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C0500(E) Drainage Lengitudinal Sections
1-3
1-5
1-1
1-2
1-4
STRUCTURE NAME
NOTE:
ANY LONG SECTIONS MARKED `STUB
CONNECTION` OR EXPECTED HYDRAULIC
CONNECTIONS ARE INDICATIVE ONLY,
CONFIRM WITH HYDRAULICS DRAWINGS.
IPWEA MH
CAPPED STUB CONNECTION
EX MH
EX MH
TREATMENT TANK
STORMWATER QUALITY
UNKNOWN SIZE
1050
1050mm DIA. CLASS B LID
NOTE:
STRUCTURE DESCRIPTION · ALL PROPRIETARY ITEMS ARE TO BE 'DESIGN AND
CONSTRUCT' (EG GPTS, DETENTION TANKS,
WATER QUALITY DEVICES ETC.) UNLESS NOTED
OTHERWISE. THE PRODUCT IS TO BE DESIGNED AS
A SYSTEM AND CONSTRUCTED BY THE
CONTRACTOR AS PART OF THE CONTRACT
ACTIVITIES, WITH CERTIFICATION (DESIGN &
CONSTRUCTION) BY A REGISTERED PROFESSIONAL
ENGINEER OF QUEENSLAND. THE DESIGNER IS TO
MAKE ALLOWANCE FOR ALL LOADS, GROUND
CONDITIONS, FIXINGS AND PENETRATIONS ETC.
THAT ARE SHOWN ON THE PROJECT DRAWINGS
SETOUT DETAILS FOR OR THAT CAN BE REASONABLY ANTICIPATED.
MANHOLES & GULLIES · ALTERNATIVES TO ANY NOMINATED SYSTEM WILL
STRUCTURE LEVEL BE CONSIDERED BUT MUST BE AGREED IN
SET-OUT POINT
TYPE REFERENCE WRITING BY THE SUPERINTENDENT AS BEING
FINISHED SURFACE EQUIVALENT IN BOTH PERFORMANCE AND
LEVEL AT SETOUT AESTHETICS.
MANHOLE & POINT - COVER TO · ALL INFORMATION RELATING TO THE SYSTEM AND
ROOFWATER CENTRE OF MATCH FINISHED THE INVESTIGATION UNDERTAKEN MUST BE
CHAMBER MAIN SHAFT SURFACE GRADES SUBMITTED TO THE SUPERINTENDENT PRIOR TO
AND LEVELS THE COMMENCEMENT OF THE CONSTRUCTION,
SAG ONGRADE
INCLUDING DESIGN CERTIFICATION. THE
INVESTIGATION AND DESIGN OF THE SYSTEM
SHALL BE COMPLETED TO ALLOW FOR COMPLETE
CO-ORDINATE CONSTRUCTION AND OPERATION OF THE SYSTEM.
SETOUT INVERT EXISTING COMMUNICATION LINE TO BE LOCALLY
· WHERE AVAILABLE GEOTECHNICAL INFORMATION
GULLY PIT (CENTRE OF GULLY) LOWERED TO PROVIDE MIN 150MM
OF KERB VERTICAL CLEARANCE TO STORMWATER IS DEFICIENT, THE DESIGNER SHALL COMPLETE
SAG ONGRADE THEIR OWN GEOTECHNICAL INVESTIGATION OF
THE GROUND CONDITIONS OF THE SITE
CHAINAGE SETOUT INCLUDING WATER TABLE LEVEL AND SURCHARGE
WATER AC IL 7.613 CLR 0.150
/ LIVE LOADS APPLICABLE.
COMMS P50 IL 7.387 CLR 0.400
TOP OF SIDE WALL AT
SETOUT POINT - (WHERE
IN A PAVED AREA GRATE
FIELD INLET TO MATCH FINISHED
CENTRE OF INLET
SURFACE GRADES AND
LEVEL)
INVERT OF
HEAD WALL CENTRE OF HEAD OUTLET/
WALL (END OF INLET PIPE
INLET/OUTLET PIPE)
PIPE SIZE (mm) 300 300 300 375
PIPE CLASS RCP (3) RCP (3) RCP (3) EX RCP
PIPE GRADE (%) 0.40% 0.40% 0.50% 1.21%
PIPE SLOPE (1 in X) 250.04 250.01 200.00 82.61
FULL PIPE VELOCITY (m/s) 0.74 0.74 0.73 0.47
PART FULL VELOCITY (m/s) 0.97 0.97 1.06 1.48
DATUM RL -6.0
8.195
8.122
8.122
8.085
8.101
8.198
8.198
8.028
7.956
7.514
7.484
7.300
7.300
7.300
H.G.L IN PIPE & W.S.E IN STRUCTURE
PIPE FLOW (m³/s) AEP 10% 0.052 0.052 0.052 0.051
PIPE CAPACITY AT GRADE (m³/s) 0.061 0.061 0.068 0.193
1.612
1.279
1.472
1.472
1.647
1.667
0.820
1.604
1.624
DEPTH TO INVERT
7.853
7.833
7.927
7.921
7.901
7.779
7.320
6.850
6.850
INVERT LEVEL OF DRAIN THIS DRAWING IS BEST
VIEWED IN COLOUR AND
ON AN ELECTRONIC DEVICE
9.539
9.525
8.599
8.322
9.500
DESIGN SURFACE LEVEL
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2023\23169\05_DRAWINGS\DRG\C0500.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
24.282
13.506
63.110
0.000
1.540
SCALES UNREDUCED / REDUCED
CHAINAGE
CHANGE THIS FIELD WHEN --->
1.540 11.967 10.776 38.827 10
APPLYING TO A NEW --->
0 1 2 3 4 5 m VIEWPORT (OBJECT) --->
1:100 / 1:200
CHANGE THIS FIELD WHEN --->
APPLYING TO A NEW ---> 1
1 0 10 20 30 40 50 m VIEWPORT (OBJECT) --->
1:1000 / 1:2000
LONGITUDINAL SECTIONS STATUS
SCALE
1:100 VERTICAL
1:1000 HORIZONTAL FOR APPROVAL
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
30/07/2025 5:14:15 PM
E 30.07.25 FOR COUNCIL SUBMISSION #2 KHN SG NR QUEENSLAND VENUE 120 POINCIANA AVE, DRAINAGE LONGITUDINAL 23169
CONFIRM CURRENT D 22.07.25 CONTRACTOR RFI RESPONSE AMENDMENTS #2 AR KHN SG NR
7729 COMPANY PTY LTD TEWANTIN, QLD SECTIONS DRAWING No. REVISION
DRAWING REVISION C 10.04.25 ISSUE FOR OPERATIONAL WORKS APPROVAL AR KHN SG NR
RPEQ
http://docs.bornhorstward.com.au/revision/ B 04.02.25 IFC PART 1 AR KHN SG NR ---- ---- C0500 E
A 17.10.24 ISSUE FOR CO-ORDINATION AR KHN SG DATE 04/07/2025 DATE 04/07/25
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
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