6. OUTLINE DESIGN DRAWINGS of 35 River-
Crossing Structures
8-1 GENERAL VIEW OF PALATI KHOLA BRIDGE TYPICAL CROSS SECTION S=1:100 PROFILE S=1:400 SUPERSTRUCTURE 0 00 00 .8 250 4000 250 510 0. 30 .0+ .0+ No No DECK CONCRETE Betali Bridge Length 30800 Rasnalu t=170 S 505 ite 50 Girder Length 30700 50 Bo N WEARING LAYER re o. H 8-1 350 Span Length 30000 350 t=30 ol -1 .1 e o.8 No No ▽499.500 N le VCL=10 .2 te o P.H VCR=100 Si H ore 500 0 1020304050 B 3500 210 170 F M 0 1020304050
2.00% 2.00% 30 495 5500 8000
4000
490 H.F.L=489.26 5000 5150
SUBSTRUCTURE S=1:200 DL=485 E.R.L.G:EXISISTING ROAD LONGITUDINAL GRADIENT
i=10 A1 ABUTMENT E.R.L.G L .000 LEVEL LEVEL APPROACH ROAD LEVEL GRADE =20. % 000m L=10.00m L=30.80m L=22.000m 1500 4000 1500 501.500 499.500 499.500 499.500 499.500 PROPOSED PH=499.500 HEIGHT 500.661 500.020 499.677 499.625 499.500 499.500 499.500 499.500 499.500 499.500 499.500 GROUND HEIGHT 498.68 485.97 5500 501.28 500.81 500.46 499.63 496.28 496.63 498.03 501.40 499.50
STATION A1 A2 0+0.000 0+20.000 0-30.000 0-10.000 0-1.417 0-15.195 0-10.946 0-21.609 ▽495.00 0+31.400 0+40.715 0+30.800 0+52.800 100
CURVE R=10.000 R=15.000 R=15.000 ELEMENT R= L= 6.414 R= L= 9.529 R= L= 9.315 R= L=8.391 L=4.249 L=32.817 L=12.085 7000 SUPER ELEVATION A2 ABUTMENT 2.00% 1500 4000 1500 PLAN S=1:400 49 2.21 PH=499.500
4 48 90.6 3.57 491 8 48 49 .71 1.67 1.31 48 1.72 0 0 0 499. .00 0.8 90 0 487 3 0+ .47 0+ 499 49 . . .98 7.68 o o N N 49
6.77
0
- 6
0 4 49
. 95. 5. u 0 78 47 l 501 48 a 8000 .33 9.82 Bridge Length 30800 n 500 s B .98 M-2 500. a A 99 500. 65 50 Girder Length 30700 4 5049 R 485 487 88.2 3.12 5 .76 .32 0 o 50 01.0 4.81
3 T 0 Span Length 30000
350 350 y - 2 5
00.5 a
0 8
. 0 W 5 00.9 486 6 497. .98 50 61 4.96 9 4 ▽499.500 ▽499.500 0 1 501. 6 4 00 . .
0 100 1 6 + 4 2 - = 5 50 0 03.4 0.38 250 . 0 L 1 5 0 . 5 9 06 o 1 .46 0 . N 0 5
1 4 0 - 97 . 9 .5 2 2 0 4 0+0.0 0+20.0 5 - 5 . 03.9 o 2 BH-2 8 1 . C N 4 50 4 497 7000 = 0. 4 97 .6 ▽ E = 2 9 490.00 5 0 4 4 4 4 48 49 92.4 4 .40 49 R L 0 9 9 9 85 6. 0. 6 9 7. 50 -2 0.22 5.7 2.1 0.8 486 .87 28 74 7.40 22 4.49 2 4 0 1 .17 BH-1 C 50 4000 4 50 B 0.0 97. 7.34 = TP 0 27 R -2 TP-1 5 S=1:200 50 04.9 APPROACH ROAD 5.99 50 3 0.12
506. 5
0 250 51 1.39 500 4000 500 49 9.27 497 S DELINEATOR .31 LO 4 C P 98.2 4 E 9 49 96.6 4.49 0 5 L P Note:The details around abutments including the lengths 01.6 R 51 1 W 1.73 O O 49 CONCRETE CLASS-D T 8.92 R E will be determined based on the actual site condition. 496. 4 K C 85 96.9 5 4 S T 11.2 49 I 0 497. 7.04 49 50 O 14 496 6.84 49 497 3.54 2.0% N The contractor has to prepare the shop drawings for .89 7.02 .87 1: 49 50 1 7.02 7.79 .5 50 4 5.18 98.4 49 9 GABION RETAINING WALL (1:0.1S) the shape and dimension of embankment slopes, 7.25 4 98.8 4 9 95.8 retaining walls and other structures necessary to 0 1 . 50 0.5 495 5 0 2 .8 0 : 3 49 49 3.45 P 6.75 8.5 complete the works based on the site condition for 5 1 a 4 49 l 95 7.15 a .85 t 50 49 i 0.1 approval of the engineer. No claim except adjustment 8.34 2 511 k .84 h 5 499 o 03.9 .84 49 GEOTEXTILE 9 5.8 l of quantities shall be made by this adjustment. 9 a
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 8-1 GENERAL VIEW OF PALATI KHOLA BRIDGE SITE NO. 8-1 AS SHOWN 1 LOT - 1 RIVER NAME PALATI KHOLA 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 8-4 GENERAL VIEW OF PHARPU KHOLA BRIDGE 0 TYPICAL CROSS SECTION 00 .80 0.0 S=1:400 30 .0+ PROFILE .0+ No No SUPERSTRUCTURE S=1:100 515 Pharpu Bridge Length 30800 Namadi 50 Girder Length 30700 50 250 4000 250 350 Span Length 30000 350 ▽506.550 510 VCL=10 VCL=10 VCR=100 VCR=100 DECK CONCRETE t=170
S 3500 ite 4 2 505 B N .8- o. WEARING LAYER or o o N e .8- F N le t=30 Ho 4 M ite Ho le S re N o P.H o.1 B 0 1020304050 8500 CL 500 0 1020304050 10500 H.F.L=498.53 210 170
5000 2.00% 2.00% 30 495 6000
PLUMB CONCRETE DL=490 5150
LEVEL GRADE L=42.80m 503.500 506.550 SUBSTRUCTURE S=1:200 PROPOSED HEIGHT A1 ABUTMENT A2 ABUTMENT 506.425 506.550 506.550 506.550 506.550 506.550 506.147 503.500 504.464 505.150 506.145 506.124 504.390 506.400
GROUND 1500 4000 1500 1500 4000 1500 HEIGHT 504.30 505.30 503.80 501.36 500.35 500.18 495.50 499.95 502.26 502.90 503.08 504.40 503.48 500.14 PH=506.550 PH=506.550
STATION A1 A2
0+40.000 0+40.234 0+54.800 0-36.500 0-26.856 0-20.000 0-10.000 0- 6.000 0- 2.000 0+ 0.000 0+20.000 0+30.800 0+31.071 0+36.800 5
CURVE 4
R=10.000 0 R=15.000
9
4
9 .
R= R=. R= 3
L= 24.856 7 L= 9.163 2 ELEMENT 9
L=9.644 5 L=33.071 L=14.566
5
0
0
1
4
.
5 .
0 4 8500
SUPER 9
5
5
0
0
8
1
. 10500
4
4 .
5 2
ELEVATION 4
9 1
2.00%
9
9
4
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5
1
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0
4
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3
3
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8
9
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6
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2
0
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8
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0
8 . S=1:400
7 u PLAN
7 5
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0 0 100
5 r
4
3 0 0
6 4
a 0 9 8
. . 0
0 9
h . 4 0
0 3 0 . 3
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+ . + 7
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1
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1 7000
100
5
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Bridge Length9 30800
4
4
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5
4
9
9
0
.
9 4
5 1
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0
3
.
9
5
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3 . 7 0 Girder Length 30700
6 0
4 50 0 50
7 ▽ ▽ 2 495.00 495.00 0 .
. :
3 5
8 0
. 1
0 1700 2 - Span Length 30000
0 5 350 350
5
4
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1 PLUMB CONCRETE
1
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. 10700
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▽506.550 -
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250
5 0
0
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BH-2 0
0+0.0 0+20.0
5
6
BH-1 4
6
4
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4
9
.
9 .
3
5
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8 S=1:200
9
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9
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3
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0 APPROACH ROAD
.
. 5
7
.
5
5 7
7
0
.
5
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9 500 4000 500 DELINEATOR
2
8
0
5
5
9
8
.
0
0
3 . 5
250
8
6 5
2
2
0
4
.
0
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4
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4
0
1
4
. 9
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9
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4 6 6 L
. CONCRETE CLASS-D
9 4
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.
6
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1
8
8
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5
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0
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1
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3 6
Note:The details around abutments including the lengths 3
2
5
T %
M 0
7 .
0 9 2
1
.
5
6
0
4
P . 9
0 0
9
9
.
-
9 1
0 GEOTEXTILE
7
7
5
5
4
. 4 9
.
4 0
0
9
6
9
6 0
will be determined based on the actual site condition. 4 9
3 GABION RETAINING WALL (1:0.1S) 9
P
.
.
.
5
5 1
. 5
0
2
6 0
0 3
7 h
6
7
4 4
a .
. 1
9 0 4
The contractor has to prepare the shop drawings 4
5 r
4
6 6 9 5 :
p 9
0 1
4
9 .
1 0
9 5
9 . 5
5
9 6
4 u
1
. 6
0
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2 .
5 .
9 .
5 0
1
3
9 8
5 1
3 .
9 :
7 K
7 8
.
9
. 5
5
.
for the shape and dimension of embankment slopes, 3
5
9
3 .
5 1 1
4 7
0 h
0
2
0
3 4
9 1
o
5
1
7 9
. 0 T 2
. l . 7 4
3 a 4
5 3
5 .
retaining walls and other structures necessary to 0 0 0 9
. 0
o 5
1
8
6
9
.
.
5 9
4
0 7
b 9 4
complete the works based on the site condition 7
.
9 4
e 4
8
9
4 6
4
4
.
6
9 3
9
9
.
5
8 8
7 6 9
l 0
.
. 6 .
for approval of the engineer. No claim except adjustment 3
8
o 5 0
4 0
9
.
7
5
4 9
c 0
8
7
5
1
.
4
5
6 0
a .
3
9
0
2
of quantities shall be made by this adjustment. 1
8
7
3
.
5
1
t .
. 7 e 4 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 8-4 GENERAL VIEW OF PHARPU KHOLA BRIDGE SITE NO. 8-4 AS SHOWN 3 LOT - 1 RIVER NAME PHARPU KHOLA 8-2 GENERAL VIEW OF BOHARE KHOLA BRIDGE
515 PROFILE S=1:400 0 00 .84 0.0 10 TYPICAL CROSS SECTION S=1:200 .0+ .0+ No No 510 VCR=100 VCR=100 VCL=10 20 10800 20 VCL=10 S ite 400 10000 400 Bo N 2 1 Way to Betali-8 re o.8 .8- o. Side wall Way to Namadi -1 H -2 o N ol e N ole e N it H 505 o S re (Abutment) .2 Bo PH=503.700 0 1020304050 4500 1200 F M 1200 250 4000 250 500 0 1020304050 H.F.L=498.96 7600 2000 2000 8800
SH=496.100 PH=503.700 495 DELINEATOR 1200 100 2.000% 2.000% 13640
DL=490 940 250 940
LEVEL 900 20 GRADE L=30.840m 20 500.740 PROPOSED 6660 8800
HEIGHT 500.740 501.290 502.590 502.700 503.339 503.575 503.700 503.700 503.787 503.825 503.993 504.350 GROUND 503.35 HEIGHT 500.74 500.52 500.27 500.25 500.13 498.72 499.41 503.20 503.48 SH=496.100
STATION 1200 100 0+0.000 0-39.600 0-10.000 0-20.000 EC-2 BC-2 EC-1 BC-1 BC+1 EC+1 0+20.840 0+27.340 0+20.000
CURVE R=20.000 R=10.000 100 4500 100 L= 13.000 R=15.000 L=7.600 L=13.500 L=11.000 L=12.500 L=3.840 ELEMENT L=5.500 SUPER ELEVATION 2.000%
PLAN S=1:400
W ay to N am a di 0 -1 00 .84 0.0 10 APPROACH ROAD S=1:200 .0+ .0+ No No
8 - i 20 10800 20 l a t 500 4000 500 400 10000 400 e DELINEATOR B
o S t K R y O a W C N W O L TI EC 2.0% OT PR E P 5 LO 1. S 1:
SUBGRADE (t=30cm) 0+ 20 MECHANICAL STABLE SUBBASE (t=30cm) 0+00 BH-1 BH-2
a l o Note:The details around abutments including the lengths h
K will be determined based on the actual site condition. The contractor e
r
a h has to prepare the shop drawings for the shape and dimension of o B embankment slopes, retaining walls and other structures necessary to complete the works based on the site condition for approval of the engineer. No claim except adjustment of quantities shall be made by this adjustment.
DRAWING TITLE: SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT PROVINCE Ramechhap ROAD NAME Betali-Namadi-Khimti OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 8-2 GENERAL VIEW OF BOHARE KHOLA BRIDGE SITE NO. 8-2 AS SHOWN 4 LOT - 1 RIVER NAME BOHARE KHOLA 8-5 GENERAL VIEW OF CHHATAUNI KHOLA BRIDGE 0 0 00 .80 0. 30 .0+ PROFILE S=1:400 .0+ TYPICAL CROSS SECTION No No
Khimti Bridge Length 30800 Namadi SUPERSTRUCTURE S=1:100 515 50 Girder Length 30700 50 Span Length 30000 350 350 250 4000 250 ▽508.850 510
3500 DECK CONCRETE t=170 F M 505 CL WEARING LAYER t=30 9000
10000 P.H H.F.L=501.15 500 210 5000 170 5500 2.00% 2.00% 30 DL=495
LEVEL GRADE L=45.80m 508.850 508.850 5150 PROPOSED HEIGHT 508.850 508.850 508.850 508.850 508.850 GROUND SUBSTRUCTURE S=1:200 HEIGHT 507.85 507.33 501.66 503.00 A1 ABUTMENT A2 ABUTMENT
STATION 1500 4000 1500 1500 4000 1500 A1 A2 0- 5.000 0- 0.500 0+ 0.000 0+30.800 0+40.800 PH=505.550 PH=505.550 CURVE R=10.000 R=10.000 L= 16.575 R= L= 20.496 ELEMENT L=31.794 SUPER ELEVATION 2.00%
PLAN S=1:400 9000 5 9 5 00 87 7..5 1.6 .73 512 50 5 5 49 1. 50 10000 5 05 9.1 49 5 90 1.6 05 .53 2 9.8 01 1 .70 49 1 .83 44 7.4 49 4 969.6 49 497 0 7.6 4 99 498 6.425 4 4 7. .4 0 99 5 4 .47 98.3 95. 95 75Y 4 .19 00 5 5 99 .378 88 .94 M 4 .1 00 02 .74 97. 50 5 .93 5 68 4 0.1 500 00. 49 50 98 0 .2 72 9.3 0.2 .94 3 5 7 4 5 97. 5 00. 65 02. 87 49 16 50 4 9.9 2.5 5 99 4 6 3 50 00 4 .54 49 96 5 6.1 .06 99. 5. .08 4 4 5 03 0 4 54 71 98 99 50 01 .74 50 99 .31 .96 0. .63 5. .55 57 500 92 50 .5 50 50 0 0.9 7 3. d 0.850 0 0 3 05 an 50 5 2 0.9 0 5 4 49 8 50 L 5.8 06 5 0 00 97 8.6 4 4.9 50 50 7.2 ted 5 8 .39 . .11 .704 2 909 9.9 0.7 2.0 3 a 0 0 9 3 .9 5 1 2 100 ltiv 5.5 + 6.1 4 + 5 9 u 6 % 0 6 96 0 00 50 C 5 2 .4 .8 5 3 05 . 1 . 4 01. .1 .35 C 1 o o 57 2 505 N N 4 5 5 .8 u 5 5 98 0 0 7 50 00 00 .9 0.7 3.2 l 6.9 .17 .5 8 5 5 8 t 0+20. 6 2 0 100 i 0 1 5 v 5 5 .7 0 00 4 01 3 1.4 a .88 497 99 .67 6 t .2 .26 e 7 496 4 5 5 5 d . 99 00 0 08 50 5 5 62 4 .4 5.07 2.2 503 .7 7.4 01 00 97 0 514. 7 .8 7000 50 1 L 1 .1 .5 .1 0312 5 0 7.4 3 8 9 .0 01. ▽495.00 ▽495.00 7 507 a Bridge Length 30800 5 70 .2 n 5 6 01. re d 49 93 st 9.5 5 50 A Girder Length55000 30700 4 49 01 3.2 re 50 0..77 4 49 509.4 5 .18 5 4 7000 a 56 98. 9. 4 5 01. 03 94 00 99 71 .35 4 .74 50 50 98 5 1.4 Span Length5011.4 30000 .23 03 350 3 .5 9 350 .65 50 1 W 8.2 5 550 8 5 01 49 5 022. 01 .15 5 8.1 02 .4349 a .0 50 01. 3 .39 50 5 1 0.8 36 2.5 11 50 y 0 0 .32 8. 51 82 3.5 to 50 3 50 1.6 500 50 1.6 1 50 5 K 50 ▽508.850 .3 0.3 3 2.4 5 14 5 1.4 4 9 50 0 7 03 .16 09 1 99 5 0. .54 h .04 50 .41 00 59 i 1.8 .54 5 50 m 50 6 02. 50 3.8 1.35 49 41 2. 3 0 250 1 3 1. 9.3 502 0 t 71 4 493 .9 i 5 98 9.9 7 5 50 01 .62 7 5 50 09. 1.4 .42 02 2.8 APPROACH ROAD 5 29 2 5 .2 2 5 14 4 01. 5 5 5 04 .68 99 15 02. 02 .00 .84 93 .78 0+0.0 0+20.0 509 5 5 S=1:200 5 .24 02 02. 09. 5 50 .62 503 74 38 5 01. 5 5 4 5 1. 5 5 5 .2 01 61 01 00 99 499 499 499 00 43 01 02 02 9 .60 .6 .1 .89 .6 .2 .6 .0 .6 .1 .8 5 4 5 3 2 3 2 3 0 8 02. 4000 5 9 509 01 503 8 5 .44 .70 50 .07 5 503 18 49 1.7 03. .68 500 4000 500 .88 9.7 6 5 01 5 49 5 03. DELINEATOR 04 9.3 5 82 .76 5 5 502. 5 01. C 49 02 30 0 5 09 49 9.9 .3 . 04. S .69 u 9 6 0 94 S L l 4 t + K O i v 0 P 5 5 R 0 a 04 E 50 1.8 250 .8 O 8.7 7 t 5 3 P 5 e 0 08 6 501 3.6 W C .6 d .9 4 R 0 5 4 7 503 Note:The details around abutments including N L 00 49 99 .6 O 5 L 50 .27 9.5 .55 4 IO T F 1 a 0 6 o 8.5 .94 50 50 T E r 4 n 0. 3 es 5 82 .21 C C t 5 d 00 E 2.0% T Ar 08 .80 the lengths will be determined based on ea 5 .70 50 T IO 510 09 50 3.6 .7 5 .0 3.5 0 503 O N 7 10 2 50 5 9 .6 R .00 6.3 02 0 W 6 .96 5 the actual site condition.The contractor P 05. E 1 O 508 4 01 R 52 .5 99. 49 P :1 4.6 6 78 9.4 O . K 9 6 50 L 5 S 3.0 has to prepare the shop drawings for 50 4 50 6 S 1.8 99 2.5 6 .96 5 50 2.8 5 1 50 06 the shape and dimension of embankment 3.2 .15 5 5 2 11. 07 5 96 .29 5 04 50 02 .82 1. .07 50 50 50 5 95 3.0 4.6 d slopes,retaining walls and other structures 9.2 05. 8 6 an 50 5522 8 99 5 d L 5.7 44..77 5 5 03 te 6 20 5 51 07 01 .37 iva i SUBGRADE (t=30cm) 19 2.6 .51 .33 ult .18 4 C d necessary to complete the works based on a 501 F .78 m o 5 4 a MECHANICAL STABLE SUBBASE (t=30cm) re 5 00. 99 the site condition for approval of the engineer. st 01 71 .84 N A .65 50 5 re 51 50 4.6 06 a 3.5 0.7 6 o .72 4 508 2 5 50 t .2 02 5.6 50 No claim except adjustment of quantities 5 .26 4 5.6 50 50 y 3 2.2 4.0 a 1 5 8 5 5 01 04. 06. .73 36 W 78 shall be made by this adjustment. 518 .25 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 8-5 GENERAL VIEW OF CHHATAUNI KHOLA BRIDGE SITE NO. 8-5 AS SHOWN 5 LOT - 2 RIVER NAME CHHATAUNI KHOLA 6-1 GENERAL VIEW OF SUKAJOR KHOLA BRIDGE
PROFILE S=1:500 0 00 .84 0.0 60 .0+ .0+ TYPICAL CROSS SECTION No No S=1:200 20 60800 20 510 Side wall Intermediate wall 400 60000 400 (Abutment) (Pier) 2@10000=20000 10000 3@10000=30000 505 Way to Ramechhap-3 Way to Manthali 4500 PH=502.000 250 4000 250
500 M H M F M M H H.F.L=499.31H M 2000 2000 1200 800 1000 800 600 600 1200 6000 6100 7000 7300 SH=495.900 SH=496.000 PH=502.000 495 1000 1200 100 100 2.000% 2.000% 23320 7100 33220 490
DL=485
LEVEL GRADE L=121.500m 502.000 502.000 PROPOSED 502.000 502.000 502.000 502.000 502.000 502.000 502.000 502.000 502.000 502.000 502.000 502.000 HEIGHT 502.000 GROUND 501.48 501.47 500.23 497.54 497.83 498.24 498.23 498.82 499.50 499.27 500.62 502.00 HEIGHT 502.00
STATION 0-20.000 0+ 0.000 0+20.000 0+40.000 0+60.000 BC+1 EC+1 BC+2 0+80.000 EC+2 0-26.650 BC-1 0+94.850
R=15.000 R=15.000 8 8 CURVE R= 8 R= R= L= 6.820 R= 6.000 L=10.000 ELEMENT L=81.170 L= 9.420 L=6.398 L=7.692 SUPER ELEVATION
PLAN S=1:500
9 6 9 5 . 7 0 9 . 6 2 2 4 .3 6 4 i 9 l 9 a 5 . 0 7 h 2 8 t 4 n .5 9 7 S=1:200 9 a APPROACH ROAD .2 5 0 M 5 0 4 4 1 0 9 8 to 3 0 7 . 4 .2 . .0 9 5 1 4 5 9 y 0 6 7 0 + 9 4 + .5 0 a 7 9 0 0 8 . 5 . 4 .2 7 . 15 o o 4 W 0 9 0 .5 0 N 4 7 N 0 8 4 9 2 . 4 .1 .6 5 9 7 6 9 6 . 5 5 6 . 1 . 3 0 500 4000 500 8 1 5 DELINEATOR 8 0
4 0
4 4
9 .9
9 20 60800 20 8
9 8 0 S
9 9 5
. . 4 5
. 7 1 S L 3 9 2
5 7 . 1
5 8 1 7 K O 0 9 0
0 7
0 4 . . 6 P
0 7 8 2 R
400 60000 9 400 .
1 . 6
5 7 + 6 E
.0 7 O
0 . 0 7 =
5 . W C P 5 5 L o
R
2@10000=20000 3@10000=30000 1 N N L
10000 5
O
4
4 . O 4 9 = 0 I T
4 9 9 7 4 2 9
5 7 9 R T E 0 9 7 . 4 +
9 . .3 7 9 0+8 C C
2 9 0 C 2.0%
4 . 2 3 4 .
. 3 3 7 0 4 E T
0 9 4 5 E 2 4 . 0 T I 9 L= R=15.000 1 9 9 8 0 10.000 O
. 6 9 4 7 9 2 O
6 6 4 4 9 . N
4 . 9 4 3 .
0 4 8 .8 4 9 7 2 R 9 4 7 9 3 0 5 3 9 7 No.0+ BC+2 4 77.158 9 4 7 .8 P W 7 9 .3 7 . 9 0 9 . 4 7 4 . 5 8 5 9 5 . 1 9 8 .3 9 7 8 8 0 E 1 O 5 0 3 7 .3 0 4 . .0 5 7 7 2 7 4 5 P R 0 0 . 4 2 . 9 . 4 1 : 2 0 4 8 4 3 4 1 .7 4 9 O . K . 9 5 6 7 . 8 . 5 5 6 4 4 1 7 L S 6 4 7 .9 9 0 2 S 5 9 . 4 9 8 4 0 8 9 8 9 8 8 4 9 . 1 . 7 .0 0 8 . 8 9 . 3 . 1 7 7 8 0 4 8 6 5 4 .1 0 0
4 9 1 1
9 7 .5 9 L=6.398 R= 5 .9 9
0 5 . 4
0 8 9 9
3 5 4 . 1 9 8 4 EC+1 No.0+ EC+1 2 5 . 70.760 .8 9 9 9 4 3 0 9 3 0 .4 4 8 4 4 . 8 . 9 2 0 8 4 9 4 .0 5 9 4 7 4 2 3 9 9 9 5 0 SUBGRADE (t=30cm) 5 . 9 . 9 4 6 0 7 9 2 7 4 4 0 3 7 . 9 8 9 9 . 2 .4 1 7 . 9 3 9 5 .4 7 0 8 8 1 . 1 0 4 5 .6 9 8 4 4 . 2 . .0 4 0 7 1 9 0 8 9 4 8 . 5 9 1 8 0 2 5 0 . .3 .2 9 5 9
5 0+40 0 0 0+60 3 1 5 0-20 0+20 MECHANICAL STABLE SUBBASE (t=30cm) 3 . 0 0 8 . 0 9 0 0 0+00 7 0+80.0 1 1 . . 3 . 9 5 55 5 2 7 00 9 22 4 . .99 9 78 5 9 0 . 4 1 4 0 T 9 .6 P 8 7 - . 5 5 5 5 5 5 1 2 5 5 3 5 4 Y 4 4 4 4 4 8 4 4 0 0 0 - 0 0 0 T 0 9 4 9 9 9 9 9 1 9 9 0 0 3 2 2 p 1 1 0 9 M 2 7 P 0 8 7 7 7 7 8 8 5 9 . . . a . . . . 8 ...... Y . . . 5 6 3 6 0 5 - . 7 7 4 8 8 3 2 0 4 4 1 h 1 0 .7 M 0 3 4 h3 9 6 0 0 7 0 7 9 7 7 7 1 2 7 c 2 7 .3 e 3 5 m 1 a 5 5 . R 0 5 1 o 5 2 0 4 t 0 . 8 5 y 2 3 . . 6 4 5 2 0 a 4 4 4 4 0 0 2 9 9 0 Note:The details around abutments including the lengths 1 9 9 4 2 9.830 9 4 . W 8 7 8 9 . 9 9 .9 8 4 4 .1 . .1 8 8 3 9 6 9 4 6 2 . .6 7 S 7 4 6 5 .6 5 0 9 will be determined based on the actual site condition. The contractor 1 u 5 0 7 . 0 5 .0 9 k 3 5 0 9 5 . 0 0 a 1 0 . 2 4 K j 5 .5 7 o has to prepare the shop drawings for the shape and dimension of 5 0 6 u 5 1 r 5 0 1 9.420 61.340 0 . l 8 5 4 o K 3 . . 9 . 4 3 2 8 5 h 7 embankment slopes, retaining walls and other structures necessary to 5 4
BC-1No.0-1 L=81.17 R= 0 o 9 2 8 4 5 . l 0 2 a 4 .8 9 2 9 9 0 8 5 8 . 5 0 .7 7 complete the works based on the site condition for approval of the 4 . 0 3 9 2 9 3 4 9 . 4 8 1 5 . 2 5 4 4 9 4 1 7 1 5 0 8 9 9 . B 6 9 9 8 0 1 0 0 9 9 .2 8 9 5 M . 5 . . 1 1 4 . . 0 .0 2 0 1 . 8 5 7 5 9 - 9 5 engineer. No claim except adjustment of quantities shall be made by 4 9 2 1 1 0 0 . 1 . 0 3 0 5 R=6.000 L= 5 BC+1No.0+ . 7 4 0 0 2 0 .0 this adjustment. 4
DRAWING TITLE: PROVINCE Ramechhap SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Manthali-Ramechhap-Sangutar OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 6-1 GENERAL VIEW OF SUKAJOR KHOLA BRIDGE SITE NO. 6-1 AS SHOWN 6 LOT - 2 RIVER NAME SUKAJOR KHOLA 0 11-3 GENERAL VIEW OF ROSHI KHOLA-3 BRIDGE 0 TYPICAL CROSS SECTION 0 00 0.0 0. + +2 S=1:100 o.0 PROFILE S=1:500 .1 N No SUPERSTRUCTURE Nepalthok 30000 Bridge Length 120000 30000 Mangal Bazar 4300 1600 100 Stiffened Girder Length 116600 100 1600 250 3500 250 300 Span Length 116000 300
STEEL DECK 14000 12500
▽910.600 16100 16100 910.000 ▽910.000
15500 P.H
915 -3 11 o.1 1500 o. N e N ole it H S re Bo 600 5000 5000 910 4000
4000 7000
M -3 M 11 o.2 905 o. N N ole ite H S re Bo 12000 12000
H.F.L=901.93 1500 900
895 6500 6500 SUBSTRUCTURE S=1:300 A1 ABUTMENT DL=890 1000 4600 1000
LEVEL 1.00% Palabolic Curve 1.00% Palabolic Curve Shinduli Road GRADE L=29.500 L=60.000 L=60.000 651 910.000 910.000 910.600 910.000 1000 PROPOSED 750 HEIGHT 910.000 910.000 910.000 910.600 910.333 910.533 910.533 910.333 910.000 910.000 910.000
GROUND 6250 HEIGHT 905.39 902.85 899.84 898.66 899.96 899.74 908.88 902.24 900.22 907.82 906.40
750 8600 16100 STATION 1500 5600 1500 0-29.500 0-15.699 2.939 0- A1 0+ 0.000 0+60.000 A2 1+20.000 0+20.000 0+40.000 0+80.000 1+ 0.000 0-20.000 2300 3500 2300 250 250 CURVE 8199 ELEMENT R= R=15.000 R= 910.000 L=12.760 L=135.000 1000
SUPER 1000 ELEVATION
PLAN S=1:500 2700 0 0 911.75 0 900.01 0 .0 904.58 .0 0 899.70 909.79 0 910.22 913.37 908.41 + 899.71 2 909.44 904.30 .0 899.92 899.54 1+ 914.03 o 899.66 o. N 900.00 899.79 899.60 900.53 908.99N 909.58 907.75 899.28 903.73 899.92 898.71
904.53 12000 899.36899.18
910.36 8000 Bridge Length 120000 899.87 899.62 898.64 899.95 900.04 899.60 899.27 899.18 898.31 899.97 899.65 1600100 899.92 899.79Stiffened Girder Length 116600 900.92 1600 901.50 899.87 904.68 BM2 Span Length 116000 905.48 300 900.33 899.25 300 899.45 908.37 899.61 900.79 909.25 913.73 899.90 899.70 899.63 899.38 900.02 909.45 909.59 909.71 908.41 899.85 899.93 913.11 908.22 909.40 909.85909.74 910.12 899.72 909.78 909.94 899.90 900.06 909.93 1300 899.88 899.97 911.63913.02
909.77 100
911.67
905.47 0 899.70 903.50
909.93 -
2 900.10 905.85
0 899.65 907.05 913.07 904.70 .
0 898.83 899.62 898.92 100 8600 100 908.52 899.84 899.69 913.28 899.78 910.67 908.41 899.99 905.88 908.52 913.04
899.69
909.95 908.70 900.05 900.07 899.83
2 2
- - f f f
906.58 f O 900.19 O
12000 899.66 2 2 - - f f f f O 900.01 909.79 O 913.70 5600 1+20.0 1+40.0 0+40.0 0+60.0 0+80.0 1+0.0 0+20.0
0+0.0 S=1:200
904.65 899.89 APPROACH ROAD
7 7
7 7 . .
0 0
1 1 9
900 9 1 .0 1 5 5 . 0 . 2 2 1 1 9 908.49 909.69 9 900.22 900.01 899.88 899.55 899.03 898.64 899.07 900.06 CP1 900.10 900.32 900.11 900.08 899.79 899.67 900.58 903.09 905.44 909.32 910.06 909.94 Bridge-A 900.77 906.90 BH-2 899.69 908.03 BH-1 900.16 907.82 900.12 899.81 12000 500 3500 500 DELINEATOR 908.62 900.50 900.07 899.88 899.65 899.76 908.56 900.21 909.90 909.85 899.01 909.85 899.82 910.21 912.61 C 906.20 900.09 W 909.93 904.31 900.28 899.76 900.64 906.17 CONCRETE CLASS-D L 899.76 910.21 a 900.12 904.65 910.90 900.21 y 900.95 900.55 899.88 903.96 899.16 908.38 911.59 902.05 899.69 t 2.0% 7000 898.66 899.92 o GEOTEXTILE 908.37 GABION 908.32 903.98 902.46 909.76 M 908.41 905.77 7000 RETAINING WALL (1:0.1S) 901.19 a a 901.17 l 900.02 900.14 900.35 900.30 900.02 n o 900.24 899.75 899.69 910.17910.14 900.29 910.19 1 900.87 h 900.26 g 909.83 1 : 910.77910.15 . 0 909.38 901.41 K 900.84 901.69 910.25 a
0 . 902.22 i l 1 899.75 900.61 : 910.26 h B 899.13 910.18 1 911.82 s 910.21 907.74 a 911.78 909.81 o 900.32 900.38 900.34 900.05 z R 900.19 900.17 900.35 910.39910.26 910.17 a 909.96 903.76 902.38 910.23 910.40 r 900.95 911.71 909.74 900.26 899.97 912.03 Note:The details around abutments including the lengths will be determined based on the 902.75 899.78 900.35 901.21 actual site condition. The contractor has to prepare the shop drawings for the shape DRAWING TITLE: PROVINCE Kavrepalanchowk SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT and dimension of embankment slopes, retaining walls and other structures necessary ROAD NAME Bhore Dovan-Thulo Parcel OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL approval of the engineer. No claim except adjustment of quantities shall be made 11-3 GENERAL VIEW OF ROSHI KHOLA-3 BRIDGE SITE NO. 11-3 AS SHOWN 7 LOT - 3 by this adjustment. RIVER NAME ROSHI KHOLA-3 OUTLINE DESIGN OF RIVER CROSSING STRUCTURES RIVER OF DESIGN OUTLINE PROPOSED ELEVATION ELEMENT GROUND STATION HEIGHT HEIGHT GRADE CURVE SUPER .8 1
9 9
.8 DL=85
1 9 L
9 9 100 105 110
.8 9 a .
8 8 90 95
9 2 9 x
.8
2 m
a n 9
9
. i 8
y 2 a 0-34.000 100.14 100.150 100.150
9 9 .9 4
9 L=17.322 R=30.000 9 . 9 9 9 9 .9 9 1 0 0 .0 0 9 9 .9 2
1
0 . 0 0 2 - 0 0 .1 2
0-16.678 99.95 101.882
9 9 .2 0 VCR=100 VCL=10
1 0 0-10.000 99.87 102.425 102.550 0 . Laxmaniya
THE PROJECTTHE FOR THE IMPROVEMENT 1 2
9 9 OF NEPALACCESS COMMUNITY IN .8 9 0 9 1 . 0 2 0 2 .2 3 10000 Note:Thedetailsabutments around including lengths the of L1, L2 and L3 will be determined No claim except adjustment of quantities shall be made by this adjustment. quantities of adjustment except claim No site condition for approval of the the engineer. on based works the complete to necessary slopes, retaining walls and other structures embankment of dimension and shape the for has contractor to the prepare shop drawings The condition. site actual the on based 7000 7000 LOT - 4
340 340 80 9 80
8 A1 0+0.0 .8 2.00% 1 9 8 N 0+0.000 99.30 102.550 N .6 o o 9 8 8 . . .8 0 0 4
+ F +
0 0 1-1 GENERAL VIEW OFDHOLAN KHOLA BRIDGE .0 .0 0 0 0 0
9 8 .8 7
9 8 .8 1
9 ▽ 8
L2 L1 .6 24200 24880
24200 24880 8 102.550
D 9
H 8
.7
9 O 5
8 L
.9 A
0 N
K
H
1-1GENERAL VIEW OF DHOLAN KHOLA BRIDGE O
L A
9 8500 8 .8
1 1300 7200 0+20.0 0+20.000 98.66 102.550 PROFILE
5000 PLAN L=70.000m M 340 340 L=78.480 R= LEVEL 50000 50000 4500 4500 80 P1 80 340 DRAWING TITLE: DRAWING 340 0+25.000 98.57 102.550 BH-1 9 F 9 S .0 9 1 8 B .2 it 7 e 10203040500 o r N
S=1:400 e o H . o 1 9 - 8 l 1 S=1:400 .1 e 9 N 9 9 o .0 5 .1 24200 24880 9 24200 24880 8 .2 9 H.F.L=100.11
L3 9 0+40.0 8 .6 0+40.000 98.30 102.550 9
9 8 .2 0
9 8 9 .8
9 8 9
8 .9
8 .2 9
0 3
0 M 0 0 9 9 9 . 9 1 .1 7 3 9 340 8 340 6500 6500 . 80 1 80 5 A2 RIVER NAME SITE NO. ROAD NAME PROVINCE N 9 0+50.000 98.52 102.550 N o o 9 9 . 9 . 9 0 .1 0 .2 0 6 + + 9 5 5 9 0 0 .3 Raghunathpur 0 .0 .0 0 0 0 10000 0
9 9 .2 7
9 VCR=100 9
.7 VCL=10
0 0+60.0 9 0+60.000 99.73 102.425 9 102.550 .6 9 7 9 .1 6 0+61.802 99.82 102.319 9 9 .9
2
R a
Laxmaniya-Baratpur-Raghunathpur 1 g 0
0 9 hu .1 9 7 .2 3 L=21.198 R=30.000
n 9 at 9 .2 1 DHOLAN KHOLADHOLAN 1 0 4 0
0 0 hp . .3 0 4 2
Mahottari ur 1-1 1 0 0 9 .3 9 0 .6 5
1 9 0 9 0 .4 .3 8 1 6 0 0 .2 5
1 0 0
.3
6 0 0+83.000 100.25 100.250 100.250 .
0
8
+ 0
S L
1 SECTION CROSS TYPICAL 0 O 0 .3 P 7 E
W P R O O R T K
E APPROACH ROAD AS SHOWN S C SUPERSTRUCTURE T 250 SCALE IO SUBSTRUCTURE 100 8500 1050 N
500 1300 6200 1000 A1 ABUTMENT A1
2
.
0 MECHANICAL STABLE SUBBASE (t=30cm) 0 650 250
% 400
SUBGRADE (t=30cm)
2 . P1 PIER
4000 0
C %
2 L 2400
100 10000 . 4000 4500
0
0
1300 8700 % 5000 3700 4500 4500 4000 4500
102.550 2
500
.
0 2
102.550
0
.
0 %
S 0
L 400 %
250
650 O
1
1050 DELINEATOR P :
1
W
E
.
5
O P
R R 250
O K
S=1:200
S T
E
S=1:200
C
T
I DRAWING NO: O
S=1:100 N 1500 8 1-2 GENERAL VIEW OF KANTWA KHOLA BRIDGE
PROFILE S=1:500 TYPICAL CROSS SECTION S=1:200
Way to Musarniya Way to Sonama
VCR=100 VCR=100 VCL=10 VCL=10
2.000% APPROACH ROAD S=1:200
PLAN S=1:500 500 4000 500 DELINEATOR S SL K OP OR E W C P N L RO IO T T EC EC 2.0% T T IO O N PR W E O P 1: R O 1. K SL 5 S
SUBGRADE (t=30cm)
MECHANICAL STABLE SUBBASE (t=30cm)
Way to Sonama
W ay to M us arn iya
Khola Kantwa 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 the shape and dimension of embankment slopes, retaining walls and other structures necessary to complete the works based on the site condition for approval of the engineer. No claim except adjustment of quantities shall be made by this adjustment.
DRAWING TITLE: SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT PROVINCE Mahottari ROAD NAME Laxmaniya-Baratpur-Raghunathpur OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 1-2 GENERAL VIEW OF KANTWA KHOLA BRIDGE SITE NO. 1-2 AS SHOWN 9 LOT - 4 RIVER NAME KANTWA KHOLA 4-43 GENERAL VIEW OF DHANSARI KHOLA BRIDGE
PROFILE S=1:400
110 TYPICAL CROSS SECTION S=1:200 0 00 .70 0.0 28 .0+ .0+ No No 3 4-4 o.1 105 o. N Si 28700 N le te ite Ho Way to Tilkum Bo N S e re o. 350 4@7000=28000 350 or H 4-4 3 B ol 3 4-4 o.2 Side wall Intermediate wall VCR=100 e N o. N Way to Sindhuli o N le VCR=100 0 1020304050 VCL=10 .3 ite Ho VCL=10 100 S re (Abutment) (Pier) Bo PH=98.500 4500 0 1020304050 H.F.L=95.91 700 250 4000 250 95 700 600 600 600 0 1020304050 2000 2000 6000 6000 6800 6800 SH=92.500 i=10.000% 800 800 DELINEATOR PH=98.500 L=6.500m 100 DL=90 28700 100
0% LEVEL 0.00 2.000% 2.000% GRADE i=1 00m L=48.840m 37.9 98.500 98.500 99.150 L= 102.290 740 740 PROPOSED 700 250 98.500 98.625 98.690 98.500 HEIGHT 99.150 98.625 102.290 5260 GROUND 6800 96.20 94.00 98.88 101.14 100.459 99.18 101.19 100.616 HEIGHT 96.74 98.500
SH=92.500 STATION 800 BC-1 BC+1 0-16.500. 0-10.000 0+0.000 0+20.000 0+38.840 0+40.000 0+60.000 0+76.740 100
CURVE R=10.000 R= 8 R=15.000 ELEMENT L=15.500 L=59.427 L=18.313 100 4500 100 SUPER
ELEVATION 2.000%
PLAN S=1:400 1
1 8 6
0 9 9 . . 9 1 2 1 4 1 4 4
0 4 9 7 0 0 . . 6 . 1 9 0 0 0
8 . 6 . . 5 5 0 9 9 9
9 0 0 0 7 7 9 8 0 7
. 9 . . 0 . 8 5 0 9 9 0 2 2 7 . 9 + + 7 1
.
5 0 0 9 0 6 . .
1 o o 9 0
. .
N N 7 4 9 S=1:200
8 1 APPROACH ROAD 6
.
3
6 9
1 28700 6
0 9 .
6 9 4 4
9 6 4 . . 9 3 4 9 .
1 3 4 6 350 1 4@7000=28000 350 . 8 0 9 .
0 2 4
9 4
. 9 1 1 8
8 0 3 .
. 5 4 5 500 4000 500 0 . 6 1 6 9 DELINEATOR 9
0 0 5 7
2 1 . 9 . 0 . 9 0 5 4 6 S 8 1 1 6 9 9 . 1 2 S L . 0
9 9 2 1 0 3 O 0 K . . 7 0 0 7 0 . R P 5 0 1 . 3 8 4 E . 6 O 0
4 0 4 9 9 W C P . 1 6 9 3 R
. 0 7 N L 8 9 O 0 .
2 9 O . I T
4 6 T E 5 C C 9 1 2 9 .0%
0 E T 4
8
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1 . O 0 6
9 4 N 9 9 9 0 R 4
4 4 7 W . P . . 4 . 4 1 3 O 8 E 5 9 1 8 R OP :1 K 1 .5 9 L S 0
5 1 S 1
9
1 . . 0 1 5 1 1 0 1 2 6 . 1 4 0 3 1 0 .
0 1 8 . 9 9 1
0 0 . 6 1 . 9 1 1 3 . 1 0
. 8 7 0 1 2 3 8 0 5 . 9
2 .
1 9 7 9 9
0 9 . 1 1 1 1 1 1 4
7 1 3
9 9 0 0 0 9 9 9 9 . 9 9 9 9 9 0 0 0 9 0 0
3 0+20 0+40 .
6 9 1 1 2 3 2 1 9 7 5 4 4 3 3 4 8 3 3 2 8 1 BH-1 0+00
...... 4 9 0 . 1 . 9 9 0 4 7 1 4 5 8 8 5 3 2 8 7 0 7 0 8 8 7
BH-3 0 SUBGRADE (t=30cm)
5 0 0 3 6 0 7 0 0 8 3 8 2 3 6 7 4 3 + 1 9 5 . 0 . 4
5
4 . 6 1 9 . 1 8 BH-2
6 9 6 0
9
. 1 9 0
9
0 4 3
4 1 0 . MECHANICAL STABLE SUBBASE (t=30cm)
. 5 0 . 6
7 1 1 0
2 1
. 1
6 0
0 9 5 1
1 5
.
. 7 . 4 7
9 3
0 5
7 9
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0 0
2
1 .
9
0
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1
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9
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9 9 . 8 . 2 9 1 3
7
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7 6 1 9 3 6 0
. 1 0
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2 a
2 8 .
2 6 i . y
7
6 r
0
t 9 a o
9 1
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. Note:The details around abutments including the lengths 9 1 n 1 0 4
9 . 9 9 o 2 8
1 a . 9 . 7 6 0 d 2
.
0 h 0 1 0 8 2 - a 1 0 . 5 3 will be determined based on the actual site condition. The contractor 0
1 r D 9 1 1
0
1 0 . 9 2 7 2 0
3 . 9 . 0 1 1
. 2
8 9 . 1 0
6 4 has to prepare the shop drawings for the shape and dimension of 7 2 0
3
2 .
9 9
.
6 8 3
1
. 9 5 1 0 8 9
6 9 0 1 2 embankment slopes, retaining walls and other structures necessary to 5
. 9 5 1 . 1 . 7 9 2 . .
0 1 3 0 . 6
7 0 5
1 1
0 9 complete the works based on the site condition for approval of the 1
1 4
0
. .
1 5 1
7 0 .
3
4 9 engineer. No claim except adjustment of quantities shall be made by
4
1 .
1 1
0
4 0 2
2 .
5 . 1 this adjustment. 0 4 1 0 1 3
0 9 2 0
2 7 . 0 DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Bhiman-Dhansari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 4-43 GENERAL VIEW OF DHANSARI KHOLA BRIDGE SITE NO. 4-43 AS SHOWN 10 LOT - 5 RIVER NAME DHANSARI KHOLA 5-11 GENERAL VIEW OF KARTHA KHOLA BRIDGE
315 0 00 PROFILE S=1:400 .70 0.0 28 .0+ .0+ No No 28700 310 S=1:200 350 4@7000=28000 350 TYPICAL CROSS SECTION
Side wall Intermediate wall 305 Way to Dudhauli Way to Piprahi (Abutment) (Pier) PH=303.200
H.F.L=300.70 4500 300 VCR=100 250 4000 250
6500 700 600 600 600 700 VCR=100
VCL=10 7300 VCL=10 2000 2000 SH=296.700 800
295 100 PH=303.200 DELINEATOR 28700 2.000% 2.000%
DL=290 740 740 i= 700 250 00% 10.0 10.0 LEVEL L 00% GRADE i= 00m =24 16.4 L=48.840m .700
301.560 m L= 303.200 303.200 300.730 5760 7300 PROPOSED 4500 HEIGHT 4500 301.930 302.200 302.630 303.075 303.200 303.200 303.075 303.010 301.084 300.730 SH=296.700
GROUND 800 100
HEIGHT 301.45 301.42 301.14 300.61 300.34 298.43 303.200 300.46 300.53 300.73
100 4500 100 STATION 0+0.000 BC-1 EC-1 BC-2 0-26.400 301.56 301.560 0-10.000 0-20.000 0+20.000 0+38.840 0+40.000 0+60.000 0+63.540
R= 15.000 8 CURVE R= 8 R= R= 15.000 L= 7.000 L= 14.500 L= 64.740 ELEMENT L= 3.700 APPROACH ROAD S=1:200 SUPER ELEVATION 500 4000 500 DELINEATOR S KS LO
OR PE
PLAN S=1:400 W P 9 C
3 N L R
5 O
1 IO T
0 E T E . 0 5
N 0 9 8 C 2.0% C 3 2 9 0 0 E T
2 T I
0 E O
7 O N .4 N R 1 P W 0 E 1 O 3 P :1 R 4 O . K .2 L 5 S 9 1 S
4 9 .8 1 5
B 5 2 9 4 .2 3 M . .0 0 .
1 9 0 0 0 2 0 2 0 3 0 3 4 3 3 5 5 . .4 1 8 8 .9 9 9 9 2 2 9 2 3 1 .4 .2 0 8 4 0 9 .3 SUBGRADE (t=30cm) 3 2 8 4 9 .2 7 2 1 .8 0 0 4 3 3 0 .1 .5 3 8 0 MECHANICAL STABLE SUBBASE (t=30cm) 2 0 9 0 9 0 .8 3 1 9 2 1 .1 . 2 0 .7 0 1 1 0 4 0 0 . 8 3 .4 3 3 0 2 1 + + 0 0 0 3 . . 2 6 o o .4 .3 N N 9 7 0 9 2 1 0 2 . 3 0 .9 0 .8 9 0 0 8 9 3 0 .7 2 3 0 28700 0 3 2 2 .5 .1 9 8 9 9 3 350 2 2 4@7000=28000 350 .6 4 9 .3 9 8 2 9 2 0 2 .5 .8 8 9 5 9 9 4 .3 1 9 2 4 8 1 90 . 2 8 2 0 4 6 1 3 .1 0 ..56 0 4 1 .2 4 6 . 7 . 1 3 0 0 . . 0 . .6 0 . 0 1 0 0 3 9 0 0 0 0 0 0 .7 0 3 0 9 0 0 0 3 4 0 1 3 3 2 3 3 7 3 7 3 .2 3 0 9 .7 .0 0
3 L3 0 0 .2 9 0 3 5 8 9 3 9 9 2 1 4 . 2 5 6 8 1 0 O . 7 . 0 L1 . L 0 8 .6 0 3 0 L 2 0 .6 0 0 0 E .4 3 2 0 0 3 3 Y 3 0 .6 0 3 9 4 3 0 0 3 7 .2 .5 . 3 0 8 9 0 3 0 9 9 0 1 8 2 2 1 3 7 .9 0+00 0+20 5 0+40 . 0+60 6 ° . 0 0 .2 9 0 0 0 8 9 .3 3 3 7 9 2 0 Way to Piprahi .2 2 0 9 3 9 2 5 5 1 .8 2 0 .9 .9 9 4 .9 5 1 9 8 9 1 6 5 6 0 .1 3 . 9 9 2 .3 5 .7 . 0 1 8 6 0 2 7 2 1 0 . 0 5 0 5 3 . 0 6 .4 .3 4 8 0 0 2 0 .4 0 0 .4 3 3 8 9 .9 0 9 0 7 3 . 6 3 0 3 0 1 . 9 9 9 3 . 3 .3 0 .2 0 1 3 0 8 2 2 9 9 0 0 0 8 7 3 9 9 2 9 0 3 0 3 0 . 2 7 .4 32 3 2 0 . 1 . 8 6 5 .7 9 3 3 8 1 0 2 1 8 9 . 2 0 .6 . 0 3 .6 1 .5 9 2 9 . 0 0 0 3 0 .5 8 2 8 9 0 3 0 0 0 8 3 9 .3 2 0 3 3 9 .3 2 2 9 3 3 1 2 8 .3 1 9 5 9 8 .3 2 . L2 2 9 8 2 9 3 2 9 L4 .9 9 .6 6 2 8 2 3 2 2 8 5 9 2 .2 3 9 9 . 2 . 0 0 . 0 2 8 2 9 0 O . 9 8 9 4 1 9 3 L 6 0 9 . 4 2 . 5 2 L .6 0 2 9 .0 8 . E 1 0 3 9 9 9 8 9 Y .8 0 2 2 9 2 9 5 .1 0 3 6 2 2 2 0 1 . 0 .0 0 3 .6 8 2 .6 0 3 9 9 .3 9 1 0 9 2 8 9 .6 3 4 2 9 2 9 .1 9 7 8 2 9 0 7 .8 3 1 .3 2 0 5 0 . .2 8 3 . 0
2 1 0 1 9 9 0 3
0 0 0 8 2 .9 0
- 3 3 8. 9 3
3 6 2 0 9 3 9 1
0 .7 3 2 .3 2 P
0 0 0 9 8 T
0 7 9. 9 2
9 3 9 2
5 4 .9 4 9 Note:The details around abutments including the lengths of L1, L2, L3 and L4 7 9 . 2 1 3 6
5 . 0 3 0 9 9 .8
8 9 1 0
.8 2 0 2 2 9
E 1 . 3 7 9
0 1 .6 2 0 0
3 0 0 3 0
0 8 0 will be determined based on the actual site condition. The contractor
3 6 0 0 . E
2 .8 9 3 N 9 8 .3 8 2 .0 .7 1 9 0 1 0 2 0 0 3 3 3 has to prepare the shop drawings for the shape and dimension of 3 .1 3 0 .6 0 9 8 3 9 .5 9 .4 1 6 2 0 3 0 li .7 0 embankment slopes, retaining walls and other structures necessary to 7 3 u 0 3 . 0 5 8 1 a .3 5 0 0 h 3 a . 3 .7 d 2 9 l 6 0 8 1 u 4 9 .3 0 .8 . 2 o 8 3 0 D 1 9 0 complete the works based on the site condition for approval of the 3 0 0 o h 2 3 t 7 3 y 3 .3 K a .7 1 1 3 1 0 .5 9 W 0 3 0 . a 8 3 0 9 8 engineer. No claim except adjustment of quantities shall be made by 9 9 4 . 3 h . 1 2 t 8 0 9 9 3 r 2 .6 9 9 3 a 9 .5 6 2 . K this adjustment. 9 8 1 9 9 .3 2 2 0 6 9 0 .3 9 3 0 3 0 0 9 DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-11 GENERAL VIEW OF KARTHA KHOLA BRIDGE SITE NO. 5-11 AS SHOWN 11 LOT - 5 RIVER NAME KARTHA KHOLA 5-8 GENERAL VIEW OF TALKHA KHOLA BRIDGE TYPICAL CROSS SECTION S=1:200
PROFILE S=1:500 220 Side wall Intermediate wall (Abutment) (Pier) 0 00 00 .7 215 0. 78 .0+ .0+ 4500 No No 250 4000 250 78700 210 2000 2000 350 78000 350 4@5000=20000 4@7000=28000 5000 4@5000=20000 5000 PH=201.800 205 DELINEATOR Dudhauli Bazar Sirthauli Bazar 2.000% 2.000% PH=201.800 M F M M M F M H.W.L=200.18 200 M 640 5600 4800 700 600 600 600 800 250 3900 600 4400 4600 800 800 600 600 600 640 VCR=80 SH=197.900 800 600 600 600 700 5100 VCR=80 SH=197.000 SH=197.400
VCL=10 800 VCL=10 700 700
195 100 100 21750 2200 30800 2200 21750 3760(3260) 5100(4600) SH=197.400(197.900) DL=190
% i= 700 .000 LEVEL 12.0 100 i=12 0m L= 00% GRADE .60 L=98.700m 20.0 L=8 00m 201.800 199.400 200.768 201.800 100 4500 100 PROPOSED 201.785 201.800 201.800 201.800 201.650 199.400 201.800 201.650 201.800 HEIGHT 200.444 Intermediate wall GROUND (Pier) 200.05 199.59 201.800 198.57 199.11 200.04 200.04 199.56 200.77 200.768 200.87 201.507 200.40 201.800 HEIGHT 200.28 4500 STATION 250 4000 250 0+0.000 1+0.000 1+8.700 0-1.775 0-10.000 0-11.992 0-18.600 0+88.700 0+80.679 0+85.290 0+20.000 0+40.000 0+60.000 0+80.000 2000 2000
R= R=30.000 R= R=30.000 R= CURVE PH=201.800 L=6.608 L=10.217 L= 82.440 L=4.611 L=23.410 ELEMENT DELINEATOR 2.000% 2.000% SUPER
ELEVATION 740 2.000% 250 700 740 4060 PLAN S=1:500 5600 1 4 .5 9 9 1 SH=197.000 9 .1 9 9 9 8 1 .7 3 8 . 9 9 9 800 1 1 8 .9
8 100 7 9 .3 1 8 9 1 9 .2 8 9 1 100 4500 100 7 7 .3 .8 9 1 9 9 .8 9 1 9 1 0 9 0 0 1 .9 .7 0 9 0 9 8 .0 1 7 +0 .0+ o.0 No 6 N 7 8 2 8 6 7 S=1:200 9 4 . 9 3 .3 8 . . APPROACH ROAD 0 0 7 1 . 9 . 0 . .1 9 54 7 1 8 5 9 9 1 2 0 9 .5 .8 . 9 0 1 9 0 0 9 1 . 9 . 9 1 2 2 9 1 8 8 9 1 9 6 1 .5 9 9 1 9 . 4 1 8 1 1 1 9 .4 4 787009 9 8 . 1 1 9 8 1 9 1 9 8 3 6 4 . 3 5 3 3 9 . . 7 . 9 500 4000 500 9 9 . 8 5 DELINEATOR 350 9 8 9 78000 3 350 8 1 9 9 .6 2 1 1 1 .1 1 .9 1 1 9 5 0 .6 6 0 9 9 7 . 9 0 . 9 7 1 . 0 9 0 .5 7 9 1 .7 9 1 0 8 . 9 0 2 8 9 9 1 2 S 4@5000=20000 4@7000=280009 9 1 4@5000=200009 5000 1 1 5000 1 N L 2 O .9 O 9 I P 9 6 6 1 2 T 0 . E . 2 5 9 C 1 8 .6 9 P 0 . 9 1 E C 2 6 9 7 7 4 2 9 8 9 T R 4 . 9 1 . 1 L W 4 . 9 . 2 1 9 9 O O .8 . 8 7 9 9 9 9 S 1 2 .3 9 6 1 9 7 1 O T 0 0 . 9 5 9 1 6 1 9 1 0 r R K 0 0 2 9 8 4 3 . 7 3 . . aza R E 2 2 0 . 9 6 3 . 7 . 3 8 1 6 . 9 0 i B 6 4 0 0 1 . 7 9 8 6 9 5 9 . 0 9 ul P R 5 1 . 2 0 0 9 . 5 . . 1 .6 4 9 0 0 tha K C . 7 8 0 0 9 9 . 1 9 9 9 8 4 8 2 1 7 2 Sir 2.0% 0 0 . 0 2 . 9 9 1 9 8 9 1 9 1 .4 . 9 .0 12 E O S T 0 . 0 2 0 1 1 9 . 1 1 .2 9 8 9 9 1 0 9 .6 6 9 1 2 L3 5
L1 0 9 2 1 0 1 9 5 6 9 7 9 9 0 7 9 . P W I 4 0 2 2 9 9 . . .6 7 8 1 1 2 6 . 9 9 O . 2 1 1 8 8 8 . 1 1 0 9 1 9 O 0 9 9 9 8 . 5 . 9 1 N 0 1 1 9 9 6 . 0 1 L 2 4 1 1 9 2 9 0 1 0 . 9 2 S . 5 1 9 1 :
1 0+20 9 1 0 .1 1 BC-1 0+00 5 2 2 3 9 9 8 0 5 2 7 6 5 1 5 6 1 0 0 4 1 2 1 .6 .3 .8 .6 .6 .5 .1 .8 .7 .6 .6 .5 .6 .7 .8 .0 .1 .3 .5 .0 .9 . 0 0 0 9 9 9 9 9 8 8 8 8 8 8 8 8 9 9 9 9 0 9 5 2 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 9 7 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 7 1 2 . 6 0 9 . E6 5 . 4 9 9 8 3 8 4 9 7 0 1 9 . 6 7 . 9 6 2 5 . 1 0r C 3 . . 9 . 7 8 9 .3 0 a0 6 9 9 9 1 9 8 . 7 0 0 z 2 4 . 9 9 5 9 8 . . 9 0 3 a 4 0 9 1 1 1 . 1 8 9 9 1 2 7 B - 3 . 5 8 8 9 9 1 . 2 . li 8 . 0 9 6 9 9 1 9 1 0 .7 0 u 1 .7 0 0 9 7 1 4 . . 1 0 0 a 0 4 2 6 6 .5 9 9 7 1 1 2 0 2 h 0 2 9 . . 9 9 9 0 ud 0 . 9 9 9 1 . .6 SUBGRADE (t=30cm) 2 D 2 9 9 9 9 1 9 9 0 9 1 1 1 9 9 .6 1 1 1 0 9 0 4 0 0 5 2 . 2 . . L2 0 9 0 1 L4 0 0 .7 8 0 2 0 2 1 2 MECHANICAL STABLE SUBBASE (t=30cm) 0 . 2 4 1 7 0 6 7 . 2 .2 9 .7 0 0 .6 9 0 0 9 1 5 9 2 2 9 3 .6 0 1 1 8 6 . 7 7 . 9 8 0 8 1 . 9 5 6 8 9 0 . 9 9 8 . 5 1 2 0 .5 5 0 1 . 8 . 0 0 .4 9 .8 9 9 8 7 9 1 9 9 9 2 2 3 0 1 4 9 6 1 1 1 . 2 2 0 . 7 2 9 . 0 . 2 1 7 .6 1 9 0 1 0 . 9 9 2 0 5 2 9 9 1 9 2 4 9 1 .7 9 1 . 1 9 9 .0 9 1 8 9 Note:The details around abutments including the lengths of L1, L2, L3 and L4 . 6 0 .6 0 0 2 .5 1 0 0 .3 1 9 2 2 1 0 9 0 2 1 2 4 7 4 T 0 8 2 6 1 . . . . 9 1 8 9 will be determined based on the actual site condition. The contractor a 7 9 0 9 6 9 1 2 1 . 1 4 lk 8 6 .0 9 .4 0 3 h 1 9 0 8 0 9 2 . .9 9 1 4 9 9 9 a .0 .3 7 9 9 9 has to prepare the shop drawings for the shape and dimension of 1 . 1 1 9 0 9 K 1 9 2 0 7 9 0 .6 4 7 7 6 1 . 4 1 .2 .7 6 . h 9 2 0 1 9 . 9 9 . 2 0 9 9 9 o 1 0 2 1 9 1 0 1 la 2 embankment slopes, retaining walls and other structures necessary to
3 2 7 . .1 0 9 2 0 9 7 1 2 . 6 complete the works based on the site condition for approval of the 1 8 . 9 8 0 1 9 2 4 1 .7 . 8 0 9 0 1 2 engineer. No claim except adjustment of quantities shall be made by this adjustment.
DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-8 GENERAL VIEW OF TALKHA KHOLA BRIDGE SITE NO. 5-8 AS SHOWN 12 LOT - 5 RIVER NAME TALKHA KHOLA 5-7 GENERAL VIEW OF KANTAWA KHOLA BRIDGE TYPICAL CROSS SECTION S=1:100 0 00 .00 0.0 +0 PROFILE S=1:400 +5 SUPERSTRUCTURE o.0 o.0 N N 4500 Dakaha 50000 Katari 250 4000 250 110 80 24880 80 24880 80 340 24200 340 340 24200 340 VCL=10 P.H VCR=100 S Si ite te 105 B N Bo N 2.00% 2.00% or o ▽ re o.5 e .5- 104.500 H -7 Ho 7 o le le N No o. .2 1 CL F M F M
0 1020304050 1500 100 1000 H.F.L=99.59 8000 8000 0 1020304050 7200 8500
95 1050 2400 1050 5000 4500 1300
5500 SUBSTRUCTURE S=1:200 DL=90 A1 ABUTMENT LEVEL GRADE L=86.00m 4500 104.500 102.150 104.500 250 4000 250 PROPOSED 104.500 HEIGHT 104.500 104.500 104.500 104.500 104.500 104.500 102.150 103.342 104.375 2.00% 2.00% GROUND HEIGHT 100.37 100.08 101.59 104.50 102.10 101.09 100.55 98.50 100.61
STATION A1 P1 A2 0- 6.164 0- 0+ 0.000 0+25.000 0+50.000 0+55.112 0+76.000 0-33.500 0-21.576 0-10.000 7000
CURVE R=50.000 R=100.000 R= L=15.412 R= L=20.888 8000 ELEMENT L=11.924 L=61.276 SUPER ELEVATION 1000
PLAN S=1:400 100 4500 88 99. 99.28 97.33 96 98.79 1 98.89 104.74 98.53 98. 101.50 101.95 99.56 42 100.72 107.49 P1 PIER 98.35 97.92 98.4 5 107.61 108.47 99.69 98.39 EP 4500 99.59 99.30 00.68 99.48 97.25 105.05 99.52 99.80 107.99 99.71 100.78 106.34 99.58 99.64 100.04 0 00 99.81 0 .0 102.91 108.3 0.0 97.91 50 107.74 0+ 98.45 0+ o. 98.7 98.52 o. N 99.15 97.95 0 N 1000 99.86 99.88 98.89 1 99.71 07.13 99.78 100.14 99.68 50000 107.46 400 400 100.06 106.48 100.04 97.73 80 24880 98.60 80 24880 80 106.68 100. 32 340 24200 340 340 24200 102340.49 97.80 102.50 03 99.95 100.16 100.24 105.85 99.86 99.82 99.00 108 100.06 100. 99.98 98.79 98.61 104.66 07 100.10 99.53 108.2 100.02 98.77 98.79 97.94 105.20 6200 100.14 97.99 105.16 105.19 8500 101.80 99.99 100.11 99.16 98. 98.21 98.80 98.60 100.52 105.14 106.85 99. 99.88 07 98.62 98.6 99.20 102.69 89 99.86 1001.2050.24 97.74 5 104.74 103.99 100.25 97.98 105.03 104.25 105.28 100.33 D 100.65 103.25 650 3700 650 ak 99.48 104.39 a 98.89 100.02 101.69 1 ha 99.31 03.29 102.17
98.69 101.82 0
- 100.24
2 100 99.09 tari
0 100.18 100.02 .04 Ka . 100.49
1 0 100.24 00.78 99.04 0 0+40.0 1 0+0.0 0+20.0 00.93 99. 99.33 1300 54 9 + 8.35 1 100.47 6 104.23 04.30
100. 0 100.59 35 99.22 99.42 100 9 9 . 103.05 104. BH-1 9.13 BH-2 8.53 0 98.58 103.24 5000 99.16 101.69 4 98.45 99.00 5000 99.26 101.80 100.52 100. 105. 98.70 43 103.73 24 99.60 107.55 1 100.41 99.27 104.82 00.40 100.27 100.32 100 100.43 99.08 99.58 APPROACH ROAD S=1:200 100. .51 99.44 K 100.54 100.33 22 99.20 100.38 a 99.34 99.39 9 98.77 n 99.2 9.13 98.79 t 1 a 500 4000 500 DELINEATOR w 100.29 99.03 99.14 103 106.04 99.16 a .21 S 100 1 100.69 98.66 99.12 L .63 02.38 99.00 N O 100.47 98.40 K O 100. 100.08 107.14 I P 21 100.86 h T 100.57 100.37 101.04 99.02 C E 101.02 101.01 o E C PR 99.46 l T L W a O O 99.00 107.29 R KS O T 99.63 P R 2.0 RK EC 100.85 108.33 E O % S T OP W IO 100 85 99 57 L 1 N S :1 Note:The details around abutments including the lengths will be determined based on the actual site condition. .5 The contractor has to prepare the shop drawings for the shape and dimension of embankment slopes, retaining walls and other structures necessary to complete the works based on the site condition for approval of the engineer. SUBGRADE (t=30cm) No claim except adjustment of quantities shall be made by this adjustment. MECHANICAL STABLE SUBBASE (t=30cm) DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-7 GENERAL VIEW OF KANTAWA KHOLA BRIDGE SITE NO. 5-7 AS SHOWN 13 LOT - 5 RIVER NAME KANTAWA KHOLA 5-9 GENERAL VIEW OF PIPRAHI KHOLA BRIDGE
PROFILE S=1:400 0 00 .70 S=1:200 0.0 14 TYPICAL CROSS SECTION 410 .0+ .0+ No No
Dudhauli Bazar 14700 Sirthauli Bazar 405 350 2@7000=14000 350 Side wall Intermediate wall (Abutment) (Pier)
400 PH=400.500
700 H.F.L=398.21 700 4500 VCR=100 4800
5600 VCL=10 250 4000 250 600 SH=395.700 395 2000 2000 800 100 14700 PH=400.500 DELINEATOR DL=390 DELINEATOR 2.000% 2.000% i=10 LEVEL L .000 GRADE =13. % L=46.800m 200m 250 400.500 400.500 399.180 740 740 PROPOSED 700 400.500 HEIGHT 400.500 400.500 400.500 400.500 400.500 400.500 400.375 399.803 399.180 4060 5600 4500 GROUND 4500 400.21 399.99 397.76 397.84 398.18 398.20 399.03 HEIGHT 400.50 398.58 399.18 SH=395.700 800 STATION 100 0-28.271 BC-1 EC-1 EC-1 BC+1 EC+1 0-20.000 0+0.000 0+19.744 0+20.000 0+31.673 0-18.375 0+14.700 0-22.100 0+24.700 0+37.900 100 4500 100 8 CURVE R= 8 R=15.000 R= 8 R= 20.000 R= ELEMENT L= 9.896 L=38.119 L= 11.929 L=6.227 SUPER ELEVATION
PLAN S=1:400
39 54 7 99. APPROACH ROAD S=1:200 5 1 3 02. 1.2 0 4 40 00 70 09 41 0 . 98. 97. 0. 14 2 3 3 + + 3.0 40 .0 .0 o o .82 N N 97 83 3 3 6 99. 8.3 9.2 3 39 39 14700 500 4000 500 DELINEATOR 9 7.1 69 2@7000=1400039 6 01. 350 350 2.6 4 .25 S 40 78 96 N L 9. .26 3 7 O 39 97 8.2 IO P
0 3 39 T
1 3 E
03. C 4 7
29 E C P
8 7. 6 R .7 9 . T W
03 1 8 3 L O
4 6 .1.29 1 O S
7 7 8 7 7 2 O T
.6 9 3939 3 76 9.6 R K
03 2 2 8. 9 P R E
4 . 8 + 39 3 r 3 R C
18 4 . 8 2 .0 2.0% K 2 0
2. 0. 8 8.1 . 99 a E O S T
40 0 9 9 . 3 z
4 2 3 6 a P W IO
- 63 o O
6 = 8. = B N
7 0 11.929 9 L
. N
. L 19 3 L 1 19.744
2 8.375 i
0 l 4 S : o
.16 9 u 1
N 0 8 1 8 a .
39 98. h 5 =
0 .26 + 3 t
1 0 99 5 ir R
1 - . 3 7.5 7 C
.5 5 39 .1 42 7 S 3 8 E 40 C 39 98. 8.9 5 .77 1 3 39 9.5 00 E = .86 39 8 4 29 96 9.7 02. R 6 3 39 4 .31 8.4 0 5 SUBGRADE (t=30cm) 01 39 7.6 8.5 4 39 39 D 2 .92 BC+1 No.0+ BC+1 BC-1 No.0-1 BC-1 4 7 R= L= 38.1 . 0 R=20.000 L= 7 .3 9 L3 9 L1 7 3 5 MECHANICAL STABLE SUBBASE (t=30cm) u 3 39 32 9.9 d 98. 39 h 3 5 3 a 4 1.2 .06 4.3 6 u 9.9 40 02 40 3.2 l 39 0 4 0 40 i 9.4 87 4
B .68 39 99. 0 8 3 a 9 0+00 7 0
z 3 7.5 - 9
24 a 3 + . 2 01 r 63 4 2 8.
0 39 9 84 0 9.8 97. 39 .056 3 9 03. 7.2 8 4 39 .77 0.3 99 40 3 3 40 8 0 9 0.1 7 8.1 9.6 7 3 3 7 7 6 0 40 4 0 .2 21 3 6 0 6 39 7 .88 .74 8 39 7 6 0 6 .0 4.6 4.1 3.8 3.7 2.7 0.9 9.7 8.7 98 8. 7.4 7.0 7.3 7.6 8.4 98 98 9.3 .98 9.7 9.7 55 0.4 1.7 02 .14 40 40 40 40 40 40 39 39 3 39 39 39 39 39 39 3 3 39 99 39 39 00. 40 40 4 02 3 3 1 4 4 TP TP L2 0 67 .L4 3 8. 1 7 97 39 0 1.7 2.2 2 3 9.9 40 40 2 8.9 39 0.8 39 40 8 8 .4 05 33 .0 97 98. 00. 98 3 .62 3 .88 4 7 3 97 99 0.7 3 3 7 40 0.3 6 40 7.7 .34 39 8 00 3.6 4 6 40 6 .06 8 9.3 98 1 0.3 39 37 3 .8 54 40 98. 98 9. 3 9 3 .26 3 39 1.4 86 4.8 7 2 97 40 2. 40 6 2.0 .6 3 40 3.3 40 97 6 40 3 3.9 3 4 40 5 7.6 1.4 1.8 39 40 40 5 0.7 40 0 Note:The details around abutments including the lengths of L1, L2, L3 and L4 0.4 40 .49 75 02 97. 1 4 M1 1 3 9.1 .88 B .53 4 7.3 39 98 8 will be determined based on the actual site condition. The contractor 00 0 3 7.9 39 3 0.6 4 4 9.1 8.6 39 40 1.6 3 39 39 40 .40 4.5 03 40 4 .66 has to prepare the shop drawings for the shape and dimension of 6 03 5 .1 4 2.7 05 40 a 27 l 61 02. 38 o 01. 3 4 01. 4 2.4 2 embankment slopes, retaining walls and other structures necessary to 4 55 h 40 3.1 0. 1 .85 40 40 K 7.9 98 i 39 3 h complete the works based on the site condition for approval of the ra ip 63 03. P .00 4 97 54 engineer. No claim except adjustment of quantities shall be made by 3 99. 3 3 0.5 9 40 8.4 39 this adjustment. .71 54 01 00 4 DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-9 GENERAL VIEW OF PIPRAHI KHOLA BRIDGE SITE NO. 5-9 AS SHOWN 14 LOT - 5 RIVER NAME PIPRAHI KHOLA 5-5 GENERAL VIEW OF THAKUR KHOLA-4 BRIDGE
PROFILE S=1:400 TYPICAL CROSS SECTION S=1:200 0 40 .00 0.8 510 0 3 .0+ .0+ No No Side wall Intermediate wall 20 30800 20 (Abutment) (Pier) 505 400 3@10000=30000 400
Way to Dakaha 4500 500 PH=500.400 250 4000 250 M H H.F.L=498.500 H M 2000 2000
VCR=100 4600 VCR=100 VCL=10 5600 1200 600 SH=495.800 600 1200 VCL=10 495 PH=500.400 1000
100 DELINEATOR DELINEATOR 33640 2.000% 2.000% DL=490
% i=1 940 000 LEVEL 0.00
. 900250 =10 0m L=1 0% GRADE i 3.55 L=50.840m 8.17 94020 L=2 0m 500.400 500.400 498.583 498.045 20 4500 3660 PROPOSED 5600 4000 500.400 500.275 HEIGHT 499.400 500.275 SH=495.800 GROUND 1000 100 497.43 HEIGHT 498.05 498.045 498.53 498.58 598.583
STATION 100 4500 100 0+20.000 0-10.000 498.52 0+40.0000+40.840 498.51 498.54 500.313 0-33.550 0+0.000 498.32 500.400 0+59.010 0-20.000
CURVE R= ELEMENT L=92.560 SUPER ELEVATION APPROACH ROAD S=1:200
PLAN S=1:400 500 4000 500 DELINEATOR S N L O O 91 I P 3 2 498.2 .524 T E 49.8.3269 498.49 498 7 C 497 7 498.05 1 E C P 498.15 498.15 T L W RO 5 O S O 497.75 R K R TE 1 P R C 497.40 E O 2.0% KS T P W IO 6 O N 498.05 SL 1 41 6.793 7.148 :1 497.9 0 49 49 40 .5 0 497.986 8 .0 496.377 0. +0 +3 .0 497.972 .0 No No 498.185 SUBGRADE (t=30cm) 498.420 498.367 .320 .860 98.594 98.622 497 497 4 4 110 498.252 MECHANICAL STABLE SUBBASE (t=30cm) 00 16 67 498. 20 497.722 20 8.262 8.369 498.0 498.1 498.2 0 30800 49 49 .887 069 498.12 .567 497 10 498. 497 498.3 498.289 498.35319 400 3@10000=30000497.183 400 49 498.133 8.706 49 46 497.9 497.145 98.118 497.173 4 497.816
9 498.215 498.35 3 3 .290 .180 38 48 498.23 498.05 497.432 7.257 497 33 98 8.6 .0 L1 9 497.9 4 49 .036 498 8.408 4 7.944 98.440 497.912 498 49 498.215 L3 49 4 80 65 23 498.716 4 8.651 498.4 498.5 498.6 498.456 .545 .440 497.76 8.505 49 77 .122 498.588 498 497 49 498.830 82 498.4 498 498.5 498.489 ° 0+40 0+20 0+00 0 0-20 7 86 437 95 432 498.0 498.337 98.557 498.651 98.550 98.459 98.100 97.729 97.362 497. 497.392 497.7 498. 498.609 4 4 4 4 4 4 498.679 498.622
97 498.0 62 8.415 6 .724 498.474 71 498.5 49 98.539 498.36 498.320 97.419 87 497 498.4 4 .650 4 497.3 97.387 .636 4 7.990 23 20 26 97.809 497 4 497 497.81 49 12 497.7 498.5 4 497.8 4 63 15 498.4 98.517 97.735 498.02 497.8 498.2 43 4 498.328 498.620 4 497.691 2 03 498.1 497.72 498.6 498.381 497.939 498.623 T
9 L4
4 L2 497.5 64 h .961 97.577 497.2 a 497 7.980 497.991 4 k 498.028 49 u 0 7 r 498.59 6 498.29 498.594 5 -4 8 498.57 8.62369 497.67 97.447 497.467 7.831 498.54 49 .893 98.321 4 K 49 497 4 h 232 6 65 82 498. 497.61 497.6 7.658 498.4 o 49 .415 8.246 la 498 49 498.369 Note:The details around abutments including the lengths of L1, L2, L3 and L4 309 6664 498. 97.962 .834 498..6 2 .541 4 498 498.57 498 97.031 497.532 498.282 4 will be determined based on the actual site condition. The contractor 98.188 5 4 5 498.78 498.73 29 98.054 .397 1 498.2 4 406 72 498 498.23 7.451 has to prepare the shop drawings for the shape and dimension of 498. 498.4 98.664 49 498.074 98.492 4 .323 4 498 498.198 embankment slopes, retaining walls and other structures necessary to 9 498.207 498.74 8.323 .834 8.526 49 498 49 497.523 complete the works based on the site condition for approval of the 498.248 497.334 engineer. No claim except adjustment of quantities shall be made by 290 498 this adjustment.
DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FORTHE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-5 GENERAL VIEW OF THAKUR KHOLA-4 BRIDGE SITE NO. 5-5 AS SHOWN 15 LOT - 6 RIVER NAME THAKUR KHOLA-4 5-4 GENERAL VIEW OF THAKUR KHOLA-3 BRIDGE TYPICAL CROSS SECTION PROFILE S=1:500 S=1:200
515
510
505
PH=500.500 500 M H F M M H H H M M DELINEATOR 1200 800 800 1000 800 800 800 1200 7500
495 SH=494.500 8700 SH=493.000 1200 100 490 23220 7100 43320
DL=485
0% i=10 .00 LEVEL L .00 i=10 m =18 0% GRADE .400 L=90.840m .10 =24 0m 498.690 498.060 L 500.500 500.500 PROPOSED
HEIGHT 498.060 499.500 500.375 500.500 500.500 500.500 500.500 500.413 500.375 498.690 GROUND 496.24 496.31 497.61 497.65 498.69 498.06 498.00 498.00 HEIGHT 497.94 494.85
STATION 0+98.940 0-34.400 0+20.000 0+60.000 0+80.000 0+80.840 0-20.000 0-10.000 0+0.000 0+40.000
CURVE R= 8 ELEMENT L=133.340 SUPER ELEVATION APPROACH ROAD S=1:200 PLAN S=1:500
496.60 497.19 497.17 500 4000 500 DELINEATOR 497.06 495.54 496.26 S 494.35 0 N LO 00 84 498.86 IO P 497.270 495.62 . 497.37 T E 0497.66. 494.55 70 C P 497.13+ + E C .0 496.04 .0 497.28 497.27 T L W R O497.70 O O S O OT 497.10 N 494.33 494.69 497.02N R K R E P R 2.0% K C 497.40 498.6 PE O S T 497.41 O W IO 20 70800 20 L 1 N 497.31 S :1 496.44 .5 497.33 400 2@10000=20000 10000 4@10000=40000495.37 496.02 497.07 400 496.63 496.48 495.58 497.22 498.70 494.58 497.41 497.43 494.39 497.35 497.73 497.29 SUBGRADE (t=30cm) 497.22 497.73497.25 496.95 497.44 497.43497.44 MECHANICAL STABLE SUBBASE (t=30cm) 497.47Way to Dudhauli Way to Dakaha 498.00 499.32 497.64
497.90 495.70 L3
497.52 L1 497.62 496.39 497.47 497.42 497.65 498.24 497.43 496.93 497.25 497.92 498.36 495.96 494.94 498.36 498.12 498.04 497.84 496.97 496.55 498.7 497.99 497.97 498.05 0+60 0+80 0-20 0+00 0+20 0+40 495.66 496.49 498.04 497.97 498.00 497.86 497.34 496.54 495.68 494.84 494.60 494.87 495.38 495.83 496.56 496.76 496.86 497.69 497.79 498.32 49 497.99 497.27 497.59 498.19 498.40498.39 498.28 495.96 494.90 498.77 498.16 498.04 497.95 497.91 497.83 497.05 496.68 497.97 497.71 497.26 497.65 497.30 497.65 496.93 496.92 497.15 496.93 496.96 496.96 496.74 494.80 L2
497.25 496.58 L4 497.54 497.76 497.74 496.12 496.94 495.18 498.00 497.28 497.06 497.11 496.85 497.05 497.66 497.10 497.14 496.98 495.32 495.49 497.20 498.79 497.65 497.62 497.05 497.41 497.45 497.51 497.67 497.63 496.10 496.79 496.85 Note:The details around abutments including the lengths of L1, L2, L3 and L4 496.13 495.00 will be determined based on the actual site condition. The contractor 496.92 495.31 495.64 496.17 499.05 497.20 497.94 has to prepare the shop drawings for the shape and dimension of 497.43 497.89 embankment slopes, retaining walls and other structures necessary to
497.85 497.90 complete the works based on the site condition for approval of the 497.20 496.77 497.85 497.33 496.77 497.91 497.91 497.09 497.00 498.21 TP6 496.27 engineer. No claim except adjustment of quantities shall be made by 497.53 495.38 497.53 497.51 this adjustment.
DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FORTHE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-4 GENERAL VIEW OF THAKUR KHOLA-3 BRIDGE SITE NO. 5-4 AS SHOWN 16 LOT - 6 RIVER NAME THAKUR KHOLA-3 5-3 GENERAL VIEW OF THAKUR KHOLA-2 BRIDGE
PROFILE S=1:500 TYPICAL CROSS SECTION S=1:200 0 00 .70 0.0 21 .0+ .0+ No No
21700 350 3@7000=21000 350
600 600 5200 VCR=100 6000 700 700 VCL=10 SH=495.500 800 100 21700
00% 10.0 LEVEL i= 00m L=41.700m 26.9 498.010 L= 500.700
R= 8 L=69.096 APPROACH ROAD S=1:200
500 4000 500 DELINEATOR 2.000% S N L IO O T PE EC C P T L W RO PLAN S=1:500 RO S O T P RK R E E O 2.0% K C P S TI 3 6 9 4 W O 33 7. 9 4 O N 7. 49 3 4 L 1 49 .48 .1 S : 97 97 1 4 4 4 .5 8.4 49 7 7.9 6 49 8.2 .84 49 .77 97 97 4 9 2 4 .7 8.4 9749 45 0 0 SUBGRADE (t=30cm) 0 4 8. 8.1 0 0 49 49 .7 18 .0 1 7. 09 0 2 49 7. + + 27 49 .55 MECHANICAL STABLE SUBBASE (t=30cm) 7. .35 .0 7 .0 9 7 8 o 49 o 4 49 6.8 N .49 N 49 98 .30 713 4 1 98 7.76. 0 .0 4 4949 8.3 98 49 7 4 8.4 21700 49 350 3@7000=21000 350
2 10 .3 4 6 7. 98 2 5.12 6.7 9 4 .9 .31 7.7 9 4 97 0 7 4499 4 4 .0 49 .54 98 97 4 58 1 4 7. .2 .59 2 49 97 8 4 53.1 4 49 6.5 89. 8 11 7.998 494 8. 49 4 49 4 8.1 8 5 49 8.2 8.3 49 Way to Piprahi 49 9 .00 3 .6 L1 0 97 7.5 97 7.3 4 49 4 49 L3 3 2 8.5 6 10 39 .3 9 8.0 04 8. 1 7. 97 4 Way to Dakaha 9 8. 49 .6 49 4 6 4 49 97 .3 4 98 5 O 4 .5 LL 7 04 98 74 33 53 29 03 37 .84 98 52 E 8.2 46 16 8. 7. 7. 7. 7. 7. 7. 7. 7 4 8. Y 7 9 8. 8. 9 9 9 9 9 6 9 9 9 49 49 .3 4 8 9 9 4 4 4 4 4 .5 4 4 4 8 .3 4 435 97 2 .35 49 98 7 8. 4 7.4 8 4 8.5 9 2 9 49 9 4 .5 6 2 4 4 91 .34 97 .5 .6 .24 .92 25 49 0 7 7 1 7. 7 4 97 97 7 6 7. 3 7. .2 .4 .3 6 .1 9 49 4 4 49 49 9 .5 9 98 98 8 8.0 98 4 4 97 4 4 4 49 49 4 4 .23 98 4 .40 9 L4 4 98 50 .3 .4 4 8. 98 L2 7 51 98 9 4 8.5 8. 4 4 9 49 1 4 8 8.1 8.3 49 49 5 7.5 49 7 .0 42 .94 5 2 7597 5 8. 7 7.3 .1 6. 4 .4 31 49 Note:The details around abutments including the lengths of L1, L2, L3 and L4 49 9 7 49 97 7. 4 4 49 4 49 .5 T 97 4 4 8.2 0 h 49 .6 0 98 .6 4 8 51 will be determined based on the actual site condition. The contractor a 4 8 .6 .5 . 9 8 8 98 449 49 4 8 k 49 u .47 r 98 has to prepare the shop drawings for the shape and dimension of 4 K h .04 3 98 .3 o 4 19 98 68 embankment slopes, retaining walls and other structures necessary to 8. 4 l 8. 49 a 49 .65 7 24 8 .25 4 71 4 5 49 7. 7.1 7 .6 8. 8.5 7.4 49 9 49 97 49 9 complete the works based on the site condition for approval of the 9 4 4 .59 5 4 4 7 .3 66 49 97 7. 4 49 7 8.7 49 engineer. No claim except adjustment of quantities shall be made by 5 8.77 498.5 3 9 8.7 this adjustment. 4 6 49 8.7 49 4 DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-3 GENERAL VIEW OF THAKUR KHOLA-2 BRIDGE SITE NO. 5-3 AS SHOWN 17 LOT - 6 RIVER NAME THAKUR KHOLA-2 5-2 GENERAL VIEW OF THAKUR KHOLA-1 BRIDGE
PROFILE S=1:500 TYPICAL CROSS SECTION S=1:200
510 400 80000
505 Way to Piprahi, Dudhauli Way to Dakaha PH=501.900 500 H.F.L=500.000 DELINEATOR PH=501.900 DELINEATOR
6200 2.000% 2.000% SH=496.500 495 1200 100
33220 7100 43320 100 490
DL=485
i=- 000% LEVEL 10.0 10. L= 00% GRADE i= 00m 21.5 31.5 L=100.840m 00m 501.900 501.900 498.750 L= 499.750 SH=495.700(496.500) PROPOSED
HEIGHT 498.900 501.900 501.900 501.900 501.900 501.900 500.984 499.750 GROUND 498.73 498.40 500.900 498.42 498.13 497.50 497.26 498.67 499.67 499.75 499.69 501.775 498.75 498.750 498.35 499.690 498.47 500.290 498.34 501.572 HEIGHT 498.45 501.775
STATION 1+0.000 0+0.000 BC-2 EC-1 BC-1 0-41.500 0-40.000 0-20.000 0-10.000 1+12.340 0+80.000 0+90.840 0+20.000 0+40.000 0+60.000
CURVE R=30.000 R= R=15.000 R= ELEMENT L=9.400 L=6.000 L=13.000 L=125.440 APPROACH ROAD S=1:200 SUPER
ELEVATION 2.000% 500 4000 500 DELINEATOR S N L IO O T PE PLAN S=1:500 EC C P T L W R O S O O R K R TE
498.57 k P R
499.01 498.20 a 499.37 E O 2.0% K C h S T
T 499.75 P W IO 498.24 497.09 497.38 O N 3 L 1 496.9 499.26 S :1 498.76 499.59 .5 498.745 498.02 449988.7.136 Wa498.6 497.76 y to
P 499.40 T P / i 1 pr 497.43 A ah 498.86 497.38 SUBGRADE (t=30cm) 498.57 i, 498.67 498.23 99.77 Du 5 4 d 499.0 98.46 ha 4 97.53 uli 4 499.79 MECHANICAL STABLE SUBBASE (t=30cm) 2
0 2 497.27 498.240
498.80 0 497.14 497.0 4 8 0 97.7
498.78 .0 4 0.
- 498.16 0 8
.68 4 + + 98 T 4 P 9 4 0 3 ( .7 .5 .6 Y 98 99 99 M 4 4 4
) 0 498.15 499.809 499.9 0 . 499.57 No No. 498.69 449987.7.942 498.32 498.39 498.65 497.93 20 497.43 80800 498.55 20 498.63 498.35 498.44 499.69 9 99.63 499.6 400498.15 80000 497.45 400 4 499.56 499.63 499.79 .44 497.21 498.71 498 2 498.7 498.81 9 497.40 498.27 3@10000=30000498.8 10000 4@10000=40000 496.96 499.89 498.75 498.00 497.76 498.83 498.00 497.88 497.96 498.14 497.92 .50 498.46 497 498.45 497.52 498.59 99.81 497.45 498.89 4 499.60 499.62
499.64 499.91
0 497.29
- .58 497.18 2 498
498.50 497.14 0 1+00 0+00 0+20 0+40 0+60 497.32 498.01 0+80 99.14 498.14 Way to Dakaha
498.28 498.92 498.34 4 .11
49489.88.318 499 498.15 TP1 (YM)
499.04 3 0 0 0 0 .22 N 500.0 498.90 498.56 498 2 499.63
98.56 0
4 498.17 498.88 0 499.71 3 0 0 0 0 N .52 1 .77 2 497 498.1 499 498.15 497.42 E 0 499.39 499.73
499.87
498.61 5 497.70 3 0 0 0 0 N .13 498 2 497.29 497.27 498.66 499.99 E 2 1 499.2 499.80 0 498.18 499.12 0 498.42 499.61
E 499.04 98.96 Note:The details around abutments including the lengths 498.72 4498.44 499.22 497.74 498..4259608.03 .59 2 497.57 499.67 498 498.2 la 498.21 498.30 497.39 will be determined based on the actual site condition. The contractor 497.80 497.24 98.32 49 497.77 4 99.19 8 4 .78 ur Kho 497.4 499 has to prepare the shop drawings for the shape and dimension of 498.21 499.00 .04799.23 498.56 498.29 498 499.69 498.29 embankment slopes, retaining walls and other structures necessary to Thak 497.37 497.74 498.47 498.31 497.36 499.60 497.57 499.31 499.85 complete the works based on the site condition for approval of the 44998.1.743 497.59 498.12 .69 497.91 499 499.56 engineer. No claim except adjustment of quantities shall be made by 499.69 498.09 this adjustment. 498.21498.25 99.75 497.90 4 499.64 DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-2 GENERAL VIEW OF THAKUR KHOLA-1 BRIDGE SITE NO. 5-2 AS SHOWN 18 LOT - 6 RIVER NAME THAKUR KHOLA-1 5-1 GENERAL VIEW OF TAMORNI KHOLA BRIDGE
PROFILE S=1:500 TYPICAL CROSS SECTION 0 00 .70 0.0 42 .0+ .0+ No No S=1:200
42700
310 350 42000 350 2@7000=14000 7000 3@7000=21000
305
PH=302.400
300 M F M M H.F.L=300.00 700 600 800 900 600 600 700 5300 6100 6100 SH=297.100 6900 VCR=100 SH=296.300
800 VCL=10
295 100 VCL=10 800 100 15750 22800
DL=290
i= 00% LEVEL 10. 10.0 m L= 000 GRADE i= .600 L=62.840m 30.0 % =29 00m 299.400 L 302.400 302.400 299.440 PROPOSED HEIGHT 301.400 302.290 302.275 302.400 302.400 302.400 302.275 301.684 299.684 299.400 GROUND HEIGHT 299.11 299.29 302.191 299.11 301.430 299.44 299.440 299.30 299.730 299.29 298.50 298.74 299.23 302.400 299.25 299.36
STATION BC+1 EC+1 0+82.840 EC-2 0-20.000 EC-1 0-10.000 BC-1 0+0.000 0+20.000 0+40.000 0+52.840 0+60.000 0+80.000 0-39.600
CURVE R= R=20.000 R=20.000 R= R=20.000 R= ELEMENT L=2.900 L=17.000 L=10.000 L=57.000 L=7.000 L=28.540 SUPER
ELEVATION 2.000%
PLAN S=1:500
7 7 299 .74 0 S=1:200 00 298 70 APPROACH ROAD .0 .43 2. +0 +4 29 2 0 29 0 9.8 99. .29 8.6 . 1 13 o 8.8 3 o 2 2 N 3 298 N 99.99. 29 .40 91 43 9.1 29 299 0 9. .82 10 29 500 4000 500 9.1 2 2 9 298 42700 99 99 2 DELINEATOR .65 298 .33 .33 298 .80 299 .14 298 .44 29 29 29 29 .85 9.3 S 8.4 7.8 8. 6 S L 29 350 7 42000 3 35020 K O
9.7 2
9 98. R P
65 N E
2 0 O 99 2 5 .8 2 982@7000=140002 70009 3@7000=21000 9 W P
1 99. 2 .86 8.4 C R 16 98 9 29 4 N L
2 2 .98 8.1 O 9 3 2 99 99. 7 0 IO T
.74 00 99. .14 07 . 2 0 E
04 5 CT C E 2.0% TE TI 29 O 2 8.0 298 O N 97. 2 .21 R 299 92 P W .07 2 298 2 300 98. .76 299 99 29 E 1 O .11 29 29 2 13 .12 .51 9.3 299 299 R 2 9.4 9.0 98. 9 .37 .34 P :1 99. 299 5 3 81 29 O . K 80 29 .21 2 8.5 29 L 5 S 30 9.2 98 2 0 9.3 0.0 3 2 299 3 .46 98 3 S 6 00. 99 .16 .01 02 .28 29 298 9.1 .91 L1 03 5 2 298 98. .68 298 81 .52 299 .07 29
8.8 0+20 1 0+40
0+00 2
N 99
0 .4
2 0 T 3 9 0 P 2 2 9.5 1 1(y 9 9 SUBGRADE (t=30cm)
299 299 6 299 2 ell 299 299 299 299 299 8.8 298 298 297 297 298 298 298 299 299 9.2 299 299 299 299 5 3 2 .76 .88 2 .69 99 ow) .13 .16 .09 .04 .12 .73 .20 .99 .84 .19 .74 .98 .19 .20 299 .47 .36 .36 .26
99 .12 .25 .51 0 300 0 TP
29 2.00 2 9.8 0 99 -
1 .39 2 E 0 MECHANICAL STABLE SUBBASE (t=30cm) 29 29 29 29 9.2 299 299 298 8.5 9.2 9.4 7 .25 .07 .78 2 8 3 2 2 98 29 99 298 29 .27 9. L2 . 7 2 23 299 2 19 .92 99 299 .30 99. .12 29 .41 29 30 29 2 24 9.0 9.8 0.0 29 9.4 99 299 7 8 1 9.4 2 1 .85 .89 7 99. 29 2 9 R B 1 .15 2
9 C
9. = 2 0 4 2
2 - 9 99 9.3 +
.27 1 9
8
N L 29 0 2 29 9.4 = 9 9 3 o 9 .1 .17 4
5 . 2 2 2 2 0 9 29 9 9 7 8 8 9 99. 9.2 29 299 .80 298 29 .22 .73 299 96 4 - 9 .0 .1 7. .6 . .1 5 9 53 3 2 9 7 9 0 2 9 299 99. .43 . . 7 96 0 6 7
0 2 0 99 0
.22
29 2
9 N 2 9
.24 0 98 9.7 Note:The details around abutments including the lengths of L1, L2, L3 and L4 0 .2 3 0 3 1 2
99. 4 63
29 5 9.7 will be determined based on the actual site condition. The contractor
30 299 2 0 29 0.0 29 29 .06 0 29 98 9.
5 9.2 2 9.1 8.9 .37 58 8 29 99 5 E 7 9.4 .23 300 2 .04 299 has to prepare the shop drawings for the shape and dimension of .95 29 9.2 2 299 6 98 .27 .22 embankment slopes, retaining walls and other structures necessary to 297 .74
298 complete the works based on the site condition for approval of the .22 298 .24 engineer. No claim except adjustment of quantities shall be made by this adjustment.
DRAWING TITLE: PROVINCE Sindhuli SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Dakaha-Sirthauli-Dudhauli-Katari OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 5-1 GENERAL VIEW OF TAMORNI KHOLA BRIDGE SITE NO. 5-1 AS SHOWN 19 LOT - 6 RIVER NAME TAMORNI KHOLA 13-6 GENERAL VIEW OF KHALTE KHOLA BRIDGE
PROFILE S=1:400 TYPICAL CROSS SECTION S=1:200
S ite Bo N re o.1 H 3- ol 6 e N o.2
0 1020304050 4500 250 4000 250 H.F.L=997.07 2000 2000
i= 00% 10. 2.0 LEVEL L 000 i=1 0m =17 % 0.00 L=40.840m .20 L=3 0m 995.900 997.780 999.500 999.500 998.714 999.350 999.500 999.375 998.690 100 997.71 997.780 997.61 998.584 994.54 995.900 996.24 999.500 997.58 998.300 998.49 999.500 0+30.840 BC+1 0+40.000 0+48.040 0-40.000 0-20.000 EC-1 0-10.000 BC-1 0+0.000 0+20.000
R= R=15.000 R= R=20.000 L=23.454 L=14.276 L=41.214 L=9.095
APPROACH ROAD S=1:200 PLAN S=1:400
500 4000 500 DELINEATOR S N L O O TI P C E E C PR OT L W O R KS O T P R R E E O 2.0% KS CT OP W IO L 1 N S :1 .5 0 00 .84 0.0 20 SUBGRADE (t=30cm) 46 0+ 0+ .5 o. o. 6 6 4
9 N N -1 27 MECHANICAL STABLE SUBBASE (t=30cm) 0 4. 1 =1 - L EC 5 =1
R 0-2.26 L=41.21 R= R= BC-1 L 1 L3
BH-2
L Note:The details around abutments including the lengths of L1, L2, L3 and L4 2 will be determined based on the actual site condition. The contractor
L
a 4 l
o has to prepare the shop drawings for the shape and dimension of
h
K
e
t embankment slopes, retaining walls and other structures necessary to
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a
h K complete the works based on the site condition for approval of the engineer. No claim except adjustment of quantities shall be made by this adjustment.
DRAWING TITLE: PROVINCE Sindhupalchowk SCALE DRAWING NO: THE PROJECT FOR THE IMPROVEMENT ROAD NAME Melamchi-Bhotang OUTLINE DESIGN OF RIVER CROSSING STRUCTURES OF COMMUNITY ACCESS IN NEPAL 13-6 GENERAL VIEW OF KHALTE KHOLA BRIDGE SITE NO. 13-6 AS SHOWN 20 LOT - 7 RIVER NAME KHALTE KHOLA