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6. OUTLINE DESIGN DRAWINGS of 35 River- Crossing Structures

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6. OUTLINE DESIGN DRAWINGS of 35 River- Crossing Structures 6. OUTLINE DESIGN DRAWINGS of 35 River- Crossing Structures S=1:100 TYPICAL CROSS SECTION250 SUPERSTRUCTURE4000 250 DECK CONCRETE t=170 WEARINGt=30 LAYER P.H 0 80 210 . 30 0 3 % + 2.00 .0 170 S=1:400 o N 0% 8-1 GENERALPROFILE VIEW OF PALATI RasnaluKHOLA BRIDGE 2.0 .1 50 -1 o 0 .8 N 0 350 o le .0 N o 0 e H + it e 5150 .0 S r o Bridge Length 30800 o N B S=1:200 Girder Length 30700 Span Length 30000 0 1020304050 50 SUBSTRUCTURE Betali 3500 1500 Site M 8000 No. 350 ▽499.500 A1 ABUTMENT4000 Bore 8-1 Hole No.2 1500 PH=499.500 510 VCL=10 0 1020304050 VCR=100 F 5000 505 5500 LEVEL 499.500 H.F.L=489.26 L=22.000m 5500 4000 APPROACH ROAD 500 499.500 499.500 100 LEVEL 499.500 495 L=30.80m 499.50 499.500 499.500 ▽495.00 7000 498.03 499.500 LEVEL 499.500 490 0+52.800 496.63 L=10.00m 496.28 A2 ABUTMENT1500 499.500 4000 i=10.000% 0+40.715 485.97 1500 L=20.0 PH=499.500 00m 499.500 E.R.L.G:EXISISTING ROAD LONGITUDINAL GRADIENT 499.500 0+31.400 R= A2 DL=485 0+30.800 L=12.085 499.625 499.677 E.R.L.G 501.500 R=10.000 0+20.000 500.020 L= 9.315 498.68 499.63 GRADE 500.661 500.46 500.81 0+0.000 A1 PROPOSED 0-1.417 R= 501.28 HEIGHT L=32.817 8000 0-10.000 0-10.946 501.40 0-15.195 492.21 GROUND R=15.000 0-21.609 L= 9.529 499.90 HEIGHT S=1:400 499.98 R= 0-30.000 491.71 R=15.000 L=4.249 PLAN 0 491.31 0 L= 6.414 2.00% 8 . 100 0 496.77 STATION 483.57 3 R= + u .0 l 504.81 L=8.391 o a 487.47 N n 481.72 495.47 s a 7000 481.67 CURVE R S=1:200 o T ELEMENT y 500.96 504.96 490.68 0 50493.12 a ▽490.00 0 W 500 .0 DELINEATOR SUPER 0 350 + 488.20 506.46 APPROACH4000 ROADSL .0 487.32 OP o 485.76 500 E P N RO ELEVATION Bridge Length 30800 WO TE 0+ C R CT 40 L KS IO 489.82 Girder Length 30700 .0 N 507.34 497.68 Span Length 30000 495.78 499.500 1:1 ▽ 497.52 .5 486.98 497.69 2.0% 50 504.93 497.22 497.40 350 497.40 BH-1 CONCRETE CLASS-D 500.98 500.65 497.27 TP-1 500.99 492.46 ▽499.500 250 0+20.0 BM-2A 501.03 500.58 490.74 486.28 501.33 497.61 1 485.87 . 4 0 0 86.17 : - 2 0 1 0 - 490.81 6 . 0 GABION RETAINING WALL (1:0.1S) DRAWING NO: 0 GEOTEXTILE . 492.10 4000 0 500.38 501.61 501.00 0+0.0 495.74 507.79 4 9 1 503.54 0 BH-2 500.20 496.60 4 . 6 . 4 4 1 6 5 9 .49 1 503.41 9 = 2 1 - . 500.00 L 250 0 5 . 1 9 500 TP-2 497.87 SCALE 0 .22 o - 500.22 4 496.94 497.02 0 0 N . 2 . 0 497.02 o . 4 496.84 498.49 2 497.31 5 N = - 496.8 1 L 499.27 9 C 503 = 2 .98 - 498.29 503.45 E 500.12 R C = 496.85 504.49 B R 497.04 AS SHOWN 505.99 501.39 497.14 Ramechhap 498.5 495.80 6 5 49 .75 500.12 498.92 497.25 Betali-Namadi-Khimti 495.83 P 495.8 a 5 8-1 506.51 la ti k h PROVINCE 498.89 o PALATI KHOLA la 497.15 495.89 ROAD NAME 500.52 505.18 498.34 SITE NO. 499.84 511.73 RIVER NAME 511.20 DRAWING TITLE: 503.99 Note:The details around abutments including the lengths will be determined based on the actual site condition. The contractor has to prepare the shop drawings for 511.84 8-1 GENERAL VIEW OF PALATI KHOLA BRIDGE the shape and dimension of embankment slopes, retaining walls and other structures necessary to THE PROJECT FOR THE IMPROVEMENT complete the works based on the site condition for OF COMMUNITYLOT ACCESS - 1 IN NEPAL approval of the engineer. No claim except adjustment of quantities shall be made by this adjustment. OUTLINE DESIGN OF RIVER CROSSING STRUCTURES 8-3 GENERAL VIEW OF HALUWA KHOLA BRIDGE PROFILE S=1:400 0 00 .80 0.0 30 .0+ .0+ 515 No No TYPICAL CROSS SECTION Namadi-2 Bridge Length 30800 Namadi-1 SUPERSTRUCTURE S=1:100 Girder Length 30700 S 50 50 ite 510 B N 350 Span Length 30000 350 ore o. H 8-3 ol ▽505.550 250 4000 250 e N o.1 505 0 1020304050 3500 -3 .2 DECK CONCRETE o.8 No F M N le t=170 ite o S e H or 7000 B WEARING LAYER 500 CL 0 1020304050 t=30 10000 P.H 4000 H.F.L=497.12 495 210 5500 170 2.00% 2.00% 30 DL=490 i=12 LEVEL L .000 =44. % GRADE L=45.645m 000m 505.550 505.550 500.270 5150 PROPOSED HEIGHT 505.550 505.550 505.550 505.550 505.550 505.550 503.493 503.186 502.236 500.270 GROUND SUBSTRUCTURE S=1:200 HEIGHT 505.55 503.00 495.86 502.51 502.25 498.65 502.70 502.50 A1 ABUTMENT A2 ABUTMENT STATION A1 A2 0- 5.345 0+0.000 0+20.000 0+60.000 0+30.800 0+40.300 0+57.441 0+67.913 0+84.300 0+40.000 1500 4000 1500 1500 4000 1500 CURVE R=20.000 PH=505.550 PH=505.550 R= L=10.472 R= ELEMENT L=62.786 L=16.387 SUPER ELEVATION 2.00% 7000 PLAN S=1:400 10000 100 7000 100 4 9 5 . 0 0 ▽495.00 ▽495.00 7000 12.0% APPROACH ROAD S=1:200 500 4000 500 DELINEATOR CL CONCRETE CLASS-D 2.0% GABION RETAINING WALL (1:0.1S) Note:The details around abutments including the lengths 1 . 0 will be determined based on the actual site condition. The contractor : a l 1 o h has to prepare the shop drawings for the shape and dimension of K a w embankment slopes, retaining walls and other structures necessary to GEOTEXTILE u l a H complete the works based on the site condition for approval of the l a n i engineer. No claim except adjustment of quantities shall be made by F this adjustment. DRAWING TITLE: PROVINCE Ramechhap SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Betali-Namadi-Khimti OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 8-3 GENERAL VIEW OF HALUWA KHOLA BRIDGE SITE NO. 8-3 AS SHOWN 2 LOT - 1 RIVER NAME HALUWA KHOLA 5 . 3 1:0 DRAWING NO: DRAWING 1000 1500 PH=506.550 7000 10700 4000 100 10500 S=1:200 GEOTEXTILE PLUMB CONCRETE PLUMB DELINEATOR S=1:200 1:0.1 1500 S=1:100 500 A2 ABUTMENT A2 1000 250 30 5 . 0 : 1 % 0 L . % SCALE C 2 0 4000 210 0 1700 AS SHOWN AS . t=30 2 P.H t=170 1 . WEARING LAYER WEARING 0 : 5150 1 500 4000 DECK CONCRETE DECK 495.00 ▽ % 0 170 ROAD APPROACH 0 . 2 SUBSTRUCTURE 1500 250 SUPERSTRUCTURE 8-4 CONCRETE CLASS-D CONCRETE PH=506.550 Ramechhap 7000 PHARPU KHOLA PHARPU TYPICAL CROSS SECTION CROSS TYPICAL 4000 100 Betali-Namadi-Khimti 8500 GABION(1:0.1S) RETAINING WALL 495.00 ▽ 1500 A1 ABUTMENT A1 0+54.800 504.40 504.390 i d a m 510.32 508.81 a N 506.63 o t y RIVER NAME RIVER SITE NO. SITE ROAD NAME ROAD PROVINCE a 503.90 506.04 W 503.53 508.43 L=14.566 R= R= 504.59 503.50 504.89 502.91 507.06 0+40.234 503.08 .0 506.124 40 0+40.000 + 502.90 506.147 0 10500 506.97 502.04 500.30 5 0+36.800 502.26 2 506.400 502.26 504.53 . 497.56 0 505.59 o 498.44 BM-7 0 501.97 N 8 . e 4 l 0 - o 3 499.74 500.81 51 8 503. 503.4 Namadi L= 9.163 L= . R=15.000 + H 0 VCL=10 BH-2 o VCR=100 0 0 . e 501.23 N 8 r 500.16 o . o 0 1020304050 e 0 N t 0+31.071 494.59 500.89 i 500.14 B 3 506.550 494.56 50 S + 0+30.800 499.95 .71 350 498 501.1 506.550 .7 0 499.99 499 3 . A2 o 7 TP- 498.30 6000 N 500.00 YM 50 499.23 350 497.62 494.96 493.77 496.78 496.39 M 497.75 496.96 497.46 495.31 493.71 495.84 496.15 497.01 TITLE: DRAWING 494.43 494.51 ▽506.550 495.89 496.89 495.75 0+20.0 495.76 0+20.000 495.50 506.550 495.01 1 3500 494.
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