A1 Side A2 Side: Longitudinal Sectional Elevational On 'Xyz'
A1 Side A2 Side: Longitudinal Sectional Elevational On 'Xyz'
A1 Side A2 Side: Longitudinal Sectional Elevational On 'Xyz'
COP1
COP2
FOA2
FOA1
Ch.
Ch.
K
Ch.
E. DECK SLAB IN RCC M 30 DESIGN MIX,USING ISS SIZE HBG
Ch.
J K H H J
GRADED METAL.
20 F. BASE COURSE IN CC M15 NOMINAL MIX 1:2:4,USING 40mm
L ISS SIZE HBG METAL.
ROAD LEVEL AT G. APPROACH SLAB IN RCC M30 DESIGN MIX,USING ISS SIZE
CENTRE RL (+)104.075 75 75 HBG GRADED METAL.
300 to 395 H. RCC CRASH BARRIER PLACED OVER THE KERB (475x350) IN
BOD RL (+)103.250 150 630-750 E E
BOB RL (+)103.000 250 VIBRATED RCC M40 DESIGN MIX, USING ISS SIZE HBG
HFL RL (+)102.200 G F B HFL D 25 (sq.) D 25 (sq.) GRADED METAL.
25(sq.) I. PARAPET WALL IN M20 NOMINAL MIX 1:1.5:3,USING 40mm
RETAINING WALL 3000 3250 3000 3250 RETAINING WALL ISS SIZE HBG METAL.
TO BE CONTINUED A
TO BE CONTINUED J. WEARING COAT IN VIBRATED CC M30
TOF RL (+) 100.00 A K. USING IRC GRADED METAL,75mm UNIFORM tk.
800 L. PVC EXPANSION JOINT, 20mm tk.
M. GI DRAINAGE SPOUT, 100mm dia.
A 800 2500 2500
BOF RL (+) 97.500 A 900 C C
750 475
3500 DETAILED DRAWING-II.
SAFETY
1225
KERB
3080 14
1520 3000 RETAINING WALL
15 TO BE CONTINUED
6000 PS 1 :-
670 CL
EA
M
1. RETAINING WALL SHALL BE CONTINUED AT THE END OF
600 CL OF CARRIAGEWAY /
450 (in
sq. SYMMETRY
)
X
15 520
Y
169630
157 70
12
157 0
8
10820
188 80
201 0
9
214 60
10400
30
20690 1100
20090
19490 820
600 17790
SAFETY
150
KERB
475 750
1100
1225
410
475 140
230 300
P Z
U R Y
COP1 DESIGNED:
Ch.
K K
ROAD LEVEL AT 20 ROAD LEVEL AT
CENTRE RL (+)104.075 75 75 CENTRE RL (+)104.075
20 75 SB HIGHWA YS DEPARTMENT
BOD RL (+)103.250
300 to 395 L 630-750 BOD RL (+)103.250 E L 630-750
150
BOB RL (+)103.000 250 BOB RL (+)103.00 250 DRAWN:
HFL RL (+)102.200 G HFL F B HFL RL (+)102.200 HFL D 25 (sq.)
SS
3000 3250 820 3000 3250
A 25(sq.) 140 140 BRIDGE
C
300
420
DATE:
TOF RL (+) 100.00 600 1100 450 TOF RL (+) 100.00 300 300
2050 16-05-2022
800 1700 300 800
450 300
3100 800 2500 800 2500
150 150 450 300 2300 300
BOF RL (+) 97.500 3550 A
900 BOF RL (+) 97.500 2900 C 900 SCALE
DETAILED DRAWING I
4150 1:100 & 1:25 (45° RIGHT SKEW)
PROPOSALSKEW BRIDGE IN SKEW ALIGNMENT DRG. No.
LONGITUDINAL SECTION LONGITUDINAL SECTION 3 SPANS OF 7.6m (in sq.) [10.75m (in sk.)]clear / 8.42m C/C (in sq.) [11.91m (in sk.)] C/C EXPANSION
JOINT/ BRIDGE WIDTH 9.95m, CARRIAGE WAY 7.50m WITH 0.75m WIDE SAFETY KERB ON
OF ABUTMENT (in SQUARE) OF PIER (in SQUARE) EITHER SIDE AND 450mm RCC CRASH BARRIER ABOVE KERB @ ENDS AS RAILINGS. 01