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2576 - Civil Drawings (Feb 2026)
Attached to the e-mail Fw_ Email 2 of 3 - DA lodgement - 18 Taylor Ct Cooroy Lot 2SP197518 - Combined MCU_ OPW_ RAL under CTS (Pt 2).msg.
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c320 swd longitudinal sections.dwg
A
27.02.26
LINE
DATUM RL
CHAINAGE
PIPE CLASS
PIPE SIZE (mm)
SETOUT LEVEL
HGL ELEVATION
PIPE GRADE (%)
DEPTH TO INVERT
STRUCTURE NAME
PIPE SLOPE (1 in X)
FOR APPROVAL
PIPE FLOW (cumecs)
SETOUT COORDINATES
INVERT LEVEL OF DRAIN
REV DATE DESCRIPTION
CAPACITY FLOW (cumecs)
FULL PIPE VELOCITY (m/s)
STRUCTURE DESCRIPTION
NORMAL DEPTH VELOCITY (m/s)
0.000 E 491343.949 124.680 124.592 STD FIELD INLET. TYPE 2 STD DRG DS-050 1-1
N 7076143.598 124.000 0.680 124.491 900x900
300
1.76
0.63
66.7
107.000
0.140
0.045
1.50%
13.125
uPVC SN10
13.125 E 491351.271 124.550 123.804 0.746 124.471 STD FIELD INLET. TYPE 2 STD DRG DS-050 2-1
GS
BY
N 7076154.491 123.784 0.766 124.241 900x900
STAGE 4
300
2.17
1.48
66.7
8.582
0.140
0.104
1.50%
uPVC SN10
DTB
21.707 E 491359.629 124.480 123.655 0.825 124.169 STD FIELD INLET. TYPE 2 STD DRG DS-050 3-1
CHKD
N 7076156.439 123.635 0.845 124.142 900x900
DATE
375
2.28
1.11
66.7
0.254
0.123
1.50%
26.256
DATUM
DESIGN
DRAWN
uPVC SN10
124.050
47.963 E 491385.565 124.150 123.241 0.909 124.061 STD FIELD INLET. TYPE 2 STD DRG DS-050 4-1
N 7076152.352 123.221 0.929 123.849 900x900
DESIGN CHECK
375
2.47
1.56
66.7
0.254
0.172
1.50%
12.744
uPVC SN10
10% AEP HGL
60.707 E 491390.162 124.000 123.030 0.970 123.761 STD FIELD INLET. TYPE 2 STD DRG DS-050 5-1
DETAILS
GS
DTB
TB
N 7076140.466 123.010 0.990 123.768 900x900
FINISHED SURFACE
AHD
FEB 2026
450
2.15
1.13
0.337
0.180
100.0
1.00%
37.978
uPVC SN10
98.685 E 491393.078 124.280 122.630 1.650 123.660 STD FIELD INLET. TYPE 2 STD DRG DS-050 6-1
N 7076102.600 122.610 1.670 123.646 900x900
1:2000
1:1000
1:200
1:100
600
2.28
0.82
0.726
0.232
100.0
1.00%
15.400
STAGE 1
uPVC SN10
2
10
114.085 E 491390.681 124.130 122.456 1.674 123.630 STD FIELD INLET. TYPE 2 STD DRG DS-050 7-1
1% AEP HGL
1
N 7076087.388 122.436 1.694 123.595 900x900
1
0
EXISTING SURFACE
750
2.51
0.78
1.316
0.346
100.0
0
1.00%
25.000
10
uPVC SN10
139.085 E 491386.790 124.080 122.186 1.894 123.578 STD FIELD INLET. TYPE 2 STD DRG DS-050 8-1
20
N 7076062.693 122.166 1.914 123.541 900x900
VERTICAL
WITH 1200 MANHOLE BASE
SCALE
HORIZONTAL
2
30
750
2.81
0.92
83.3
1.442
0.408
1.20%
22.100
uPVC SN10
40
161.185 E 491383.351 124.050 121.901 2.149 123.520 STD FIELD INLET. TYPE 2 STD DRG DS-050 9-1
N 7076040.862 121.881 2.169 123.425 900x900
4
50
1 WITH 1200 MANHOLE BASE
900
A3
A1
A3
A1
3.54
1.57
83.3
2.345
1.000
1.20%
20.200
uPVC SN10
This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
181.385 E 491380.246 123.954 121.638 2.315 123.381 STD FIELD INLET. TYPE 2 STD DRG DS-050 10-1
N 7076020.902 121.618 2.335 123.283 900x900
WITH 1200 MANHOLE BASE
900
3.63
1.75
83.3
2.345
1.110
1.20%
20.200
uPVC SN10
123.229
201.585 E 491377.063 123.850 121.376 2.474 123.293 STD FIELD INLET. TYPE 2 STD DRG DS-050 11-1
N 7076000.954 121.356 2.494 122.881 900x900
WITH 1200 MANHOLE BASE
900
3.70
1.87
83.3
5.929
2.345
1.190
DRAWING STATUS
1.20%
uPVC SN10
207.514 E 491382.919 123.800 121.285 2.515 122.862 STD FIELD INLET. TYPE 2 STD DRG DS-050 12-1
N 7076000.032 121.265 2.535 122.817 900x900
(RPEQ 25245)
WITH 1200 MANHOLE BASE
FOR APPROVAL
APPROVED
.................
Engineer: TIM BURKE
900
3.71
1.89
83.3
5.407
2.345
1.200
1.20%
uPVC SN10
212.921 E 491388.260 122.002 121.200 0.950 PRECAST CONCRETE HEADWALL 13-1
N 7075999.190 121.200 0.950 122.800
0.000 E 491320.355 124.730 STD FIELD INLET. TYPE 2 STD DRG DS-050 1-2
N 7075998.148 124.108 0.622 124.730 900x900
10% AEP HGL
108.000
300
2.17
1.48
66.7
0.104
0.140
0.105
1.50%
30.471
uPVC SN10
30.471 E 491325.098 124.730 123.651 1.079 124.730 STD FIELD INLET. TYPE 2 STD DRG DS-050 2-2
N 7076028.248 123.631 1.099 124.678 900x900
375
2.53
1.75
66.7
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