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Attachment 5 - Documents referenced in conditions
Attached to the e-mail 2505-45871 SARA Response with conditions - OPW25/0072.
NS 81.60
0.60
α ᵝ
CH
21
CH
8.
21
20
8.
0
61
0
2.0
2.0
7
0
CH
22
0.0
00
CH2
3.00
1800W x 1450H LINK SLAB
1800W x 900H RCBC
50.8
1800W x 900H RCBC
10
CH2
47.4
21
Culvert crossing array must be made up
CH229.435
CH237.649
CH239.424
CH240.000
of a minimum of 6 x 1800 mm wide cells
with a combined aperture width of at
least 10.8 meters
0
2.0
1.88
α
EXIST BED SLOPE 1.6%
LAYOUT PLAN
At least one channel
150mm wide channel
1.882 3.660 1.882 is to be included in
0.280 the downstream road
0.280 WING WALL ANGLE
curb to ensure fish
U/S TOP OF HW RL83.281
CONC ROAD @ CL RL83.119 are not trapped on SKEW ANGLE Ø ᵅ ᵝ
0.275
D/S TOP OF HW RL83.208
U/S ROAD EDGE RL83.156 2%>
the roadway. 0 30° 30°
0.20 0.20 0.15
CONCRETE ROAD SECTION D/S ROAD EDGE RL83.083
LEAN MIX EXPOSURE CLASS = B2
BOX CULVERT CROWN SECTION
0.90
44 5
1.7
0.40
L8 1 .59
R
VIP BASE SLAB @ CL RL81.669 RL8
BASE SLAB U/S RL81.706 2%> P
BASE SLAB D/S RL81.633 VI
0.19
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
-0.067 81.677 81.744
-0.435 82.018 81.595
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
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 C
MICHAEL JONES TYPICAL CULVERT DETAIL SECTION
A1
OPERATIONAL WORKS
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