Original source · versioned page text
A6880 - Eng - June 2024
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
Q1 (MINOR
Q100 Q100 FLOWS ONLY) Q100 Q100
OUT/10
OUT/1
STRUCTURE
OUT/2
OUT/3
OUT/4
1/10
1/1
1/2
1/3
1/4
2/3
3/3
NAME
OUTLET TO AT1 ATTENUATION TANK
OUTLET TO AT1 ATTENUATION TANK
OVER EXISTING 900dia STW PIPE
NEW 1500 dia MANHOLE WITH
1200x1200 GRATED PIT WITH
1200x1200 GRATED PIT WITH
OUTLET TO SURFACE LEVEL
OUTLET TO SURFACE LEVEL
600x600 GRATED PIT WITH
600x600 GRATED PIT WITH
600x600 GRATED PIT WITH
900x900 GRATED PIT WITH
OUTLET FROM TANK AT1
STRUCTURE
WITH CLASS 'D' LID
CLASS 'D' GRATE
CLASS 'D' GRATE
CLASS 'D' GRATE
CLASS 'D' GRATE
DESCRIPTION
RAISED GRATE
RAISED GRATE
OF BIO BASIN
OF BIO BASIN
ALL LIDS/GRATES TO
BE BOLT DOWN TYPE
NOTE: REINFORCED CONCRETE
MAXIMUM DEPTHS
PIPES MAY BE SUBSTITUDED
INTERNAL MAXIMUM
DIMENSIONS DEPTH
WITH EQUIVALENT CLASS HDPE
450 x 450 < 600
600 x 600 > 600 <900
900 x 600 >900 <1200 2.5m
900 x 900 >1200 150 SEWER MAIN
PIPE SIZEmm (Class) 450(2) 750(2) 300(2) 300(2) 300(2) 300(2) 750(2)
PIPE GRADE % 0.50% 0.57% 0.50% 0.50% 0.50% 0.50% 0.58%
PIPE SLOPE 1 in X 200.00 174.09 200.00 200.00 200.00 200.00 172.67
FULL PIPE FLOW VEL. (m/s) 1.26 1.48 0.33 0.55 1.04 1.80 1.47
PART FULL FLOW VEL. (m/s) 0.88 2.13
(2.13 63.20%A)
DATUM RL -7.0
HYDRAULIC
6.610
7.103
5.317
6.250
6.308
6.250
6.350
6.350
6.887
6.387
6.976
6.693
6.687
6.676
6.646
6.498
6.552
5.579
5.347
GRADE LEVEL
PIPE FLOW 0.200 0.673 0.024 0.039 0.074 0.127 0.672
(Cumecs)
1.000
1.140
1.000
1.900
1.650
0.500
0.700
1.880
0.502
0.483
0.472
0.492
0.522
0.892
DEPTH TO INVERT
INVERT LEVEL
5.150
6.108
5.900
6.417
6.198
6.178
6.050
6.050
5.760
5.250
6.308
4.850
4.820
6.328
OF DRAIN
DESIGN SURFACE 7.000
6.900
6.900
6.800
6.900
6.800
6.700
6.700
6.250
6.550
6.750
6.750
LEVEL
N= 7085719.395
N= 7085701.960
N= 7085666.431
N= 7085683.840
N= 7085735.796
N= 7085717.990
N= 7085695.851
N= 7085670.347
N= 7085677.524
N= 7085666.348
N= 7085684.007
N= 7085684.112
E= 486032.583
E= 486054.454
E= 486056.960
E= 486056.927
E= 486062.506
E= 486062.482
E= 486062.488
E= 486063.045
E= 486052.740
E= 486056.088
E= 486059.077
E= 486064.256
STRUCTURE SETOUT
COORDINATES
(Easting/Northing))
RUNNING
27.970
17.409
17.805
39.945
65.455
11.666
5.180
0.000
0.000
0.000
0.000
27.970 17.409 17.805 22.140 25.510 11.666 0.000 5.180
CHAINAGE
HORIZONTAL SCALE
LINE 1 2 3 4 10 0 20 40 60 80 100m
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: MAY 2024 26 Memorial Avenue, Cotton Tree PROPOSED KINETIC BUS DEPOT DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 5 PRODUCTION STREET, NOOSAVILLE DRAWING No:
A6880/24/D03 A 3 of 4
STEVEN HARRISON
Email: [email protected]
A 20/06/2024 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for INTEGRAL CONSTRUCTION
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6880-24-D03 - DRAINAGE LONG SECTIONS.dwg - DATE : 20/6/24 - 3:26pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref: .......................
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