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Civil Package
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
A-4
A-3
A-2
A-1
B-2
B-1
STRUCTURE NAME
EXISTING STRUCTURE
KERB ADAPTOR
FIELD INLET PIT
FIELD INLET PIT
FIELD INLET PIT
FIELD INLET PIT
STRUCTURE DESCRIPTION
600x600
600x600
600x900
600x600
10% AEP HYDRAULIC
10% AEP HYDRAULIC
GRADE LINE
GRADE LINE
PIPE SIZE (mm) 150 225 225 (2x)75x125
PIPE CLASS uPVC SN10 uPVC SN10 uPVC SN10 GALV. RHS
PIPE GRADE (%) 1.51% 1.66% 1.00% 14.02%
PIPE SLOPE (1 in X) 66.0 60.1 100.7 7.1
PIPE FLOW (cumecs) 0.011 0.022 0.022 0.018
CAPACITY FLOW (cumecs) 0.019 0.058 0.045 0.044
FULL PIPE VELOCITY (m/s) 0.62 0.55 0.55 0.95
NORMAL DEPTH VELOCITY (m/s) 1.10 1.36 1.12 2.26
DATUM RL 18.000 15.000
34.491
34.347
34.268
34.245
34.130
34.132
34.115
33.962
31.322
31.113
30.013
HGL ELEVATION
0.350
0.458
0.478
0.588
0.608
1.119
1.130
1.200
0.255
0.255
DEPTH TO INVERT
34.250
34.142
34.122
34.012
33.992
33.851
33.840
31.000
29.960
29.960
INVERT LEVEL OF DRAIN
DESIGN (& EXISTING)
34.600
34.600
(34.252)
34.600
(34.959)
34.970
32.200
(32.450)
30.215
SURFACE LEVEL
0.000
7.130
13.746
27.943
0.000
CHAINAGE 7.130 6.616 14.197 7.420 7.420
A3 SCALE: H 1:2000,V 1:200 A B
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
AS SHOWN TITLE: STATUS:
STORMWATER DRAINAGE MCU / OP WORKS
© ABN 89 647 469 707 SCALE 1:1000
BOTTLEBRUSH PROPERTY PTY LTD NATHAN WAGSTAFF SECTIONS
10 50 100M RPEQ: 26443
37 MARY ST
A 12/05/22 MCU / OPW ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 12/05/22 SIZE:
RECORCONSULTING.COM REVISIONS C42 20220051 A3 A
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