1 BINH DO THOAT NUOC (17)

8+480 8+460 8+440 L1-C32 L1-C31 218+360 L1-C30 Pipe - (252), D=800 L=28.50m, i=2.86% 8+440 R 13 RIM:+109.26m SUMP:+107.18m 8+420 8+400 R 12 RIM:+109.52m SUMP:+107.45m R1-C34 R1-C31 R1-C32 R1-C33 218+340 L1-C29 L1-C28 218+320 R1-C30 218+300 R1-C28 8+380 8+360 8+340 L1-C27 L1-C2 L1-C26 L1-C24 218+280 R1-C26 R1-C27 L1-C23 R 11 RIM:+109.70m SUMP:+107.63m R 10 RIM:+109.79m SUMP:+107.72m Pipe - (251), D=800 L=28.50m, i=0.89% Pipe - (250), D=800 L=28.50m, i=0.60% Pipe - (249), D=800 L=28.50m, i=0.30% BxH=1500x1500 8+320 8+300 8+280 8+260 R9 RIM:+109.79m SUMP:+107.07m R1-C25 R1-C24218+260 L1-C21 L1-C22 R1-C22 R1-C23218+240 L1-C18 L1-C1 L1-C290 R1-C21218+220 R8 RIM:+109.72m SUMP:+107.03m RÃNH BTCT 800xh Xh 800 CONCRETE DITCH R1-C29 8+400 8+380 8+360 8+340 R2 RIM:+109.61m SUMP:+107.54m 8+420 BxH=1500x1500 L1-C17 R1-C20 BxH=1500x1500 L1-C16 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (247), D=800 Pipe - (248), D=800 L=7.19m, i=0.13% L=16.42m, i=0.24% Pipe - (240), D=800 L=28.51m, i=0.78% 8+240 R1-C19218+200 R1-C18 R1-C17218+180 L1-C15 L1-C14 L1-C13 R1-C16218+160 R1-C15 R1-C14 218+140 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R3 RIM:+109.38m SUMP:+107.30m R4 RIM:+109.08m SUMP:+107.00m Pipe - (7), D=800 L=28.50m, i=1.01% Pipe - (6), D=800 L=28.50m, i=0.86% 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=1.01% L 13 RIM:+108.88m SUMP:+106.80 L 12 RIM:+109.17m SUMP:+107.10m L 11 RIM:+109.47m SUMP:+107.40m L 10 RIM:+109.78m SUMP:+107.70m L9 RIM:+110.08m SUMP:+108.00m L8 RIM:+110.34m SUMP:+108.26m Pipe - (229), D=800 L=28.44m, i=0.33% L1-C12 L1-C10 8+320 8+300 8+280 8+260 8+240 R1-C13 218+120 R1-C12 L1-C9 L1-C8 R1-C10 R1-C11 218+100 8+180 8+160 8+140 L3 RIM:+110.42m SUMP:+108.35m BxH=1500x1500 8+120 R6 RIM:+108.66m SUMP:+106.58m Pipe - (241), D=800 L=28.49m, i=0.99% Pipe - (242), D=800 L=28.50m, i=0.99% R5 RIM:+108.82m SUMP:+106.71m L4 RIM:+110.32m SUMP:+108.25m Pipe - (3), D=800 L=28.50m, i=0.89% 8+200 Pipe - (243), D=800 L=28.49m, i=0.43% Pipe - (244), D=800 L=21.24m, i=0.34% R7 R1 RIM:+108.59m RIM:+108.59m SUMP:+105.89m SUMP:+105.86m 8+100 L1-C7 218+080 R1-C9 L1-C5 L1-C6 218+060 BxH=1500x1500 R1-C7 R1-C8 L1-C4 218+040 R1-C6 R1-C5 R1-C4 R1-C3 R1-C2 Pipe - (4), D=800 L=28.49m, i=1.05% RÃNH BTCT 800xh CONCRETE DITCH 800Xh RÃNH BTCT 800xh CONCRETE DITCH 800Xh L5 RIM:+110.06m SUMP:+107.98m L1-C11 Pipe - (2), D=800 Pipe - (228), D=800 Pipe - (5), D=800 L=22.49m, i=0.13% L=5.24m, i=1.08% L=28 52m, i=2.60% Pipe - (239), D=800 Pipe - (245), D=800 L=12.10m, i=0.21% L=21.93m, i=0.13% 8+080 L6 RIM:+109.74m SUMP:+107.67m 8+220 L7 RIM:+109.43m SUMP:+106.89m 218+020 218+000 L1-C2 L1-C3 L1-C1 Pipe - (499), D=800 L=28.50m, i=0.13% 8+220 8+200 L2 RIM:+109.11m SUMP:+106.75m L1 RIM:+108.87m SUMP:+106.78m R1-C1 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: PAK-P1-EP3-RD-DW-0010 8+840 8+820 L1-C65 L1-C64 L1-C63 R1-C62 218+700 R1-C61 L1-C62 Pipe - (260), D=800 L=28.49m, i=0.80% Pipe - (261), D=800 L=28.51m, i=1.18% R 17 RIM:+112.39m SUMP:+110.32m 8+800 R 18 RIM:+112.04m SUMP:+109.96m 8+780 8+760 218+720 8+800 L1-C61 59 R1-C R1-C60 218+680 L1-C60 218+660 L1-C59 R1-C58 R1-C57 R1-C56 218+640 L1-C57 R1-C55 L1-C56 L1-C58 R 19 RIM:+111.59m SUMP:+109.52m R 20 RIM:+111.13m SUMP:+109.06m 8+740 8+680 R 22 RIM:+110.21m SUMP:+108.14m 8+700 R 21 RIM:+110.67m SUMP:+108.59m Pipe - (262), D=800 L=28.50m, i=1.48% Pipe - (263), D=800 L=28.50m, i=1.54% Pipe - (22), D=800 L=28.49m, i=1.42% Pipe - (23), D=800 L=28.50m, i=1.42% Pipe - (24), D=800 L=28.49m, i=1.42% 8+720 Pipe - (265), D=800 L=28.50m, i=1.53% 8+780 8+760 8+740 218+620 R1-C54 R1-C53 R1-C52 Pipe - (264), D=800 L=28.50m, i=1.54% L 19 RIM:+112.45m SUMP:+110.37m L 20 RIM:+112.02m SUMP:+109.95m L 21 RIM:+111.60m SUMP:+109.52m Pipe - (25), D=800 L=28.50m, i=1.42% L1-C55 L1-C54 L1-C53 218+600 L1-C52 R1-C51 218+580 R1-C50 L 22 RIM:+111.17m SUMP:+109.09m Pipe - (26), D=800 L=28.50m, i=1.42% 8+660 8+640 8+620 8+720 8+700 L1-C51 L1-C50 R1-C49 R1-C48 R1-C47 218+540 218+560 L1-C49 L1-C46 L1-C47 L1-C48 218+520 R1-C46 R1-C44 R1-C45 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 23 RIM:+109.75m SUMP:+107.67m R 24 RIM:+109.32m SUMP:+107.21m L 23 RIM:+110.74m SUMP:+108.67m Pipe - (27), D=800 L=28.50m, i=1.42% Pipe - (266), D=800 L=28.48m, i=1.54% Pipe - (267), D=800 L=28.52m, i=1.53% 8+600 R1-C43 218+500 L1-C45 L1-C44 8+680 8+660 8+640 8+620 8+600 L1-C43 218+480 218+460 L1-C42 L1-C40 L1-C41 R1-C41 L 24 RIM:+110.32m SUMP:+108.24m Pipe - (14), D=800 L=28.50m, i=1.42% RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 25 RIM:+109.02m SUMP:+106.94m R 26 RIM:+108.85m SUMP:+106.74m 8+580 8+520 8+500 R 27 RIM:+108.80m SUMP:+106.70m L 25 RIM:+109.89m SUMP:+107.82m Pipe - (15), D=800 L=28.50m, i=1.42% Pipe - (268), D=800 L=28.47m, i=0.92% Pipe - (269), D=800 L=28.52m, i=0.67% 8+540 L1-C39 218+440 R1-C40 R1-C38 R1-C39 R1-C37 218+420 Pipe - (270), D=800 L=25.58m, i=0.13% L 26 RIM:+109.47m SUMP:+107.39m Pipe - (16), D=800 L=28.50m, i=2.52% R1-C42 8+560 8+580 L 27 RIM:+109.06m SUMP:+106.63m BxH=1500x1500 8+460 8+440 R 28 RIM:+108.87m SUMP:+106.33m 8+480 R 14 RIM:+108.99m SUMP:+106.32m L1-C38 L1-C37 L1-C36 R1-C36 218+400 218+380 R1-C35 R1-C34 Pipe - (252), D=800Pipe - (256), D=800Pipe - (258), D=8 L=28.50m, i=2.86% L=7 00Pipe - (257), D=800 40m, i=0.33% L=10.52m, i=0 13%L=28.50m, i=1.25% RIM:+109.26m SUMP:+107.18m L 28 RIM:+108.79m SUMP:+106.18m Pipe - (13), D=800Pipe - (254), D=800 Pipe - (18), D=800 Pipe - (17), D=800 L=11.14m, i=0.99%L=19.27m, i=0.13% L=7.67m, i=0.13%L=28.49m, i=1.42% L1-C35 L1-C33 L1-C34 L1-C32 Pipe - (11), D=800 L=28.50m, i=1.67% 218+360 L1-C31 Pipe - (10), D=800 L=28.50m, i=1.00% L 14 L 15 RIM:+108.72m RIM:+108.70m SUMP:+106.29m SUMP:+106.17m 8+560 L 13 RIM:+108.88m SUMP:+106.80m RIM:+109.17m SUMP:+107.10m 8+540 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 THOÁT 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: PAK-P1-EP3-RD-DW-0011 9+200 L1-C96 L1-C95 R1-C92 BxH=2x2500x2500 L1-C94 219+080 Pipe - (282), D=800 L=6.48m, i=0.13% R 65 RIM:+107.98m SUMP:+105.24m BxH=2x2500x2500 9+160 9+180 R 37 RIM:+108.62m SUMP:+105.95m 9+140 9+120 R1-C89 R1-C 901 R1-C9 R1-C88 Pipe - (279), D=800 L=23.64m, i=3.00% R 36 RIM:+109.50m SUMP:+107.43m 9+100 L1-C92 L1-C93 L1-C91 219+060 L1-C90 L1-C89 R1-C86 R1-C85 Pipe - (278), D=800 L=28.50m, i=4.92% R 35 RIM:+110.31m SUMP:+108.23m 9+080 R1-C87 219+040 L1-C88 L1-C87 219+020 L1-C86 Pipe - (277), D=800 L=28.52m, i=2.67% R 34 RIM:+111.00m SUMP:+108.92m 9+180 9+160 9+140 9+120 L1-C85 R1-C83 R1-C84 Pipe - (276), D=800 L=28.50m, i=2.31% 9+060 R 33 RIM:+111.58m SUMP:+109.50m 219+000 L1-C84 R1-C82 R1-C81 218+980 L1-C83 218+960 L1-C82 L1-C80 L1-C81 R1-C79 R1-C80 Pipe - (275), D=800 L=28.50m, i=1.92% R 32 RIM:+112.04m SUMP:+109.96m 9+000 9+100 9+080 9+060 218+920 R1-C77 R1-C78 R1-C75 R1-C76 218+900 Pipe - (274), D=800 L=28.50m, i=1.55% 8+980 8+960 R 31 RIM:+112.39m SUMP:+110.32m RÃNH BTCT 800xh 800Xh CONCRETE DITCH RÃNH BTCT 800xh CONCRETE DITCH 800Xh 9+040 R 30 RIM:+112.63m SUMP:+110.56m 218+940 L1-C79 L1-C78 L1-C77 Pipe - (273), D=800 L=28.50m, i=1.18% 9+020 Pipe - (272), D=800 L=28.50m, i=0.80% 8+940 9+040 9+020 9+000 L1-C76 R1-C74 218+860 R1-C73 218+840 R1-C72 R1-C71 8+920 218+880 L1-C75 L1-C74 L1-C73 218+820 R 29 RIM:+112.76m SUMP:+110.69m 8+900 8+880 R 15 RIM:+112.76m SUMP:+110.69m Pipe - (271), D=800 L=28.50m, i=0.43% Pipe - (32), D=800 L=28.51m, i=2.00% Pipe - (31), D=800 L=28.50m, i=2.00% Pipe - (30), D=800 L=28.49m, i=1.67% Pipe - (29), D=800 L=28.29m, i=1.08% Pipe - (232), D=800 L=31.19m, i=0.79% Pipe - (35), D=800 L=28.51m, i=3.33% Pipe - (34), D=800 L=28.49m, i=2.00% Pipe - (33), D=800 L=28.50m, i=2.00% L 37 RIM:+109.69m SUMP:+106.98m L 36 RIM:+110.09m SUMP:+107.98m L 35 RIM:+110.66m SUMP:+108.58m L 34 RIM:+111.26m SUMP:+109.18m L 33 RIM:+111.86m SUMP:+109.78m L 32 RIM:+112.46m SUMP:+110.38m L 31 RIM:+112.96m SUMP:+110.88m L 30 RIM:+113.28m SUMP:+111.20m Pipe - (28), D=800 L=27.05m, i=0.50% L1-C72 R1-C70 RÃNH BTCT 800xh CONCRETE DITCH 800Xh 8+980 8+960 8+940 8+920 L1-C71 L1-C70 218+800 R1-C69 R1-C68 218+780 R1-C67 L 29 RIM:+113.42m SUMP:+111.35m RÃNH BTCT 800xh CONCRETE DITCH 800Xh L1-C69 L1-C68 218+760 R1-C66 R 16 RIM:+112.63m SUMP:+110.56m 8+860 8+820 R 17 RIM:+112.39m SUMP:+110.32m Pipe - (19), D=800 L=28.49m, i=0.59% Pipe - (259), D=800 L=28.50m, i=0.43% 8+840 Pipe - (260), D=800 L=28.49m, i=0.80% R1-C65 218+740 L1-C67 L1-C66 Pipe - (20), D=800 L=28.81m, i=1.19% R1-C63 R1-C64 L1-C65 L1-C64 Pipe - (22), D=800 L=28.49m, i=1.42% L 16 RIM:+113.41m SUMP:+111.34m L 17 RIM:+113.23m SUMP:+111.16m L 18 RIM:+112.87m SUMP:+110.80m RIM:+112.45m SUMP:+110.37m 218+720 8+900 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: PAK-P1-EP3-RD-DW-0012 4/2018 Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC 9+580 R 54 RIM:+111.88m SUMP:+109.07m R 53 RIM:+112.16m SUMP:+110.01m DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 219+460 R1-C120 Pipe - (283), D=800 L=28.52m, i=0.51% R 52 RIM:+112.43m SUMP:+110.36m 9+540 9+520 Pipe - (284), D=800 L=20.39m, i=1.26% 9+500 Pipe - (285), D=800 L=20.01m, i=4.40% R1-C119 R1-C118 219+440 219+420 R1-C117 RÃNH BTCT 800xh CONCRETE DITCH 800Xh REV.NO LẦN L1-C125 L1-C124 L1-C123 L1-C122 L1-C121 R1-C114 R1-C115 R1-C116 9+480 9+460 R 55 RIM:+111.51m SUMP:+109.03m Pipe - (44), D=800 L=28.50m, i=0.97% RÃNH BTCT 800xh CONCRETE DITCH 800Xh 219+400 L1-C120 L1-C119 L1-C118 R1-C113 219+380 L1-C117 Pipe - (286), D=800 L=28.50m, i=0.13% R 56 RIM:+111.13m SUMP:+108.99m 9+560 9+540 9+520 9+500 9+480 R1-C112 R1-C111 Pipe - (287), D=800 L=28.51m, i=0.13% 9+440 Pipe - (45), D=800 L=28.50m, i=0.98% Pipe - (46), D=800 L=28.50m, i=1.00% 219+360 L1-C115 L1-C116 219+340 R1-C110 9+420 9+400 APPROVED BY DUYỆT 4/2018 R1-C109 R 57 RIM:+110.75m SUMP:+108.67m CHECKED BY KIỂM TRA CHỮ KÝ DATE NGÀY L1-C114 L1-C113 219+320 R1-C108 R1-C107 9+380 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=1.05% R 58 RIM:+110.37m SUMP:+108.29m R 59 RIM:+109.99m SUMP:+107.91m R 60 RIM:+109.61m SUMP:+107.54m L1-C112 219+300 L1-C111 L1-C110 219+280 219+260 R1-C103 R1-C104 R1-C105 R1-C106 Pipe - (289), D=800 L=28.50m, i=1.26% Pipe - (290), D=800 L=28.49m, i=1.27% 9+460 9+440 9+420 9+400 9+380 L1-C109 L1-C108 CONCRETE DITCH 800Xh Pipe - (47), D=800 L=28.50m, i=1.25% Pipe - (48), D=800 L=28.50m, i=1.56% L 53 RIM:+113.74m SUMP:+111.67m L 54 RIM:+113.45m SUMP:+111.37m L 55 RIM:+113.16m SUMP:+111.08m L 56 RIM:+112.86m SUMP:+110.78m L 57 RIM:+112.48m SUMP:+110.41m L 58 RIM:+112.02m SUMP:+109.92m Pipe - (49), D=800 L=33.08m, i=2.43% RÃNH BTCT 800xh Pipe - (291), D=800 L=28.52m, i=1.26% 9+320 9+300 L 59 RIM:+111.44m SUMP:+109.08m Pipe - (37), D=800 L=28.49m, i=0.73% 219+240 L1-C106 L1-C107 219+220 R1-C102 R1-C100 R1-C101 R1-C99 9+360 9+340 9+320 219+200 L1-C105 L1-C103 L1-C104 R1-C98 R1-C97 219+180 R 61 RIM:+109.23m SUMP:+107.16m R 62 RIM:+108.86m SUMP:+106.78m L 60 RIM:+110.93m SUMP:+108.86m Pipe - (38), D=800 L=28.51m, i=1.68% Pipe - (292), D=800 L=28.51m, i=1.26% Pipe - (293), D=800 L=28.49m, i=1.26% 9+260 9+220 9+240 R 63 RIM:+108.48m SUMP:+106.40m L 61 RIM:+110.43m SUMP:+108.35m Pipe - (39), D=800 L=28.50m, i=1.67% L1-C102 219+160 Pipe - (294), D=800 L=28.49m, i=1.26% R 64 RIM:+108.10m SUMP:+105.53m 9+200 9+180 R 65 RIM:+107.98m SUMP:+105.24m R1-C96 219+140 R1-C95 219+120 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (282), D=800Pipe - (296), D=800 Pipe - (295), D=80 L=6.48m, i=0.13%L=15.08m, i=1.80% L=28.51m, i=2.89% L 62 RIM:+109.94m SUMP:+107.85m Pipe - (40), D=800 L=28.50m, i=2.05% L1-C101 L1-C100 L1-C99 Pipe - (41), D=800 L=28.49m, i=1.25% R1-C94 R1-C93 R1-C92 219+100 L1-C98 L1-C97 L1-C96 BxH=2x2500x2500 L1-C95 Pipe - (42), D=800 L=27.42m, i=0.13% L 63 RIM:+109.60m SUMP:+107.24m 9+280 L 64 RIM:+109.44m SUMP:+106.86m 9+300 9+280 9+260 9+240 9+220 BxH =2x 500 x25 00 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: PAK-P1-EP3-RD-DW-0013 4/2018 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THOÁT NƯỚC 9+940 9+920 DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL R1-C150 R1-C148 R1-C149 219+820 RÃNH BTCT 800xh CONCRETE DITCH 800Xh RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 40 RIM:+116.71m SUMP:+114.64m RIM:+116.95m SUMP:+114.87m 9+900 9+880 REV.NO LẦN L1-C154 L1-C153 219+800 L1-C152 L1-C151 L1-C150 219+780 9+860 9+840 Pipe - (52), D=800 L=28.50m, i=0.97% Pipe - (301), D=800 L=28.50m, i=0.79% Pipe - (302), D=800 L=28.49m, i=1.09% R 41 RIM:+116.38m SUMP:+114.31m R 42 RIM:+116.01m SUMP:+113.93m L 41 RIM:+117.20m SUMP:+115.12m Pipe - (53), D=800 L=28.50m, i=0.97% R1-C147 R1-C146 R1-C145 R1-C142 R1-C143 R1-C144 219+760 219+740 L1-C149 L1-C148 L1-C147 9+900 9+880 9+860 9+840 L1-C146 219+720 R1-C141 R1-C140 L 42 RIM:+116.90m SUMP:+114.83m Pipe - (54), D=800 L=28.50m, i=0.98% Pipe - (303), D=800 L=28.50m, i=1.26% 9+820 Msc.LIEN NGUYEN VAN L 43 RIM:+116.61m SUMP:+114.53m Pipe - (235), D=800 L=14.40m, i=0.96% Pipe - (304), D=800 L=28.49m, i=1.26% 9+800 Msc.TAI LAM DUY 9+780 9+760 APPROVED BY DUYỆT 4/2018 L1-C145 L1-C144 R1-C139 R1-C138 219+700 219+680 R1-C137 R1-C136 R1-C134 R1-C135 CHECKED BY KIỂM TRA 4/2018 Pipe - (55), D=800 L=28.50m, i=0.98% L 44 RIM:+116.46m SUMP:+114.38m R 43 RIM:+115.63m SUMP:+113.55m R 44 RIM:+115.25m SUMP:+113.17m CHỮ KÝ DATE NGÀY 9+820 L1-C143 L1-C142 L1-C141 219+660 Pipe - (305), D=800 L=28.51m, i=1.26% Pipe - (306), D=800 L=28.49m, i=1.26% 9+740 9+720 9+700 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 L 45 RIM:+116.16m SUMP:+114.09m Pipe - (56), D=800 L=28.50m, i=0.97% R 45 RIM:+114.87m SUMP:+112.80m R 46 RIM:+114.50m SUMP:+112.33m R 47 RIM:+114.20m SUMP:+111.51m 9+800 9+780 9+760 R1-C133 R1-C132 R1-C131 Pipe - (307), D=800 L=28.51m, i=1.26% Pipe - (308), D=800 L=22.00m, i=3.47% Pipe - (57), D=800 L=28.49m, i=0.98% 219+640 L1-C140 L1-C139 L1-C138 L1-C137 219+620 L1-C136 R1-C130 RÃNH BTCT 800xh CONCRETE DITCH 800Xh 9+680 9+660 9+640 R1-C129 R1-C128 Pipe - (309), D=800 L=28.50m, i=0.13% R 48 RIM:+113.82m SUMP:+111.47m R 49 RIM:+113.44m SUMP:+111.37m 219+600 L1-C135 219+580 L1-C134 R1-C127 R1-C126 9+720 9+700 9+680 219+560 L1-C133 L1-C131 L1-C132 219+540 L1-C130 R1-C125 R 50 RIM:+113.07m SUMP:+110.54m 9+620 9+580 Pipe - (310), D=800 L=28.50m, i=0.34% Pipe - (311), D=800 L=28.49m, i=2.78% 9+600 R1-C121 R1-C122 R1-C123 R1-C124 Pipe - (312), D=800 L=18.97m, i=0.13% R 51 RIM:+112.81m SUMP:+110.51m 9+560 219+520 L1-C129 219+500 L1-C128 L1-C127 L1-C126 219+480 L1-C125 9+540 R 52 RIM:+112.43m SUMP:+110.36m 9+660 9+640 9+620 9+600 9+580 219+460 R1-C120 R1-C119 Pipe - (283), D=800 L=28.52m, i=0.51% RÃNH BTCT 800xh CONCRETE DITCH 800Xh L 46 RIM:+115.87m SUMP:+113.80m L 47 RIM:+115.58m SUMP:+113.50m Pipe - (58), D=800 L=28.50m, i=0.97% Pipe - (59), D=800 L=28.51m, i=0.97% Pipe - (60), D=800 L=28.50m, i=0.98% Pipe - (61), D=800 L=28.49m, i=0.97% Pipe - (62), D=800 L=31.77m, i=0.98% Pipe - (62) (1), D=800 L=33.99m, i=0.97% L 48 RIM:+115.29m SUMP:+113.21m L 49 RIM:+114.99m SUMP:+112.92m L 50 RIM:+114.70m SUMP:+112.63m L 51 RIM:+114.41m SUMP:+112.34m L 52 RIM:+114.09m SUMP:+112.01m L 53 RIM:+113.74m SUMP:+111.67m 9+740 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: PAK-P1-EP3-RD-DW-0014 10+320 10+300 10+280 BxH=2000x2000 10+260 L1-C185 R1-C179 R1-C178 Pipe - (344), D=800 L=21.41m, i=0.13% R 75 RIM:+117.09m SUMP:+114.32m Pipe - (343), D=800 L=28.51m, i=2.14% 10+280 10+260 10+240 R 97 RIM:+117.09m SUMP:+114.33m BxH=2000x2000 10+220 L1-C184 220+180 R1-C177 R1-C174 175 R1-C176 Pipe - (322), D=800 L=16.43m, i=0.13% R 74 RIM:+117.10m SUMP:+114.99m L1-C1823 L1-C181 220+160 L1-C180 BxH=2000x2000 L1-C179 R1-C173 Pipe - (321), D=800 L=28.50m, i=2.25% 10+200 R 73 RIM:+117.11m SUMP:+115.03m 220+140 220+120 R1-C172 RÃNH BTCT 800xh CONCRETE DITCH 800Xh 10+180 10+160 R 68 RIM:+117.11m SUMP:+115.04m L 77 RIM:+117.66m SUMP:+115.15m 00Pipe - (503), D=800 Pipe - (70), D=800Pipe - (82), D=800 Pipe - (504), D=8 L=28.51m, i=1.73% 9% i=0.1 , L=28.50m, i=1.73%L=8.51m, i=0.13% L=8.91m L1-C177 L1-C178 L1-C176 R1-C171 R1-C170 220+100 220+080 R1-C169 10+240 RÃNH BTCT 800xh CONCRETE DITCH 800Xh L1-C175 L1-C174 R1-C168 Pipe - (69), D=800 L=28.50m, i=0.20% Pipe - (320), D=800 L=28.50m, i=0.13% 10+140 10+120 10+220 10+200 10+180 220+060 R1-C167 L1-C173 L1-C172 L1-C171 Pipe - (315), D=800 L=28.50m, i=0.13% L 72 RIM:+117.63m SUMP:+115.06m L 71 RIM:+117.66m SUMP:+115.58m L 70 RIM:+117.72m SUMP:+115.64m Pipe - (68), D=800 L=28.50m, i=0.20% R 69 RIM:+117.12m SUMP:+115.00m 10+100 10+080 R 70 RIM:+117.13m SUMP:+114.96m 220+040 L1-C170 Pipe - (316), D=800 L=28.50m, i=0.13% R 71 RIM:+117.13m SUMP:+114.92m 10+060 220+020 R1-C165 220+000 R1-C164 Pipe - (317), D=800 L=28.49m, i=0.13% L 69 RIM:+117.78m SUMP:+115.70m Pipe - (67), D=800 L=28.50m, i=0.21% L1-C169 L1-C168 L1-C167 219+980 R1-C163 10+160 Pipe - (66), D=800 L=28.50m, i=0.19% R1-C166 10+120 10+140 L 68 RIM:+117.84m SUMP:+115.77m RÃNH BTCT 800xh CONCRETE DITCH 800Xh L1-C166 R1-C162 R1-C161 219+960 R1-C160 10+040 10+020 Pipe - (65), D=800 L=28.49m, i=0.17% L1-C165 L1-C164 219+940 R1-C159 BxH=1500x1500 L 67 RIM:+117.90m SUMP:+115.82m BxH=1500x1500 10+000 9+980 9+960 10+100 10+080 10+060 10+040 L1-C162 L1-C161 L1-C163 R1-C157 219+920 R1-C158 L1-C160 219+900 R1-C156 L1-C158 L1-C159 219+880 L1-C157 219+860 9+940 R 39 RIM:+116.95m SUMP:+114.87m Pipe - (318), D=800 L=28.51m, i=1.60% R 72 RIM:+117.14m SUMP:+114.44m R 67 RIM:+117.15m SUMP:+114.43m R 66 RIM:+117.14m SUMP:+115.07m R 38 RIM:+117.09m SUMP:+115.02m L 66 RIM:+117.96m SUMP:+115.88m Pipe - (64), D=800 L=28.51m, i=0.13% Pipe - (313), D=800 Pipe - (314), D=800 Pipe - (319), D=800 L=28.49m, i=2.14% L=12.60m, i=0.13% L=17.43m, i=0.13% Pipe - (300), D=800 L=28.50m, i=0.49% 9+920 L 65 RIM:+117.99m SUMP:+115.91m Pipe - (50), D=800 L=28.48m, i=0.56% R1-C153 R1-C151 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R1-C152 L1-C156 219+840 L1-C155 RÃNH BTCT 800xh CONCRETE DITCH 800Xh 219+820 L1-C154 10+020 Pipe - (51), D=800 L=28.50m, i=0.85% Pipe - (52), D=800 L=28.50m, i=0.97% L 38 RIM:+117.91m SUMP:+115.83m L 39 RIM:+117.74m SUMP:+115.67m R1-C154 R1-C155 9+980 9+960 L 40 RIM:+117.49m SUMP:+115.41m RIM:+117.20m SUMP:+115.12m R1-C150 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 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: PAK-P1-EP3-RD-DW-0015 Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 10+680 10+660 DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL L1-C216 R1-C207 R 85 RIM:+123.89m SUMP:+121.81m 10+640 10+620 10+600 REV.NO LẦN 220+560 L1-C215 220+540 L1-C213 L1-C214 R1-C205 R1-C206 Pipe - (331), D=800 L=28.50m, i=2.75% R 86 RIM:+123.06m SUMP:+120.98m 10+580 10+560 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THOÁT NƯỚC RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (332), D=800 L=28.50m, i=2.76% R 87 RIM:+122.23m SUMP:+120.16m R 88 RIM:+121.40m SUMP:+119.32m Pipe - (101), D=800 L=28.51m, i=2.23% 220+520 R1-C204 220+500 R1-C203 Pipe - (333), D=800 L=28.50m, i=2.76% L 88 RIM:+124.03m SUMP:+121.95m Pipe - (102), D=800 L=28.50m, i=2.22% L1-C212 L1-C211 L1-C210 220+480 L1-C209 R1-C202 L1-C208 220+460 R1-C201 L 89 RIM:+123.36m SUMP:+121.29m Pipe - (103), D=800 L=28.50m, i=2.22% Pipe - (334), D=800 L=28.51m, i=2.77% 10+540 10+640 10+620 L 90 RIM:+122.69m SUMP:+120.62m Pipe - (104), D=800 L=28.50m, i=2.23% L1-C207 L1-C206 10+600 10+580 10+560 APPROVED BY DUYỆT 10+520 10+500 CHECKED BY KIỂM TRA 4/2018 R1-C199 R1-C20220+440 L1-C204 L1-C205 220+420 R 89 RIM:+120.57m SUMP:+118.50m 10+480 10+460 10+440 PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC 4/2018 Pipe - (335), D=800 L=28.50m, i=2.76% Pipe L=28.50m, i=2.76% CHỮ KÝ DATE NGÀY RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 90 RIM:+119.74m SUMP:+117.67m R 91 RIM:+118.92m SUMP:+116.84m L 91 RIM:+122.03m SUMP:+119.95m Pipe - (105), D=800 L=28.50m, i=2.21% R1-C198 R1-C197 220+400 R1-C196 L1-C203 L1-C202 L1-C201 R1-C195 R1-C194 10+540 10+520 10+500 L1-C200 220+360 L1-C198 L1-C199 R1-C193 220+380 10+460 R1-C192 220+320 R1-C191 220+340 L1-C197 L1-C196 10+400 10+380 RÃNH BTCT 800xh CONCRETE DITCH 800Xh- (336), D=800 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 L 92 RIM:+121.36m SUMP:+119.29m Pipe - (106), D=800 L=28.51m, i=2.22% Pipe - (337), D=800 L=28.50m, i=2.76% R 92 RIM:+118.19m SUMP:+116.06m R 93 RIM:+117.65m SUMP:+115.57m L 93 RIM:+120.70m SUMP:+118.62m Pipe - (107), D=800 L=28.50m, i=3.85% Pipe - (338), D=800 L=28.50m, i=2.60% 10+420 Pipe - (340), D=800 L=28.50m, i=1.37% 10+360 10+340 R1-C190 R1-C189 220+300 L1-C193 L1-C194 L1-C195 L1-C192 R1-C188 220+280 Pipe - (339), D=800 L=28.50m, i=1.64% R 94 RIM:+117.28m SUMP:+115.16m R 95 RIM:+117.10m SUMP:+115.02m R 96 RIM:+117.08m SUMP:+114.97m 10+440 10+420 10+400 L1-C191 R1-C187 R1-C186 220+240 R1-C185 R1-C183 220+260 L1-C189 L1-C190 L1-C187 L1-C188 R1-C182 R1-C181 R1-C184 Pipe - (341), D=800 L=28.48m, i=0.47% Pipe - (342), D=800 L=28.53m, i=0.15% 10+300 10+280 RIM:+117.09m SUMP:+114.33m 220+220 L1-C186 R1-C180 220+200 L1-C185 R1-C179 R1-C178 Pipe - (343), D=800 L=28.51m, i=2.14% RÃNH BTCT 800xh CONCRETE DITCH 800Xh L 94 RIM:+120.04m SUMP:+117.47m Pipe - (108), D=800 L=28.49m, i=4.74% Pipe - (109), D=800 L=30.46m, i=1.69% Pipe - (500), D=800 L=28.50m, i=1.46% Pipe - (501), D=800 L=28.50m, i=0.82% Pipe - (502), D=800 L=28.47m, i=0.79% Pipe - (503), D=800 L=28.51m, i=1.73% 10+380 10+360 L 76 RIM:+117.77m SUMP:+115.67m 10+320 10+320 10+340 L 75 RIM:+117.98m SUMP:+115.90m L 95 RIM:+119.42m SUMP:+116.05m L 73 RIM:+118.66m SUMP:+116.59m L 74 RIM:+118.28m SUMP:+116.15m 10+480 BxH=2000x2000 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: PAK-P1-EP3-RD-DW-0016 DATE NGÀY 4/2018 APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 11+040 11+020 11+000 R Ã NH B T C T C O N C R E T E DI T C H Pipe - (348), D=80 L=28.50m, i=1.42 % DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL R 101 RIM:+128.82m SUMP:+126.75m 11+000 10+980 10+960 R 100 RIM:+129.25m SUMP:+127.17m REV.NO LẦN L1-C247 L1-C246 R1-C240 Pipe - (347), D=800 L=28.50m, i=1.42% RÃNH BTCT 800xh CONCRETE DITCH 800Xh 220+920 L1-C245 R1-C239 220+900 L1-C244 R1-C238 220+880 L1-C243 R 99 RIM:+129.58m SUMP:+127.50m 10+940 10+920 R1-C237 Pipe - (346), D=800 L=28.48m, i=1.09% R 98 RIM:+129.72m SUMP:+127.64m DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC L1-C242 L1-C241 220+860 R1-C236 R1-C235 L1-C240 L1-C239 R1-C233 R1-C234 220+840 L1-C237 L1-C238 L1-C236 220+820 R1-C231 232 R1-C 10+900 10+880 10+980 10+960 10+940 L1-C235 R1-C230 220+800 L1-C234 CHECKED BY KIỂM TRA 4/2018 R 76 RIM:+129.72m SUMP:+127.64m R 77 RIM:+129.56m SUMP:+127.48m CHỮ KÝ Pipe - (345), D=800 L=28.51m, i=0.48% Pipe - (323), D=800 L=28.50m, i=0.53% 10+860 10+840 10+820 PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC R1-C229 220+780 Pipe - (324), D=800 L=28.51m, i=1.11% R1-C228 R1-C227 220+760 L1-C233 L1-C232 L1-C231 R1-C226 R1-C225 220+740 R1-C223 R1-C224 L1-C230 L1-C229 10+920 10+900 10+880 10+860 10+840 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 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 78 RIM:+129.22m SUMP:+127.15m R 79 RIM:+128.71m SUMP:+126.63m 10+800 10+780 220+720 R1-C221 R1-C222 L1-C227 R1-C220 220+700 R1-C219 L1-C228 Pipe - (325), D=800 L=28.49m, i=1.72% Pipe - (326), D=800 L=28.50m, i=2.31% R 80 RIM:+128.02m SUMP:+125.94m 10+760 10+740 L1-C226 L1-C225 R1-C218 R1-C217 220+680 L1-C224 220+660 220+640 R1-C215 R1-C214 R1-C216 R 81 RIM:+127.19m SUMP:+125.12m R 82 RIM:+126.37m SUMP:+124.29m 10+720 10+820 10+800 10+780 10+760 L1-C223 Pipe - (327), D=800 L=28.50m, i=2.74% Pipe - (328), D=800 L=28.51m, i=2.76% RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (116), D=800 L=28.51m, i=0.95% Pipe - (115), D=800 L=28.49m, i=0.54% Pipe - (92), D=800 L=28.49m, i=0.55% L 98 RIM:+129.27m SUMP:+127.20m L 97 RIM:+129.56m SUMP:+127.48m L 96 RIM:+129.72m SUMP:+127.64m L 78 RIM:+129.71m SUMP:+127.64m L 79 RIM:+129.55m SUMP:+127.47m Pipe - (93), D=800 L=28.51m, i=1.15% Pipe - (94), D=800 L=28.47m, i=1.75% Pipe - (95), D=800 L=28.52m, i=2.19% Pipe - (96), D=800 L=28.50m, i=2.22% L 80 RIM:+129.21m SUMP:+127.13m L 81 RIM:+128.68m SUMP:+126.60m L 82 RIM:+128.02m SUMP:+125.95m L 83 RIM:+127.36m SUMP:+125.28m Pipe - (97), D=800 L=28.50m, i=2.21% Pipe - (98), D=800 L=28.50m, i=2.22% L1-C222 220+620 L1-C221 R 83 RIM:+125.54m SUMP:+123.46m 10+680 10+660 R1-C213 Pipe - (329), D=800 L=28.50m, i=2.75% R 84 RIM:+124.71m SUMP:+122.64m 10+640 R1-C212 L1-C219 L1-C220 R1-C210 R1-C211220+600 Pipe - (330), D=800 L=28.50m, i=2.76% L 84 RIM:+126.69m SUMP:+124.62m L 85 RIM:+126.03m SUMP:+123.95m Pipe - (99), D=800 L=28.50m, i=2.22% L1-C218 R1-C209 220+580 R1-C208 L1-C216 Pipe - (100), D=800 L=28.49m, i=2.22% L1-C217 220+560 R1-C207 Pipe - (331), D=800 L=28.50m, i=2.75% L 86 RIM:+125.36m SUMP:+123.29m 10+700 Pipe - (101), D=800 L=28.51m, i=2.23% SUMP:+121.81m 10+740 L 87 RIM:+124.70m SUMP:+122.62m RIM:+124.03m SUMP:+121.95m RÃNH BTCT 800xh CONCRETE DITCH 800Xh 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: PAK-P1-EP3-RD-DW-0017 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 4/2018 Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 11+42 11+40 275 L1-C 221+28 R1-C26 R1-C268 221+3 00 74 L1-C2 221+26 REV.NO LẦN DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 11+360 R 109 RIM:+127.83m SUMP:+125.75m 11+340 11+320 Pipe - (35 L=28.58m ), D=800 , i=0.34% R 108 RIM:+127.93m SUMP:+125.85m 11+380 73 L1-C2 L1-C2 221+240 R1-C267 R1-C266 Pipe - (354 ), L=28.50m, D=800 i=0.48% Pipe L=28.5 (131), D= 0m, i= 800 0.13% L1-C 276 L1-C 277 L1-C27 L1-C27 221+220 R1-C265 L 110 RIM:+128.28m SUMP:+125.88m Pipe L=28.5 (130), D=80 0m, i= 0.13% R 110 RIM:+127.68m SUMP:+125.61m 11+300 11+280 R 111 RIM:+127.54m SUMP:+125.46m DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THOÁT NƯỚC 11+380 11+360 11+340 Pipe - (355), D= L=28.50m, i=0 800 48% R 112 RIM:+127.39m SUMP:+125.32m L 109 RIM:+128.30m SUMP:+125.92m Pipe - (1 L=28.50 29), D=800 m, i=0.1 3% L1-C269 R1-C264 R1-C263 R1-C262 221+200 221+180 Pipe - (356), D=80 L=28.50m, i=0.49% 11+260 L 108 RIM:+128.30m SUMP:+125.96m Pipe - (12 L=28.50m ), D=800 , i=0.13% L1-C267 L1-C268 L1-C266 R1-C261 R1-C260 APPROVED BY DUYỆT 11+240 11+220 CHECKED BY KIỂM TRA 4/2018 11+320 11+300 221+160 R1-C258 R1-C259 Pipe - (357), D=800 L=28.51m, i=2.00% R 113 RIM:+127.25m SUMP:+124.71m CHỮ KÝ DATE NGÀY L1-C265 L1-C264 L1-C263 221+140 R1-C255 R1-C256 R1-C257 R Ã NH B T C T 80 x h C O N C R E T E DI T C H 800 Xh BxH=1500x1500 11+200 11+180 11+160 11+280 11+260 L1-C262 L1-C261 L1-C260 R1-C254 R1-C253 R1-C251 R1-C252 R1-C250 11+140 11+120 R 105 RIM:+127.10m SUMP:+124.62m L 107 RIM:+128.30m SUMP:+126.00m Pipe - (127), D=8 L=28.52m, i= 00 0.13% R Ã NH B T C T 80 x h C O N C R E T E DI T C H 0 Xh Pipe - (358), D=800 L=18.71m, i=0.47% R 106 RIM:+127.05m SUMP:+124.85m L 106 RIM:+128.30m SUMP:+126.04m Pipe - (126), D=800 L=28.52m, i=0.13% 221+120 L1-C258 L1-C259 221+100 L1-C257 L1-C256 221+060 L1-C255 221+040 BxH=1500x150 R1-C248 R1-C249 R 107 RIM:+127.05m SUMP:+124.31m R 104 RIM:+127.55m SUMP:+124.67m 11+240 11+220 11+180 11+160 L1-C254 R1-C247 221+080 Pipe - (360), D=800 Pipe - (359), D=800 L=26.03m, i=1.99% L=10.51m, i=1.45% BxH=1500x1500 11+060 11+040 11+020 221+020 R 103 RIM:+127.97m SUMP:+125.51m R 102 RIM:+128.40m SUMP:+126.32m R 101 RIM:+128.82m SUMP:+126.75m R1-C246 221+000 220+980 D=800 Pipe - (349), 72% L=28.51m, i= Pipe - (361), D=800 L=30.02m, i=0.13% Pipe - (351), D=800 L=26.51m, i=1.31% 11+100 Pipe - (348 1.42% i= L=28.50m, 800 Pipe - (350), D= % L=28.50m, i=2.80 11+080 0xh TCT 80 R Ã NH B I T C H 0 X h D ETE C O NC R ), D=800 11+000 R1-C244 220+960 R1-C243 R1-C2421 220+940 L1-C2 47 48 L1-C2 49 L1-C2 800xh 0Xh BTCT 80 RÃNH TE DITCH E R C N O C R1-C24 220+920 L1-C25 L1-C25 L1-C2 50 D=800 (117), Pipe - 1m, i=0.96% L=28.5 L1-C253 800 18), D= Pipe - (1 m, i=0.98% L=28.5 L 105 RIM:+128.30m SUMP:+126.08m Pipe - (125), D=800 L=28.50m, i=0.13% Pipe - (124), D=800 L=28.50m, i=0.13% Pipe - (123), D=800 L=28.48m, i=0.28% D=800 Pipe - (120), 42% i= , 6m L=26 9), D=80 Pipe - (11 , i=1.96% m L=28.49 R1-C245 L 98 RIM:+129.27m SUMP:+127.20m 11+140 11+120 11+100 11+08 11+06 L 99 RIM:+128.98m SUMP:+126.91m L 104 RIM:+128.30m SUMP:+126.12m L 103 RIM:+128.30m SUMP:+126.16m L 102 RIM:+128.32m SUMP:+126.24m L 101 RIM:+128.48m SUMP:+126.03m L 100 RIM:+128.70m SUMP:+126.61m 11+200 BxH=1500x150 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: PAK-P1-EP3-RD-DW-0018 4/2018 4/2018 11+800 11+720 11+700 11+680 DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL R1-C299 Pipe - (373), D=800 L=28.49m, i=2.97% R 124 RIM:+123.78m SUMP:+121.71m R 123 RIM:+124.23m SUMP:+122.16m REV.NO LẦN L1-C305 221+660 L1-C304 L1-C303 R1-C298 R1-C296 R1-C297 221+620 221+640 L1-C302 L1-C301 L1-C300 R1-C294 R1-C295 R1-C292 R1-C293 221+580 11+780 11+760 11+740 L1-C299 L1-C297 L1-C298 R1-C291 221+560 L1-C296 R1-C290 L1-C295 R1-C289 R1-C288 221+600 Pipe - (372), D=800 L=28.51m, i=1.50% Pipe - (371), D=800 L=28.49m, i=1.49% R 122 RIM:+124.68m SUMP:+122.60m DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC 0xh RÃNH BTCT 80 800Xh TCH CONCRETE DI RÃNH BTCT 800xh h CONCRETE DITCH 800X 11+660 Msc.LIEN NGUYEN VAN R 121 RIM:+125.14m SUMP:+123.06m 11+620 Msc.TAI LAM DUY 11+600 11+580 APPROVED BY DUYỆT 11+720 11+700 11+680 Pipe - (370), D=800 L=28.53m, i=1.52% R 120 RIM:+125.59m SUMP:+123.51m CHECKED BY KIỂM TRA 4/2018 Pipe - (369), D=800 L=28.48m, i=1.51% 11+640 R 119 RIM:+126.04m SUMP:+123.97m 221+540 L1-C294 Pipe - (368), D=800 L=28.51m, i=1.51% CHỮ KÝ DATE NGÀY R1-C287 221+520 L1-C293 R1-C286 221+500 L1-C292 R1-C285 RÃNH BTCT 800xh CONCRETE DITCH 800Xh 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 PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC 11+660 11+640 11+620 L1-C291 221+480 R1-C284 L1-C290 Pipe - (367), D=800 L=28.50m, i=1.51% R 118 RIM:+126.49m SUMP:+124.42m 11+520 11+500 R 117 RIM:+126.95m SUMP:+124.87m R1-C283 L1-C289 R1-C281 R1-C282 221+460 R1-C280 221+440 Pipe - (366), D=800 L=28.51m, i=1.51% RÃNH BTCT 800xh CONCRETE DITCH 800Xh ), D=800 Pipe - (143 1.39% i= , L=30.15m 800 Pipe - (142), D=50% L=28.52m, i=1 Pipe - (141), D=80 % L=28.48m, i=1.63 Pipe - (140), D=800 L=28.51m, i=1.67% Pipe - (139), D=800 L=28.49m, i=1.68% Pipe - (138), D=800 L=28.57m, i=1.67% L 122 RIM:+123.67m SUMP:+121.08m L 121 RIM:+123.92m SUMP:+121.78m L 120 RIM:+124.35m SUMP:+122.27m L 119 RIM:+124.85m SUMP:+122.77m L 118 RIM:+125.35m SUMP:+123.28m L 117 RIM:+125.86m SUMP:+123.78m Pipe - (137), D=800 L=28.50m, i=1.68% L1-C288 L1-C287 Pipe - (365), D=800 L=28.50m, i=1.44% 11+480 L 116 RIM:+126.36m SUMP:+124.28m Pipe - (136), D=800 L=28.45m, i=1.66% R1-C279 L1-C286 221+420 R1-C278 R1-C277 L1-C285 Pipe - (135), D=800 L=28.52m, i=1.55% 221+400 L1-C284 R1-C276 L 115 RIM:+126.86m SUMP:+124.78m R 116 RIM:+127.38m SUMP:+125.30m 11+460 R 115 RIM:+127.69m SUMP:+125.62m 11+600 11+580 11+560 11+540 11+520 Pipe - (364), D=800 L=28.47m, i=1.04% 11+440 11+420 11+400 L1-C283 221+380 L1-C282 R1-C274 221+360 R1-C273 221+340 R 114 RIM:+127.88m SUMP:+125.80m L 114 RIM:+127.32m SUMP:+125.25m Pipe - (134), D=800 L=28.49m, i=1.24% Pipe - (363), D=800 L=28.28m, i=0.63% R 108 RIM:+127.93m SUMP:+125.85m 11+380 R1-C272 R1-C270 R1-C271 221+300 221+320 L1-C281 L1-C280 L1-C279 RÃNH BTCT 800xh CONCRETE DITCH 800Xh 800 Pipe - (353), D= 4% L=28.58m, i=0.3 11+360 L 113 RIM:+127.70m SUMP:+125.62m Pipe - (133), D=800 L=28.51m, i=0.62% R Ã NH B T C T 00 x h 800 Xh C ONCR E T E DI T CH RIM:+127.83m SUMP:+125.75m 11+500 Pipe - (132), D=800 L=28.50m, i=0.13% L1-C278 L1-C276 L1-C277 Pipe - (131), D=800 L=28.50m, i=0.13% L 112 RIM:+127.98m SUMP:+125.81m R1-C275 L 111 RIM:+128.17m SUMP:+125.84m RIM:+128.28m SUMP:+125.88m R1-C269 11+480 11+460 11+440 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: PAK-P1-EP3-RD-DW-0019 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 4/2018 Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 12+520 222+400 L2-C33 R2-C35 R2-C34 222+380 R2-C33 L2-C31 L2-C32 12+460 R 129 RIM:+136.55m SUMP:+134.47m 12+440 12+420 12+400 REV.NO LẦN R2-C32 222+360 R2-C30 R2-C29 R2-C31 L2-C30 L2-C29 L2-C28 222+340 R2-C28 R2-C27222+320 L2-C27 L2-C26 R2-C26 222+300 12+380 Pipe - (170), D=800 L=28.51m, i=0.20% Pipe - (397), D=800 L=28.51m, i=1.07% R 130 RIM:+136.05m SUMP:+133.97m R 131 RIM:+135.41m SUMP:+133.33m L 146 RIM:+137.34m SUMP:+135.26m RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (398), D=800 L=28.51m, i=1.66% Pipe - (399), D=800 L=28.49m, i=2.14% DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC L 124 RIM:+137.23m SUMP:+135.15m Pipe - (145), D=800 L=28.49m, i=1.41% RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 132 RIM:+134.76m SUMP:+132.68m 12+500 12+480 12+460 12+440 L 125 RIM:+136.81m SUMP:+134.73m Pipe - (146), D=800 L=28.50m, i=2.18% L2-C25 R2-C25 L2-C24 R2-C24 Pipe - (400), D=800 L=28.50m, i=2.16% 12+360 222+280 R2-C23 R2-C22 12+340 12+320 APPROVED BY DUYỆT L2-C23 L2-C22 222+260 R2-C21 R2-C20 222+240 R2-C19 12+300 R 133 RIM:+134.11m SUMP:+132.03m CHECKED BY KIỂM TRA 4/2018 12+420 12+400 12+380 L2-C21 L2-C20 L2-C19 R2-C18 R 134 RIM:+133.46m SUMP:+131.38m L 126 RIM:+136.15m SUMP:+134.08m Pipe - (147), D=800 L=28.50m, i=2.25% Pipe - (401), D=800 L=28.50m, i=2.17% Pipe - (402), D=800 L=28.50m, i=2.16% CHỮ KÝ DATE NGÀY L 127 RIM:+135.48m SUMP:+133.40m Pipe - (148), D=800 L=28.50m, i=2.25% 222+220 L2-C18 R2-C17 222+200 12+280 12+260 12+240 R2-C16 R2-C14 R2-C15 R 135 RIM:+132.81m SUMP:+130.73m R 136 RIM:+132.16m SUMP:+130.09m L 128 RIM:+134.80m SUMP:+132.73m Pipe - (149), D=800 L=28.51m, i=2.25% Pipe - (403), D=800 L=28.50m, i=2.17% Pipe - (404), D=800 L=28.50m, i=2.16% 12+360 12+340 12+320 L2-C17 L2-C15 L2-C16 222+180 R2-C13 RÃNH BTCT 800xh CONCRETE DITCH 800Xh L 129 RIM:+134.13m SUMP:+132.05m Pipe - (150), D=800 L=28.49m, i=2.25% 222+160 L2-C14 L2-C13 R2-C12 12+220 12+200 12+180 L2-C12 R 137 RIM:+131.51m SUMP:+129.43m R 138 RIM:+130.86m SUMP:+128.79m L 130 RIM:+133.45m SUMP:+131.38m Pipe - (151), D=800 L=28.50m, i=2.25% 222+140 L2-C11 R2-C11 222+120 R2-C9 R2-C10 Pipe - (405), D=800 L=28.50m, i=2.17% Pipe - (406), D=800 L=28.50m, i=2.16% 12+300 12+280 12+260 12+240 L2-C9 RÃNH BTCT 800xh CONCRETE DITCH 800Xh 222+100 L 131 RIM:+132.78m SUMP:+130.70m Pipe - (152), D=800 L=28.54m, i=2.25% L2-C10 L2-C8 R2-C7 222+080 R2-C6 R2-C5 222+060 L2-C6 L2-C7 L2-C5 L2-C4 R2-C4 R 139 RIM:+130.21m SUMP:+128.13m R 140 RIM:+129.56m SUMP:+127.49m L 132 RIM:+132.10m SUMP:+130.03m Pipe - (153), D=800 L=28.46m, i=2.25% Pipe - (407), D=800 L=28.50m, i=2.17% 12+140 12+100 RIM:+128.91m SUMP:+126.84m Pipe - (154), D=800 L=28.50m, i=2.25% Pipe - (408), D=800 L=28.50m, i=2.16% 12+120 Pipe - (409), D=800 L=28.50m, i=2.17% R2-C3 R2-C2 222+040 L2-C3 L2-C2 Pipe - (155), D=800 L=28.50m, i=2.25% L 133 RIM:+131.43m SUMP:+129.35m 12+160 Pipe - (156), D=800 L=28.49m, i=2.25% L 134 RIM:+130.75m SUMP:+128.68m R2-C8 L 135 RIM:+130.08m SUMP:+128.00m 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: PAK-P1-EP3-RD-DW-0021 R2-C67 222+760 L2-C58 L2-C57 R2-C66 222+740 L2-C56 12+840 12+820 12+800 12+780 R2-C65 R2-C64 222+720 L2-C54 L2-C55 R2-C63 222+700 L2-C53 C61 R2-C62 222+680 R2-C60 12+760 12+880 12+860 12+840 12+820 12+800 L2-C52 R2-C59 222+660 R2-C57 222+640 R2-C58 L2-C50 L2-C51 12+740 R 164 RIM:+139.22m SUMP:+137.14m R 165 RIM:+138.64m SUMP:+136.56m R 166 RIM:+138.06m SUMP:+135.98m R 167 RIM:+137.50m SUMP:+135.40m Pipe - (384), D=800 L=28.51m, i=1.94% BxH=1500x1500 12+720 12+700 Pipe - (385), D=800 L=28.51m, i=1.94% Pipe - (386), D=800 L=28.50m, i=1.94% Pipe - (387), D=800 L=28.51m, i=1.93% Pipe - (388), D=800 L=28.49m, i=2.79% R 168 RIM:+137.09m SUMP:+134.56m 12+680 12+660 12+780 12+760 L2-C49 R2-C56 222+620 L2-C48 R2-C53 R2-C54 R2-C55 222+600 L2-C47 Pipe - (389), D=800 L=21.11m, i=0.75% Pipe - (496), D=800 L=30.72m, i=0.13% R 156 RIM:+136.81m SUMP:+134.40m 12+640 12+620 R 155 RIM:+136.85m SUMP:+134.77m R2-C52 L2-C45 L2-C46 222+580 R2-C51 R2-C50 L2-C44 R2-C49 222+560 Pipe - (495), D=800 L=28.51m, i=1.26% R 154 RIM:+136.90m SUMP:+134.82m 12+740 12+720 12+700 12+680 L2-C43 R2-C47 R2-C48 222+540 R2-C46 L2-C42 222+520 R2-C45 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (494), D=800 L=28.49m, i=0.15% 12+600 R2-C44 12+580 R 153 RIM:+136.94m SUMP:+134.87m 12+560 12+660 12+640 L2-C41 L2-C40 222+500 R2-C421 R2-C4 Pipe - (493), D=800 L=28.50m, i=0.16% RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (509), D=800 L=28.49m, i=2.10% Pipe - (510), D=800 L=28.53m, i=2.61% Pipe - (511), D=800 L=28.47m, i=2.67% Pipe - (512), D=800 L=28.50m, i=2.67% Pipe - (513), D=800 L=28.51m, i=2.08% Pipe - (514), D=800 L=28.49m, i=1.46% Pipe - (515), D=800 L=28.51m, i=2.38% L 157 RIM:+140.07m SUMP:+138.00m L 158 RIM:+139.29m SUMP:+137.21m L 159 RIM:+138.49m SUMP:+136.41m L 160 RIM:+137.71m SUMP:+135.61m L 161 RIM:+137.09m SUMP:+134.99m L 162 RIM:+136.65m SUMP:+134.55m L 163 RIM:+136.39m SUMP:+133.83m Pipe - (174), D=800 Pipe - (176), D=800 Pipe - (516), D=800 L=28.50m, i=2.17% L=8.74m, i=0.13% L=23.41m, i=0.27% R2-C43 L2-C39 L2-C38 222+480 R2-C40 222+460 R 152 RIM:+136.99m SUMP:+134.92m 12+540 12+520 R 127 RIM:+137.01m SUMP:+134.93m 12+500 12+480 Pipe - (492), D=800 L=28.49m, i=0.16% L 151 RIM:+136.31m SUMP:+133.70m L 150 RIM:+136.43m SUMP:+134.35m Pipe - (173), D=800 L=28.50m, i=0.92% L2-C37 L2-C36 R2-C38 222+440 Pipe - (396), D=800 L=28.49m, i=0.47% R 128 RIM:+136.87m SUMP:+134.79m 12+620 12+600 L 149 RIM:+136.71m SUMP:+134.63m Pipe - (172), D=800 L=28.50m, i=0.96% L2-C35 R2-C37 222+420 R2-C36 222+400 Pipe - (397), D=800 L=28.51m, i=1.07% L 148 RIM:+137.00m SUMP:+134.92m Pipe - (171), D=800 L=28.48m, i=0.93% L2-C34 L2-C33 Pipe - (170), D=800 L=28.51m, i=0.20% R2-C35 12+580 L 147 RIM:+137.28m SUMP:+135.20m R2-C39 L 146 RIM:+137.34m SUMP:+135.26m 12+560 12+540 12+520 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: PAK-P1-EP3-RD-DW-0022 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 4/2018 APPROVED BY DUYỆT Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 4/2018 13+260 13+240 DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL L2-C87 R2-C97 R 173 RIM:+140.99m SUMP:+138.91m 13+200 13+180 REV.NO LẦN 223+120 L2-C86 L2-C85 R2-C95 R2-C96 Pipe - (425), D=800 L=28.49m, i=1.84% R 172 RIM:+141.50m SUMP:+139.42m 13+160 13+140 223+100 L2-C84 R2-C94 223+080 L2-C83 R2-C93 R2-C92 223+060 L2-C82 L2-C81 R2-C91 223+040 DRAINAGE/ HỆ THỐNG THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC Pipe - (195), D=800 L=28.50m, i=1.22% Pipe - (424), D=800 L=28.50m, i=1.71% R 171 RIM:+141.89m SUMP:+139.82m L 171 RIM:+140.75m SUMP:+138.67m L 170 RIM:+141.11m SUMP:+139.04m Pipe - (194), D=800 L=28.51m, i=0.92% Pipe - (423), D=800 L=28.49m, i=1.31% 13+120 R 170 RIM:+142.16m SUMP:+140.08m 13+100 13+220 13+200 13+180 13+160 L2-C80 Pipe - (422), D=800 L=28.50m, i=0.88% Pipe - (421), D=800 L=28.52m, i=0.46% 13+080 Pipe - (193), D=800 L=28.50m, i=0.16% R2-C88 R2-C89 R2-C90 223+020 L2-C79 R2-C87 L2-C78 223+000 R2-C86 L2-C77 L2-C76 222+980 13+060 13+040 CHECKED BY KIỂM TRA L 169 RIM:+141.39m SUMP:+139.31m L 168 RIM:+141.58m SUMP:+139.36m Pipe - (192), D=800 L=28.97m, i=0.13% R 169 RIM:+142.29m SUMP:+140.22m R 157 RIM:+142.29m SUMP:+140.22m CHỮ KÝ DATE NGÀY 13+140 13+120 13+100 R2-C83 222+960 L2-C75 L2-C74 L2-C73 13+020 13+000 R 158 RIM:+142.15m SUMP:+140.08m PREPARED BY THỰC HIỆN Msc.CHUONG NGUYEN QUOC Pipe - (191), D=800 L=28.51m, i=0.13% RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (378), D=800 L=28.50m, i=0.47% L 167 RIM:+141.67m SUMP:+139.40m L 166 RIM:+141.68m SUMP:+139.44m Pipe - (190), D=800 L=28.48m, i=0.13% R2-C82 222+940 R2-C81 R2-C79 R2-C80 L2-C72 L2-C71 222+920 R2-C78 L2-C70 L2-C69 222+900 R 159 RIM:+141.88m SUMP:+139.81m 12+980 12+960 Pipe - (189), D=800 L=28.50m, i=0.13% Pipe - (379), D=800 L=28.50m, i=0.89% R 160 RIM:+141.49m SUMP:+139.41m L 165 RIM:+141.64m SUMP:+139.48m R2-C84 R2-C85 L 164 RIM:+141.59m SUMP:+139.52m RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (380), D=800 L=28.50m, i=1.32% 13+080 13+060 13+040 13+020 L2-C68 R2-C77 222+880 R2-C76 R2-C75 L2-C67 L2-C66 222+860 R2-C74 L2-C65 L2-C64 222+840 R2-C72 222+820 13+000 12+980 12+960 R 161 RIM:+140.97m SUMP:+138.89m 12+920 12+880 12+860 Pipe - (381), D=800 L=28.50m, i=1.74% R 162 RIM:+140.38m SUMP:+138.31m R 163 RIM:+139.80m SUMP:+137.73m 12+900 R 164 RIM:+139.22m SUMP:+137.14m Pipe - (382), D=800 L=28.50m, i=1.95% L 152 RIM:+141.56m SUMP:+139.49m Pipe - (505), D=800 L=28.50m, i=0.14% 12+940 Pipe - (383), D=800 L=28.49m, i=1.93% L 153 RIM:+141.52m SUMP:+139.45m Pipe - (506), D=800 L=28.50m, i=0.33% L2-C63 L2-C62 L2-C61 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (384), D=800 L=28.51m, i=1.94% L 154 RIM:+141.43m SUMP:+139.35m Pipe - (507), D=800 L=28.50m, i=0.90% 222+800 L2-C60 R2-C69 222+780 R2-C68 R2-C67 222+760 L2-C59 Pipe - (508), D=800 L=28.51m, i=1.51% R2-C70 R2-C71 Pipe - (509), D=800 L=28.49m, i=2.10% L 155 RIM:+141.15m SUMP:+139.08m R2-C73 L 156 RIM:+140.70m SUMP:+138.62m RIM:+140.07m SUMP:+138.00m 12+840 12+940 12+920 12+900 DRAINAGE PLAN OF EXPRESSWAY DETAILED DESIGN SIZE/ KHỔ GIẤY: A3 SCALE/ TỶ LỆ:1/1000 DRAWING NO./ BẢN VẼ SỐ: PAK-P1-EP3-RD-DW-0023 12+160 L2-C2 L2-C1 R2-C2 222+020 12+100 R 141 RIM:+128.91m SUMP:+126.84m R 142 RIM:+128.27m SUMP:+126.19m 12+080 12+040 12+020 12+000 Pipe - (409), D=800 L=28.50m, i=2.17% Pipe - (410), D=800 L=28.50m, i=2.15% 12+060 R 143 RIM:+127.62m SUMP:+125.54m R 144 RIM:+126.97m SUMP:+124.89m R2-C1 221+980 221+960 Pipe - (411), D=800 L=28.50m, i=2.16% Pipe - (412), D=800 L=28.50m, i=2.17% R 145 RIM:+126.64m SUMP:+124.46m 11+980 11+960 221+940 221+920 221+900 221+880 11+940 11+920 11+880 11+860 Pipe - (413), D=800 L=13.96m, i=2.15% R 146 RIM:+125.99m SUMP:+123.50m R 147 RIM:+125.34m SUMP:+123.26m R 148 RIM:+124.69m SUMP:+122.61m R 149 RIM:+124.04m SUMP:+121.96m Pipe - (414), D=800 L=28.53m, i=3.20% Pipe - (415), D=800 L=28.50m, i=0.81% Pipe - (416), D=800 L=28.51m, i=2.16% 11+900 R 150 RIM:+123.43m SUMP:+121.32m 221+860 221+840 221+820 221+800 Pipe - (417), D=800 L=28.50m, i=2.16% Pipe - (418), D=800 L=28.51m, i=2.16% 11+840 11+820 R 151 RIM:+123.09m SUMP:+120.22m R1-C310 R1-C309 221+780 221+760 R1-C308 R1-C307 R1-C306 221+740 221+720 11+800 11+780 Pipe - (419), D=800 L=28.51m, i=3.64% T2 T1 M1 BxH=2x30 00x2500 RÃNH BTCT 800xh CONCRETE DITCH 800X h M2 T5 T4 T3 222+000 2500 BxH=2x3000x R1-C303 R1-C304 R1-C305 221+700 11+760 Pipe - (374), D L=24.64m, i= =800Pipe - (374) (1), D=8 2.39% L=9 00 Pipe - (420), D=800 94m, i=0.13% L=21.01m, i=0.17% R 125 RIM:+123.34m R 126 SUMP:+120.82m RIM:+123.08m SUMP:+120.19m 12+140 12+120 12+100 12+080 12+060 12+040 12+020 12+000 11+980 11+960 11+940 Pipe - (163), D=800 L=28.51m, i=1.45% Pipe - (156), D=800 L=28.49m, i=2.25% Pipe - (157), D=800 L=28.52m, i=2.26% Pipe - (158), D=800 L=28.50m, i=2.25% Pipe - (159), D=800 L=28.49m, i=2.23% Pipe - (160), D=800 L=30.62m, i=2.25% Pipe - (161), D=800 L=22.19m, i=4.34% L1-C314 L1-C315 L1-C313 Pipe - (164), D=800 L=28.47m, i=2.73% Pipe - (162), D=800 L=28.50m, i=0.13% L 136 RIM:+129.40m SUMP:+127.33m L 137 RIM:+128.73m SUMP:+126.65m L 138 RIM:+128.05m SUMP:+125.97m L 139 RIM:+127.38m SUMP:+125.30m L 140 RIM:+126.67m SUMP:+124.42m L 141 RIM:+126.17m SUMP:+123.39m L 142 RIM:+125.58m SUMP:+123.36m L 143 RIM:+125.00m SUMP:+122.92m L 144 RIM:+124.42m SUMP:+122.10m Pipe - (165), D=800 L=28.48m, i=4.14% L1-C311 L1-C310 11+920 11+900 11+880 Pipe - (166), D=800 L=20.18m, i=1.50% L1-C309 L1-C308 L1-C307 R1-C302 R1-C301 221+680 221+660 R1-C29 R1-C300 11+740 L 145 RIM:+123.96m SUMP:+120.86m Pipe - (143) (1), D=800 L=28.03m, i=0.13% L1-C306 L1-C305 L1-C304 Pipe - (143), D= 80 L=30.15m, i=1.39 % Pipe - (37 L=28.49m ), D=800 , i=2.97% 11+860 L 123 RIM:+123.60m SUMP:+120.64m L1-C312 L 122 RIM:+123.67m SUMP:+121.08m 11+840 11+820 11+800 BxH=2x3000x2 500 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: PAK-P1-EP3-RD-DW-0020 13+620 13+600 L2-C116 R2-C131 223+480 R2-C130 Pipe - (463), D=800 L=28.50m, i=3.01% BxH=2000x2000 13+560 13+540 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 198 RIM:+137.23m SUMP:+135.15m R 199 RIM:+136.38m SUMP:+134.25m R 200 RIM:+135.95m SUMP:+133.32m 13+520 L2-C115 L2-C114 223+460 Pipe - (464), D=800 L=28.50m, i=3.00% 223+500 13+580 L2-C113 R2-C129 R2-C125 R2-C126 13+500 Pipe - (223), D=800 L=28.51m, i=2.17% Pipe - (224), D=800 L=28.49m, i=2.55% Pipe - (465), D=800 L=24.47m, i=3.60% R 183 RIM:+135.85m SUMP:+133.21m 13+480 13+460 R2-C128 BxH=2000x2000 223+440 R2-C127 L2-C112 L2-C111 R2-C124 223+420 R2-C122 R2-C123 R2-C121 R2-C120 223+400 L2-C110 L2-C109 L2-C108 223+380 R2-C119 13+560 13+540 13+520 13+500 L2-C105 L2-C106 L2-C107 R2-C118 R2-C116 R2-C117 223+360 223+340 13+440 R 182 RIM:+136.05m SUMP:+133.95m L 197 RIM:+138.05m SUMP:+135.91m L 198 RIM:+137.63m SUMP:+135.15m Pipe - (489), D=800Pipe - (490), D=800 L=10.81m, i=0.13% L=16.26m, i=0.98% Pipe - (434), D=800Pipe - (446), D=800 L=28.50m, i=2.48% L=3.91m, i=0.13% R 181 RIM:+136.58m SUMP:+134.50m 13+420 13+400 13+380 R 180 RIM:+137.13m SUMP:+135.05m Pipe - (433), D=800 L=28.51m, i=1.83% L 181 RIM:+137.39m SUMP:+134.83m Pipe - (488), D=800 L=28.54m, i=1.36% Pipe - (204), D=800 L=28.50m, i=0.29% L2-C104 L2-C103 Pipe - (432), D=800 L=28.50m, i=1.83% R 179 RIM:+137.68m SUMP:+135.61m 13+360 R2-C115 R2-C114 223+320 L2-C102 L2-C101 R2-C113 R2-C111 R2-C112223+300 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (431), D=800 L=28.50m, i=1.84% R 178 RIM:+138.23m SUMP:+135.95m Pipe - (203), D=800 L=28.50m, i=1.12% RÃNH BTCT 800xh CONCRETE DITCH 800Xh L 180 RIM:+137.33m SUMP:+135.24m L 179 RIM:+137.45m SUMP:+135.33m L 178 RIM:+137.75m SUMP:+135.66m Pipe - (202), D=800 L=28.50m, i=1.44% L2-C100 R2-C110 223+280 13+480 13+460 13+440 13+420 13+400 L2-C99 R2-C109 223+260 Pipe - (430), D=800 L=28.51m, i=1.16% R 177 RIM:+138.78m SUMP:+135.99m L 177 RIM:+138.17m SUMP:+136.10m Pipe - (201), D=800 L=28.51m, i=1.43% L2-C98 R2-C108 L2-C97 L2-C96 223+240 Pipe - (429), D=800 L=28.49m, i=0.13% 13+340 R 176 RIM:+139.33m SUMP:+137.09m Pipe - (200), D=800 L=28.49m, i=1.43% 13+320 L2-C95 223+220 R2-C105 Pipe - (428), D=800 L=28.51m, i=3.65% R 175 RIM:+139.88m SUMP:+137.81m 13+380 13+360 13+340 R2-C104 L2-C94 L2-C93 L2-C92 R2-C102 223+180 Pipe - (199), D=800 L=28.50m, i=1.44% 13+300 13+240 13+220 R 174 RIM:+140.44m SUMP:+138.36m Pipe - (427), D=800 L=28.49m, i=1.84% 13+260 Pipe - (426), D=800 L=28.50m, i=1.83% Pipe - (198), D=800 L=28.50m, i=1.43% L2-C90 L2-C91 R2-C99 R2-C100 R2-C101 L2-C89 223+160 L2-C88 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 173 RIM:+140.99m SUMP:+138.91m 13+200 R2-C98 223+140 L2-C87 R2-C97 Pipe - (425), D=800 L=28.49m, i=1.84% Pipe - (197), D=800 L=28.50m, i=1.44% RÃNH BTCT 800xh CONCRETE DITCH 800Xh 223+200 R2-C103 Pipe - (196), D=800 L=28.49m, i=1.42% L 176 RIM:+138.60m SUMP:+136.53m L 175 RIM:+139.03m SUMP:+136.95m L 174 RIM:+139.46m SUMP:+137.39m L 173 RIM:+139.89m SUMP:+137.82m R2-C106 R2-C107 L 172 RIM:+140.32m SUMP:+138.25m 13+280 L 171 RIM:+140.75m SUMP:+138.67m 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 THỐT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THOÁT 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: PAK-P1-EP3-RD-DW-0024 4/2018 Msc.TAI LAM DUY Msc.LIEN NGUYEN VAN 4/2018 R 187 RIM:+145.61m SUMP:+143.53m DATE NGÀY DESCRIPTION DIỄN GIẢI 4/2018 APPROVAL 223+860 L2-C147 R2-C156 L2-C146 223+840 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (452), D=800 L=28.49m, i=1.49% REV.NO LẦN L2-C148 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (451), D=800 L=28.51m, i=1.47% 13+940 R 186 RIM:+146.05m SUMP:+143.98m 13+920 13+880 13+860 13+980 13+960 L2-C145 L2-C144 R2-C155 R2-C154 R2-C153 Pipe - (453), D=800 L=28.52m, i=1.49% R 188 RIM:+145.16m SUMP:+143.09m DRAINAGE/ HỆ THỐNG THOÁT NƯỚC DRAINAGE PLAN BÌNH ĐỒ THỐT NƯỚC 223+820 L2-C143 223+800 L2-C142 R2-C152 L2-C141 223+780 R 189 RIM:+144.71m SUMP:+142.64m 13+840 13+820 Pipe - (454), D=800 L=28.48m, i=1.50% 13+900 Pipe - (455), D=800 L=28.50m, i=1.78% 13+940 13+920 13+900 L2-C139 L2-C140 R2-C151 223+760 L2-C138 R2-C150 223+740 L2-C137 R2-C149 L2-C136 223+720 13+800 13+780 APPROVED BY DUYỆT 4/2018 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 190 RIM:+144.18m SUMP:+142.10m CHECKED BY KIỂM TRA CHỮ KÝ DATE NGÀY 13+880 13+860 13+840 L2-C135 R2-C148 223+700 Pipe - (456), D=800 L=28.49m, i=2.29% R 191 RIM:+143.49m SUMP:+141.41m 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 R2-C146 R2-C147 L2-C134 R2-C145 223+680 L2-C133 223+660 R2-C142 R2-C143 R2-C144 Pipe - (457), D=800 L=28.51m, i=2.78% R 192 RIM:+142.65m SUMP:+140.58m R 193 RIM:+141.75m SUMP:+139.67m 13+720 13+700 13+820 13+800 13+780 L2-C132 L2-C131 223+640 R2-C141 223+620 L2-C129 L2-C130 L2-C128 R2-C140 13+680 Pipe - (458), D=800 L=28.51m, i=3.02% Pipe - (459), D=800 L=28.48m, i=3.02% RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (211), D=800 L=28.50m, i=0.91% Pipe - (212), D=800 L=28.50m, i=1.47% Pipe - (213), D=800 L=28.50m, i=2.06% Pipe - (214), D=800 L=28.48m, i=2.67% Pipe - (215), D=800 L=28.52m, i=3.23% Pipe - (216), D=800 L=28.50m, i=3.37% L 185 RIM:+148.27m SUMP:+146.19m L 186 RIM:+147.83m SUMP:+145.75m L 187 RIM:+147.21m SUMP:+145.13m L 188 RIM:+146.41m SUMP:+144.33m L 189 RIM:+145.44m SUMP:+143.36m L 190 RIM:+144.43m SUMP:+142.35m Pipe - (217), D=800 L=28.50m, i=3.37% Pipe - (218), D=800 L=28.50m, i=3.37% RÃNH BTCT 800xh CONCRETE DITCH 800Xh R 194 RIM:+140.84m SUMP:+138.77m R 195 RIM:+139.94m SUMP:+137.86m L 191 RIM:+143.41m SUMP:+141.34m L 192 RIM:+142.40m SUMP:+140.33m Pipe - (219), D=800 L=28.50m, i=3.37% L2-C127 223+600 L2-C126 L2-C125 R2-C138 R2-C139 223+580 R2-C137 13+760 13+740 13+720 13+700 L2-C124 L2-C122 L2-C123 223+560 L2-C121 13+620 Pipe - (460), D=800 L=28.50m, i=3.01% Pipe - (461), D=800 L=28.50m, i=3.02% R 196 RIM:+139.03m SUMP:+136.96m R 197 RIM:+138.13m SUMP:+136.05m 13+600 13+580 R2-C135 R2-C136 Pipe - (462), D=800 L=28.50m, i=3.01% Pipe - (463), D=800 L=28.50m, i=3.01% R 198 RIM:+137.23m SUMP:+135.15m 223+540 L2-C120 R2-C134 223+520 R2-C133 R2-C132 RÃNH BTCT 800xh CONCRETE DITCH 800Xh RÃNH BTCT 800xh CONCRETE DITCH 800Xh L 193 RIM:+141.39m SUMP:+139.32m Pipe - (220), D=800 L=28.50m, i=3.37% Pipe - (221), D=800 L=28.49m, i=3.37% 13+660 Pipe - (222), D=800 L=28.50m, i=2.43% L2-C118 L2-C119 L2-C117 223+500 R2-C131 L2-C116 Pipe - (223), D=800 L=28.51m, i=2.17% L 194 RIM:+140.38m SUMP:+138.30m L 195 RIM:+139.43m SUMP:+137.29m L 196 RIM:+138.65m SUMP:+136.57m 13+640 L 197 RIM:+138.05m SUMP:+135.91m 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: PAK-P1-EP3-RD-DW-0025 14+040 14+140 L2-C161 R2-C169 224+000 L2-C160 L2-C159 R2-C168 R2-C167 223+980 L2-C158 R 202 RIM:+147.91m SUMP:+145.75m R 201 RIM:+148.64m SUMP:+146.56m BxH=1500x1500 14+020 14+000 R 203 RIM:+147.44m SUMP:+144.88m 14+080 R 184 RIM:+146.95m SUMP:+144.87m Pipe - (447), D=800 L=28.50m, i=2.70% 14+060 Pipe - (448) (1), D=800 Pipe - (448), D=800 L=10.41m, i=1.47% L=25.29m, i=3.23% R2-C166 223+960 R2-C164 R2-C165 R2-C163 R2-C161 R2-C162 RÃNH BTCT 800xh CONCRETE DITCH 800Xh BxH=1500x1500 L2-C157 L2-C155 L2-C156 223+940 L2-C154 223+920 R2-C160 14+120 14+080 14+060 14+040 L2-C153 L2-C152 R 185 RIM:+146.50m SUMP:+144.42m 13+960 13+940 R2-C159 223+900 R2-C158 Pipe - (450), D=800 L=28.50m, i=1.50% R 186 RIM:+146.05m SUMP:+143.98m 13+920 L2-C151 L2-C150 Pipe - (451), D=800 L=28.51m, i=1.47% Pipe - (207), D=800 L=24.05m, i=1.21% RÃNH BTCT 800xh CONCRETE DITCH 800Xh 13+980 R 187 RIM:+145.61m SUMP:+143.53m 223+880 R2-C157 RÃNH BTCT 800xh CONCRETE DITCH 800Xh Pipe - (452), D=800 L=28.49m, i=1.49% L2-C149 L2-C148 223+860 L2-C147 L2-C146 R2-C156 R2-C155 223+840 L2-C145 L2-C144 223+820 14+020 14+000 13+980 13+960 13+940 L2-C143 R 188 RIM:+145.16m SUMP:+143.09m 13+860 R2-C154 223+800 L2-C142 Pipe - (453), D=800 L=28.52m, i=1.49% 13+900 R 189 RIM:+144.71m SUMP:+142.64m 13+840 13+820 R 190 RIM:+144.18m SUMP:+142.10m Pipe - (454), D=800 L=28.48m, i=1.50% 13+880 Pipe - (455), D=800 L=28.50m, i=1.78% R2-C153 RÃNH BTCT 800xh CONCRETE DITCH 800Xh R2-C152 L2-C141 223+780 L2-C139 L2-C140 R2-C151 223+760 R2-C150 L2-C138 CONCRETE DITCH 800Xh RÃNH BTCT 800xh CONCRETE DITCH 800Xh L 199 RIM:+149.57m SUMP:+147.04m Pipe - (209), D=800 L=28.50m, i=0.79% Pipe - (210), D=800 L=28.50m, i=0.78% Pipe - (211), D=800 L=28.50m, i=0.91% Pipe - (212), D=800 L=28.50m, i=1.47% Pipe - (213), D=800 L=28.50m, i=2.06% Pipe - (214), D=800 L=28.48m, i=2.67% Pipe - (215), D=800 L=28.52m, i=3.23% 223+740 13+920 13+900 13+880 RIM:+145.44m SUMP:+143.36m L 182 RIM:+149.01m SUMP:+146.93m L 183 RIM:+148.77m SUMP:+146.70m L 184 RIM:+148.54m SUMP:+146.46m L 185 RIM:+148.27m SUMP:+146.19m L 186 RIM:+147.83m SUMP:+145.75m L 187 RIM:+147.21m SUMP:+145.13m L 188 RIM:+146.41m SUMP:+144.33m 14+100 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: PAK-P1-EP3-RD-DW-0026 ... SUMP: +11 5 .16 m R 95 RIM: +11 7 .10 m SUMP: +11 5.02m R 96 RIM: +11 7.08m SUMP: +11 4.97m 10 +440 10 +420 10 +400 L1-C1 91 R1-C187 R1-C186 220+240 R1-C185 R1-C183 220+260 L1-C189 L1-C190 L1-C187 L1-C188 R1-C182 R1-C1 81. .. L=20.01m, i=4.40% R1-C 119 R1-C 118 219 +440 219 +420 R1-C 117 RÃNH BTCT 800xh CONCRETE DITCH 800Xh REV.NO LẦN L1-C125 L1-C124 L1-C123 L1-C122 L1-C1 21 R1-C 114 R1-C 115 R1-C 116 9+480 9+460 R 55 RIM: +11 1.51m... 11 +200 11 +18 0 11 +16 0 11 +280 11 +260 L1-C262 L1-C2 61 L1-C260 R1-C254 R1-C253 R1-C2 51 R1-C252 R1-C250 11 +14 0 11 +12 0 R 10 5 RIM: +12 7 .10 m SUMP: +12 4.62m L 10 7 RIM: +12 8.30m SUMP: +12 6.00m Pipe - (12 7),