Council archive · source document
A6107 Lot9 Stormwater Management Plan (RevB) June 2022 · OPW22/0166
Plans and drawings: the text below has words only, no drawings.
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
OUT/1
STRUCTURE
OUT/4
OUT/4
T1/3
1/1
1/2
2/1
2/1
3/1
4/1
1/4
2/2
2/4
3/4
NAME
RAINWATER TANK OVERFLOW TO
RAPID INFILTRATION PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
STRUCTURE
OUTLET TO RAPID
OUTLET TO RAPID
OUTLET TO RAPID
INFILTRATION PITS
INFILTRATION PITS
INFILTRATION PITS
CLASS 'D' GRATE
CLASS 'D' GRATE
CLASS 'D' GRATE
CLASS 'D' GRATE
CLASS 'D' GRATE
CLASS 'D' GRATE
CLASS 'B' GRATE
CLASS 'B' GRATE
CLASS 'B' GRATE
CLASS 'B' GRATE
DESCRIPTION
ALL LIDS/GRATES TO
BE BOLT DOWN TYPE
PUMP ROOM
MAXIMUM DEPTHS PROPOSED Ø300 TANK
OUTLET. PROVIDE 2x 45deg
INTERNAL MAXIMUM uPVC BENDS TO DIVERT
DIMENSIONS DEPTH OUTLET UNDER POOL AREA
450 x 450 < 600
600 x 600 > 600 <900
900 x 600 >900 <1200
900 x 900 >1200
PIPE SIZEmm (Class) 300(2) 300(2) 225(2) 375(2) 375(2) 375(2) 300(2) 300(2) 300(2) 300(2)
PIPE GRADE % 0.50% 0.50% 0.50% 0.50% 2.32% 7.45% 0.50% 0.50% 0.50% 17.34%
PIPE SLOPE 1 in X 200.00 200.00 200.00 200.00 43.06 13.43 200.00 200.00 200.00 5.77
FULL PIPE FLOW VEL. (m/s) 1.16 1.16 0.43 0.90 1.04 1.47 0.98 1.30 1.64 2.26
PART FULL FLOW VEL. (m/s) 2.32 3.92 5.37
(1.65 1y) (2.75 1y) (5.37 1y)
DATUM RL -4.0
HYDRAULIC
10.000
10.241
10.768
9.811
9.671
9.761
9.671
9.615
9.060
8.661
9.920
9.680
9.680
8.250
9.037
8.902
8.250
9.794
9.695
9.493
8.845
8.737
8.434
8.324
8.632
GRADE LEVEL
PIPE FLOW 0.082 0.082 0.018 0.099 0.114 0.163 0.070 0.092 0.116 0.160
(Cumecs)
1.010
1.106
1.000
1.006
1.154
1.174
1.030
0.931
1.026
1.708
1.250
0.500
1.262
1.282
0.850
1.724
1.728
0.250
2.204
2.224
DEPTH TO INVERT
INVERT LEVEL
9.118
8.000
9.300
9.138
7.851
7.500
9.700
8.500
8.490
8.470
9.469
9.394
9.374
9.294
9.246
9.226
7.692
7.672
7.546
7.526
OF DRAIN
DESIGN SURFACE
10.400
10.400
10.400
10.300
10.400
10.400
10.200
9.500
9.400
8.850
9.750
8.750
8.750
9.575
LEVEL
N= 7080591.068
N= 7080579.722
N= 7080569.617
N= 7080583.647
N= 7080569.617
N= 7080558.339
N= 7080536.476
N= 7080537.591
N= 7080594.897
N= 7080567.015
N= 7080544.380
N= 7080540.014
N= 7080546.907
N= 7080540.014
E= 508452.194
E= 508442.270
E= 508430.079
E= 508422.596
E= 508430.079
E= 508416.641
E= 508432.586
E= 508438.798
E= 508479.017
E= 508463.752
E= 508452.452
E= 508449.631
E= 508450.240
E= 508449.631
STRUCTURE SETOUT
COORDINATES
(Easting/Northing))
RUNNING
15.073
30.908
10.760
28.303
55.364
61.675
31.788
57.087
62.285
6.920
0.000
0.000
0.000
0.000
15.073 15.835 10.760 17.543 27.061 6.311 31.788 25.299 5.198 6.920
CHAINAGE
LINE 2 1 4 3 0 20 40 60 80 100m
HORIZONTAL SCALE
1:1000 A1, 1:2000 A3
VERTICAL SCALE
0 2 4 6 8 10m
1:100 A1, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 DRAINAGE LONGITUDINAL SECTIONS
FOR APPROVAL Date: JUNE 2021 26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/22/L9/D03 A 3 of
STEVEN HARRISON
Email: [email protected]
A 20/06/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6107-22-L9-D03 LONG SECTIONS.dwg - DATE : 20/6/22 - 12:49pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
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