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Approved Plans - OPW22-0255
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Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
32 DN375 RCP CL4 OR SPEL ADS N12 HDPE
33
DATUM RL 111.000
31
-1.95%
PIPELINE GRADE
0.748
0.590
DEPTH TO IL
0 115.228 114.480
11.775 114.840 114.250
PIPE IL
33
SURFACE
LEVEL
CHAINAGE 30
DN375 DRIVEWAY CULVERT - LONGITUDINAL SECTION
A3 HORZ SCALE: 1 : 100
A3 VERT SCALE: 1 : 100
32
DRIVEWAY CULVERT SETOUT INFORMATION
POINT NORTHING EASTING LEVEL DESCRIPTION
30 1067.2992 2124.0752 113.670 DN600 U/S PIPE IL
31 1073.7567 2135.8431 113.000 DN600 D/S PIPE IL
32 1088.1129 2117.9109 114.480 DN375 U/S PIT IL
DN600 RCP CL4 OR ADS
N12 HDPE
30 33 1083.3187 2128.9934 114.250 DN375 D/S PIPE IL
31
DATUM RL 112.000
-4.99%
PIPELINE GRADE
-0.024
-0.416
DEPTH TO INVERT
0 113.646 113.670
13.423 112.584 113.000
PIPE INVERT LEVEL
-
SURFACE LEVEL APPROVED PLAN
OPW22/0255
CHAINAGE NOOSA COUNCIL
A3 HORZ SCALE: 1 : 100 4 JANUARY 2023
DN600 DRIVEWAY CULVERT - LONGITUDINAL SECTION A3 VERT SCALE: 1 : 100
Document Set ID: 22140426
Version: 1, Version Date: 17/10/2022
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