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Approved plans and specifications
Plans and drawings: the text below has words only, no drawings.
NS 81.60
0.60
α ᵝ
CH
21
CH
8.
21
20
1.87
8.
0
61
0
2.0
7
CH
22
0
.00
0
CH2
1500W x 1200H
1500W x 1400H
1500W x 900H
1800W x 900H
3.00
50.8
10
LINK SLAB
CH2
7.42 4
RCBC
RCBC
RCBC
CH229.435
1
CH237.649
CH239.424
CH240.000
γ γ
2.00
2.00
EXIST BED SLOPE 1.6%
LAYOUT PLAN
1.882 3.645 2.000
WING WALL ANGLE
CONC ROAD @ CL RL83.139 ᵅ ᵝ γ
U/S ROAD EDGE RL83.176
D/S ROAD EDGE RL83.103 SKEW ANGLE Ø 15° 30° 0°
0.20 0.22 0.15
CONCRETE ROAD SECTION 2%>
LEAN MIX
BOX CULVERT CROWN SECTION EXPOSURE CLASS = B2
0.90
44
1.7 95
0.40
RL8 81
.5
VIP BASE SLAB U/S RL81.706 BASE SLAB @ CL RL81.669 RL
2%> P
BASE SLAB D/S RL81.633 VI
0.265
CAST INSITU BASE SLAB
0.15
0.60
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
0.15
VERTICAL CURVE RADIUS (m)
2%
VERTICAL GEOMETRY GRADE (%)
7.42
VERTICAL GEOMETRY LENGTH (m)
DATUM RL = 80.300
-0.069 81.677 81.746
-0.429 82.026 81.597
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.527
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:20, V 1:20 SECTION A DETAIL - TYPICAL RCBC SECTION
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers D
MICHAEL JONES TYPICAL CULVERT DETAIL SECTION
A1
OPERATIONAL WORKS
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