Basavarajukodu Skew Slab bridge GAD_Dwg1.pdf

Typical GAD of skew slab bridge

1. 1 2 3 4 5 6 7 8
7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
CLIENT:
PROJECT: Construction of H.L.B on the R\/f P.V.R&B Road to
Andaleese(via) Perikipalem ,Tholeru on Basavaraju
Kodu Major Drain
TITLE : PLANS & LONGITUDINAL SECTION
SCALE : NTSDRG. NO : PR \/ WG \/ HLB \/ BASAVA \/ 001
DHARMA SASTHA CONSULTANTS &
STRUCTURAL ENGINEERS
101, Divya Srisai Residency,Allasani Peddana st.
Ashok Nagar,ELURU,West Godavari District
[email protected] : Ph: 9505986270
CONSULTANTS
DRAWN BY CHECKED BY DESIGN ENGINEER
1 2 3 4 5 6 7 8
LEGEND:-
R.C.L : ROAD CRUST LEVEL
M.F.L : HIGH FLOOD LEVEL
M.S.L : MAXIMUM SCOUR LEVEL
F.L : FOUNDATION LEVEL
L.B.L : LOWEST BED LEVEL
NOTES:-
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN
METRES.ALL DIMENSIONS OF BARS AND SPACING IN
MILLIMETRES
2. DO NOT SCALE THE DRAWING.ONLY FIGURED DIMENSIONS
SHALL BE CONSIDERED
3. LEVELS ARE INDICATED AT ALL SALIENT POINTS
%5,'*(,6352326(')256.(:$1*/(2)ƒ
5. IT IS PRESUMED THAT THE CONDITIONS OF EXPOSURE
ARE SEVERE AND HENCE M30 GRADE OF CONCRETE
ADOPTED FOR ALL RCC COMPONENTS EXCEPT PILES
6. FE 500 TMT BARS ARE ADOPTED FOR ALL RCC COMPONENTS
7. WEARING COAT OF 75MM THICK IS PROPOSED WITH MESH
REINFORCEMENT OF 6MM DIA BARS @ 200 C\/C BOTH WAYS.
PP‘%$566+$//%(3529,'('$7PP&&,1%27+
WAYS AT TOP & BOTTOM FOR APPROACH SLAB
9. EXPANSION JOINTS & DRAINAGE SPOUTS SHALL BE AS PER
MOST Dwg.No.BD\/1-69A OF MOST DRAWINGS
10. FOR HAND RAIL DETAILS REFER Dwg.No.SD\/304 OF MOST
DRAWINGS
11. SLOPE OF APPROACHES SHALL NOT EXCEED 1 IN 20
:((3+2/(62)PP‘0867%(3529,'(',1
STAGGERED MANNER @ 1m SPACING BOTH VERTICALLY &
HORIZONTALLY IN RETURN WALLS,ABUTMENTS &
Rtn.WALL
CLEAR COVER
S.NoCOMPONENT CLEAR
COVER IN
'mm'
1RAFT 75
2 ABUTMENT 40
3 BACKING
WALL
40
4RETURN
WALL
40
5 BED BLOCK 40
6 DECK SLAB 40
1
1
- OF ROAD
BOTTOM PLAN
3500
750
300
900
HAND RAILS
10000
+0.389
L.B.L
-1.211
M.S.L
+3.348
M.F.L
+5.161
R.C.L
+4.856
T.B.L
3200 975
APPROACH
SLAB
450
VRCC M30 RAFT
300
700
16900
-0.511
F.L
VRCC M30 DECK
KERB
TOP PLAN
10000
13279
7500
9770
3500
ƒ
GENERAL ARRANGEMENT DIAGRAM(LONGITUDINAL SECTION 1--1)
VRCC M30 DECK
VRCC M30
APPROACH
SLAB
VRCC M30
APPROACH
SLAB
RAFT
FOOTINGS
VCC M20
ABUTMENT
- OF ROAD
19168
10912
3118
9757
1st FOOTING
2nd FOOTING
ABUTMENT
2700
3150
3000
450
VCC M20
ABUTMENT
ƒ
HAND RAILS
KERB