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Attachment 5 - Documents referenced in conditions
Attached to the e-mail 2505-45871 SARA Response with conditions - OPW25/0072.
3.00
3.66
1.8m x 0.9m RCBCs
0.54
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.42
DATUM RL = 79.200
0.120 81.624 81.744
-0.205 82.164 81.595
DESIGN FEATURES
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
0.3 STEP DOWN
FROM 1800x900
3.00
RCBC
1.8m x 1.4m LINK SLAB
0.54
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.42
DATUM RL = 79.000
-0.233 81.677 81.444
-0.723 82.018 81.295
DESIGN FEATURES
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
8.93
3.00
1.882 3.72 3.33
2%> 1.8m x 0.9m RCBCs
2%>
2%>
0.54
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.42
DATUM RL = 79.100
0.014 81.730 81.744
-0.121 81.716 81.595
DESIGN FEATURES
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES TYPICAL DESIGN UPSTREAM & DOWNSTREAM SECTIONS
A1
OPERATIONAL WORKS
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