130.75m SUMP:+124.68m 12+180 Structure - (150) RIM:+130.08m SUMP:+124.00m 12+220 12+200 12+180 12+160 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0021 PAK-P1-EP3- APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 222+760 222+740 DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 12+820 12+800 DATE NGÀY 12+840 222+720 12+780 12+760 12+880 12+860 12+840 222+700 222+680 222+660 DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN Pipe - (384), D=800 L=28.50m, i=1.60% Structure - (367) RIM:+139.22m SUMP:+133.15m Structure - (368) RIM:+138.64m SUMP:+132.56m Structure - (369) RIM:+138.05m SUMP:+131.98m Structure - (370) RIM:+137.49m SUMP:+131.42m 12+740 12+720 12+820 12+800 12+780 222+640 CHECKED BY KIỂM TRA Pipe - (385), D=800 L=28.50m, i=1.61% Pipe - (386), D=800 L=28.50m, i=1.62% Pipe - (387), D=800 L=28.50m, i=1.53% Pipe - (388), D=800 L=28.50m, i=1.02% Structure - (371) RIM:+137.09m SUMP:+131.01m Structure - (372) RIM:+136.87m SUMP:+130.61m 12+680 12+660 PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC 12+760 Pipe - (389), D=800 L=28.50m, i=1.00% Structure - (373) RIM:+136.80m SUMP:+130.27m 12+640 NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE Pipe - (390), D=800 L=22.88m, i=1.00% 12+700 Structure - (374) RIM:+136.85m SUMP:+129.87m 222+620 222+600 222+580 Pipe - (391), D=800 L=28.50m, i=1.00% Pipe - (181), D=800 L=28.49m, i=1.00% Pipe - (182), D=800 L=28.53m, i=1.00% Pipe - (183), D=800 L=28.47m, i=2.26% Pipe - (184), D=800 L=28.50m, i=2.26% Structure - (173) RIM:+140.07m SUMP:+133.59m Structure - (174) RIM:+139.29m SUMP:+133.19m Structure - (175) RIM:+138.49m SUMP:+132.41m Structure - (176) RIM:+137.71m SUMP:+131.63m Pipe - (185), D=800 L=28.51m, i=1.74% Pipe - (186), D=800 L=28.49m, i=1.14% Pipe - (187), D=800 L=28.51m, i=1.00% 222+560 Structure - (375) RIM:+136.89m SUMP:+129.47m 12+740 12+720 12+700 12+680 Pipe - (392), D=800 L=28.50m, i=1.00% 12+620 Structure - (376) RIM:+136.94m SUMP:+129.07m 222+540 222+520 222+500 Pipe - (393), D=800 L=28.50m, i=1.00% 12+600 Structure - (377) RIM:+136.99m SUMP:+128.67m 12+660 12+640 12+620 222+480 222+460 Pipe - (394), D=800 L=28.50m, i=1.00% Structure - (177) RIM:+137.09m SUMP:+131.01m Structure - (178) RIM:+136.65m SUMP:+130.57m Structure - (179) RIM:+136.39m SUMP:+130.17m Pipe - (174), D=800 Pipe - (176), D=800 Pipe - (188), D=800 L=28.50m, i=1.00% L=8.74m, i=1.00% L=23.41m, i=1.00% 12+580 12+520 Structure - (378) RIM:+137.01m SUMP:+128.27m 12+500 12+480 Structure - (379) RIM:+136.87m SUMP:+127.87m Pipe - (395), D=800 L=28.50m, i=1.00% Structure - (167) RIM:+136.31m SUMP:+129.36m Structure - (166) RIM:+136.43m SUMP:+129.76m Pipe - (173), D=800 L=28.50m, i=1.00% 12+560 Pipe - (396), D=800 L=28.50m, i=1.00% Structure - (165) RIM:+136.71m SUMP:+130.16m Pipe - (172), D=800 L=28.50m, i=1.00% 222+440 222+420 Pipe - (397), D=800 L=28.50m, i=1.00% Structure - (164) RIM:+137.00m SUMP:+130.56m Pipe - (171), D=800 L=28.48m, i=1.00% 222+400 Pipe - (170), D=800 L=28.51m, i=1.00% 12+600 12+580 Structure - (163) RIM:+137.28m SUMP:+130.96m 12+540 Structure - (162) RIM:+137.34m SUMP:+131.36m 12+560 12+540 12+520 BxH=1500x1500 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0022 PAK-P1-EP3- APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 223+120 223+100 13+200 13+180 REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL Pipe - (425), D=800 L=28.50m, i=1.00% Structure - (407) RIM:+140.99m SUMP:+134.72m Structure - (406) RIM:+141.50m SUMP:+135.12m 13+160 13+140 13+260 13+240 13+220 223+080 223+060 223+040 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC Pipe - (195), D=800 L=28.50m, i=1.00% Pipe - (424), D=800 L=28.50m, i=1.00% Structure - (405) RIM:+141.89m SUMP:+135.52m Structure - (187) RIM:+140.75m SUMP:+132.81m Structure - (186) RIM:+141.11m SUMP:+133.21m Pipe - (194), D=800 L=28.51m, i=1.00% Pipe - (423), D=800 L=28.49m, i=1.00% 13+120 Structure - (404) RIM:+142.16m SUMP:+135.92m 13+100 13+080 13+200 13+180 13+160 223+020 223+000 222+980 13+060 CHECKED BY KIỂM TRA Pipe - (193), D=800 L=28.50m, i=1.00% Pipe - (422), D=800 L=28.50m, i=1.00% Structure - (403) RIM:+142.29m SUMP:+136.32m Structure - (360) RIM:+142.29m SUMP:+136.32m 13+040 13+000 Structure - (361) RIM:+142.15m SUMP:+135.92m NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE 13+140 13+100 222+960 Pipe - (421), D=800 L=28.52m, i=1.00% Structure - (185) RIM:+141.39m SUMP:+133.61m Structure - (184) RIM:+141.58m SUMP:+134.01m Pipe - (192), D=800 L=28.97m, i=1.00% Pipe - (191), D=800 L=28.51m, i=1.00% Pipe - (378), D=800 L=28.50m, i=1.00% PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC Structure - (183) RIM:+141.67m SUMP:+134.42m Structure - (182) RIM:+141.68m SUMP:+134.82m Pipe - (190), D=800 L=28.48m, i=1.00% 222+940 Structure - (362) RIM:+141.88m SUMP:+135.52m 13+120 13+060 Pipe - (379), D=800 L=28.50m, i=1.00% 12+980 12+960 Structure - (181) RIM:+141.64m SUMP:+135.22m 13+020 Pipe - (380), D=800 L=28.50m, i=1.00% 222+920 222+900 222+880 222+860 13+080 13+020 13+000 12+980 13+040 Structure - (180) RIM:+141.59m SUMP:+135.62m Pipe - (189), D=800 L=28.50m, i=1.00% Structure - (363) RIM:+141.49m SUMP:+135.11m 12+940 222+820 222+800 222+840 Structure - (364) RIM:+140.97m SUMP:+134.71m 12+920 12+860 Structure - (168) RIM:+141.56m SUMP:+135.59m Pipe - (177), D=800 L=28.50m, i=1.00% Pipe - (381), D=800 L=28.50m, i=1.00% Structure - (365) RIM:+140.38m SUMP:+134.31m Structure - (366) RIM:+139.80m SUMP:+133.73m Structure - (169) RIM:+141.52m SUMP:+135.19m Pipe - (178), D=800 L=28.50m, i=1.00% Pipe - (382), D=800 L=28.50m, i=1.02% 12+900 Structure - (367) RIM:+139.22m SUMP:+133.15m Structure - (170) RIM:+141.43m SUMP:+134.79m Pipe - (179), D=800 L=28.50m, i=1.00% Pipe - (383), D=800 L=28.50m, i=1.61% Pipe - (384), D=800 L=28.50m, i=1.60% 12+960 Structure - (171) RIM:+141.15m SUMP:+134.39m Pipe - (180), D=800 L=28.51m, i=1.00% 222+780 222+760 Pipe - (181), D=800 L=28.49m, i=1.00% 12+840 12+940 Structure - (172) RIM:+140.70m SUMP:+133.99m 12+880 Structure - (173) RIM:+140.07m SUMP:+133.59m 12+920 12+900 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0023 PAK-P1-EP3- 223+500 Pipe - (223), D=800 L=28.51m, i=1.67% 223+480 Pipe - (464), D=800 L=28.50m, i=2.53% BxH=1500x1500 13+560 13+540 Pipe - (463), D=800 L=28.50m, i=2.67% Structure - (445) RIM:+137.23m SUMP:+131.15m Structure - (446) RIM:+136.38m SUMP:+130.29m Structure - (447) RIM:+135.91m SUMP:+129.82m 13+520 13+500 13+620 13+600 Pipe - (224), D=800 L=28.49m, i=1.06% 223+460 223+440 223+420 223+400 Pipe - (225), D=800 L=28.50m, i=1.00% Structure - (417) RIM:+135.85m SUMP:+129.23m 13+480 Structure - (416) RIM:+136.05m SUMP:+129.63m Structure - (214) RIM:+138.05m SUMP:+131.97m Structure - (215) RIM:+137.63m SUMP:+131.55m Pipe - (434), D=800 Pipe - (446), - (466), D=800 Pipe - (465), D=800 PipeD=800 L=28.50m, i=1.00% L=4.02m,L=8.51m, i=1.00% i=1.00% L=28.50m, i=1.25% Structure - (415) RIM:+136.58m SUMP:+130.03m 13+440 13+580 13+560 13+540 13+520 223+380 Pipe - (433), D=800 L=28.51m, i=1.00% 13+460 13+400 13+380 Structure - (414) RIM:+137.13m SUMP:+130.43m Structure - (216) RIM:+137.39m SUMP:+131.15m Pipe - (204), D=800Pipe - (206), D=800 Pipe - (226), D=800 L=28.50m, i=1.00%L=2.49m, i=1.00%L=24.63m, i=1.00% 223+360 223+340 223+320 Pipe - (432), D=800 L=28.50m, i=1.00% Structure - (413) RIM:+137.68m SUMP:+130.83m 13+500 13+480 13+460 Pipe - (203), D=800 L=28.50m, i=1.00% 13+420 Structure - (412) RIM:+138.23m SUMP:+131.23m Pipe - (431), D=800 L=28.50m, i=1.00% Structure - (196) RIM:+137.33m SUMP:+129.21m Structure - (195) RIM:+137.45m SUMP:+129.61m Structure - (194) RIM:+137.75m SUMP:+130.01m Pipe - (202), D=800 L=28.50m, i=1.00% 223+300 223+280 Pipe - (430), D=800 L=28.51m, i=1.00% Structure - (411) RIM:+138.78m SUMP:+131.63m 13+440 13+420 13+400 223+260 Pipe - (429), D=800 L=28.49m, i=1.00% Structure - (193) RIM:+138.17m SUMP:+130.41m Pipe - (201), D=800 L=28.51m, i=1.00% 13+360 Structure - (410) RIM:+139.33m SUMP:+133.26m Pipe - (200), D=800 L=28.49m, i=1.00% 13+340 Structure - (409) RIM:+139.88m SUMP:+133.81m 13+380 13+360 13+340 223+220 223+180 223+200 Pipe - (428), D=800 L=28.51m, i=5.10% 13+300 13+240 13+220 Structure - (408) RIM:+140.44m SUMP:+134.32m Pipe - (427), D=800 L=28.49m, i=1.50% 13+260 Pipe - (426), D=800 L=28.50m, i=1.37% Structure - (407) RIM:+140.99m SUMP:+134.72m 13+200 223+160 223+140 Pipe - (425), D=800 L=28.50m, i=1.00% Pipe - (199), D=800 L=28.50m, i=1.00% Pipe - (198), D=800 L=28.50m, i=1.00% 223+240 Pipe - (197), D=800 L=28.50m, i=1.00% Pipe - (196), D=800 L=28.49m, i=1.00% Structure - (192) RIM:+138.60m SUMP:+130.82m Structure - (191) RIM:+139.03m SUMP:+131.21m Structure - (190) RIM:+139.46m SUMP:+131.61m Structure - (189) RIM:+139.89m SUMP:+132.01m 13+320 Structure - (188) RIM:+140.32m SUMP:+132.41m 13+280 Structure - (187) RIM:+140.75m SUMP:+132.81m 13+320 13+300 13+280 13+260 BxH=2000x2000 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0024 PAK-P1-EP3- Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN DATE NGÀY 4/2018 4/2018 4/2018 REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL Pipe - (211), D=800 L=28.50m, i=1.00% 223+860 223+840 Structure - (434) RIM:+145.61m SUMP:+139.53m Pipe - (451), D=800 L=28.51m, i=1.15% Structure - (433) RIM:+146.05m SUMP:+139.98m 13+940 13+900 13+880 Pipe - (452), D=800 L=28.49m, i=1.16% 13+920 Structure - (435) RIM:+145.16m SUMP:+139.08m DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC 13+980 13+960 Pipe - (453), D=800 L=28.52m, i=1.15% 13+860 13+840 223+820 223+800 Pipe - (454), D=800 L=28.48m, i=1.16% Structure - (436) RIM:+144.71m SUMP:+138.64m Pipe - (212), D=800 L=28.50m, i=1.00% Pipe - (213), D=800 L=28.50m, i=1.00% 223+780 223+760 13+940 13+920 13+900 13+880 13+820 13+800 13+780 APPROVED BY DUYỆT CHỮ KÝ Pipe - (455), D=800 L=28.50m, i=1.45% Structure - (437) RIM:+144.18m SUMP:+138.10m CHECKED BY KIỂM TRA Pipe - (214), D=800 L=28.48m, i=1.02% Pipe - (215), D=800 L=28.52m, i=2.89% 223+740 223+720 Pipe - (456), D=800 L=28.50m, i=1.94% Structure - (438) RIM:+143.49m SUMP:+137.42m 13+760 13+740 NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC 13+860 13+840 223+700 Pipe - (457), D=800 L=28.50m, i=2.47% Structure - (439) RIM:+142.65m SUMP:+136.58m Structure - (440) RIM:+141.75m SUMP:+135.67m 13+720 13+700 13+820 223+660 Pipe - (458), D=800 L=28.51m, i=2.68% Pipe - (459), D=800 L=28.48m, i=2.68% Pipe - (216), D=800 L=28.50m, i=3.04% Pipe - (217), D=800 L=28.50m, i=3.04% Structure - (202) RIM:+148.27m SUMP:+141.53m Structure - (203) RIM:+147.83m SUMP:+141.13m Structure - (204) RIM:+147.21m SUMP:+140.73m Structure - (205) RIM:+146.41m SUMP:+140.33m Structure - (206) RIM:+145.44m SUMP:+139.36m Structure - (207) RIM:+144.43m SUMP:+138.35m 223+680 Pipe - (218), D=800 L=28.50m, i=3.04% 223+640 223+620 223+600 13+800 13+780 13+760 13+740 13+720 13+700 223+580 Structure - (208) RIM:+143.41m SUMP:+137.34m Structure - (209) RIM:+142.40m SUMP:+136.32m Pipe - (219), D=800 L=28.50m, i=3.03% Structure - (441) RIM:+140.84m SUMP:+134.77m Structure - (442) RIM:+139.94m SUMP:+133.87m 13+680 13+620 13+600 13+580 Structure - (445) RIM:+137.23m SUMP:+131.15m Pipe - (460), D=800 L=28.50m, i=2.68% Pipe - (461), D=800 L=28.51m, i=2.70% Structure - (443) RIM:+139.03m SUMP:+132.95m Structure - (444) RIM:+138.13m SUMP:+132.05m Structure - (210) RIM:+141.39m SUMP:+135.32m Pipe - (220), D=800 L=28.50m, i=3.04% 13+660 Pipe - (462), D=800 L=28.50m, i=2.67% Pipe - (463), D=800 L=28.50m, i=2.67% Pipe - (221), D=800 L=28.49m, i=2.85% 223+560 223+540 Pipe - (222), D=800 L=28.50m, i=2.26% 223+520 223+500 Pipe - (223), D=800 L=28.51m, i=1.67% Structure - (211) RIM:+140.38m SUMP:+134.30m Structure - (212) RIM:+139.43m SUMP:+133.35m Structure - (213) RIM:+138.65m SUMP:+132.57m 13+640 Structure - (214) RIM:+138.05m SUMP:+131.97m 13+680 13+660 13+640 13+620 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0025 PAK-P1-EP3- NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO PEOPLE'S DEMOCRATIC REPUBLIC TÊN PROCESSING ONE NUMBER CO.,LTD BO Y - PAKSE EXPRESSWAY & TRADING JOINT STOCK CORPORATION SIGNATURE PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC DATE NGÀY 4/2018 14+040 14+020 CHECKED BY KIỂM TRA APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 4/2018 14+140 224+000 Structure - (428) RIM:+148.64m SUMP:+142.66m 14+080 Structure - (429) RIM:+147.91m SUMP:+141.75m Structure - (430) RIM:+147.39m SUMP:+141.31m CHỮ KÝ Pipe - (447), D=800 L=28.50m, i=2.70% 14+060 Structure - (431) RIM:+146.95m SUMP:+140.87m Structure - (197) RIM:+149.57m SUMP:+143.60m Pipe - (207), D=800 L=28.50m, i=1.21% 223+980 223+960 223+940 Pipe - (448), D=800 L=28.49m, i=1.12% 14+000 13+960 Structure - (432) RIM:+146.50m SUMP:+140.42m 14+100 14+080 14+060 223+920 223+900 223+880 Pipe - (450), D=800 L=28.50m, i=1.15% Structure - (433) RIM:+146.05m SUMP:+139.98m 13+940 14+040 14+020 14+000 Pipe - (451), D=800 L=28.51m, i=1.15% Pipe - (208), D=800 L=28.50m, i=1.00% Pipe - (209), D=800 L=28.50m, i=1.00% 13+980 Structure - (434) RIM:+145.61m SUMP:+139.53m Pipe - (210), D=800 L=28.50m, i=1.00% Pipe - (211), D=800 L=28.50m, i=1.00% 223+860 223+840 223+820 Pipe - (452), D=800 L=28.49m, i=1.16% 13+920 13+880 13+860 Structure - (435) RIM:+145.16m SUMP:+139.08m 13+980 13+960 13+940 Pipe - (453), D=800 L=28.52m, i=1.15% 13+900 Structure - (436) RIM:+144.71m SUMP:+138.64m 13+840 13+820 Pipe - (454), D=800 L=28.48m, i=1.16% Pipe - (212), D=800 L=28.50m, i=1.00% Pipe - (213), D=800 L=28.50m, i=1.00% 223+800 223+780 223+760 223+740 Pipe - (455), D=800 L=28.50m, i=1.45% Structure - (437) RIM:+144.18m SUMP:+138.10m 13+920 13+900 13+880 Pipe - (214), D=800 L=28.48m, i=1.02% Pipe - (215), D=800 L=28.52m, i=2.89% Structure - (198) RIM:+149.25m SUMP:+143.13m Structure - (199) RIM:+149.01m SUMP:+142.73m Structure - (200) RIM:+148.77m SUMP:+142.33m Structure - (201) RIM:+148.54m SUMP:+141.93m Structure - (202) RIM:+148.27m SUMP:+141.53m Structure - (203) RIM:+147.83m SUMP:+141.13m Structure - (204) RIM:+147.21m SUMP:+140.73m Structure - (205) RIM:+146.41m SUMP:+140.33m Structure - (206) RIM:+145.44m SUMP:+139.36m 14+120 DRAINAGE PLAN OF EXPRESSWAY DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: 0026 PAK-P1-EP3- ... SUMP:+140.33m Structure - (206) RIM:+145.44m SUMP:+139.36m 14+120 DRAINAGE PLAN OF EXPRESSWAY DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018... Msc.LIEN NGUYEN VAN CHỮ KÝ DATE NGÀY 4/2018 4/2018 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL DETAILED DESIGN... DSUMP:+105.92m , i=1 =800 00% 8+860 Structure - (23) RIM:+112.45m SUMP:+105.52m 8+880 8+860 8+840 DRAINAGE PLAN OF EXPRESSWAY NAME VIEN VI CHIT CASSAVA PEACH PRODUCTS THANH DONG CONSTRUCTION INVESTMENT LAO