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Approved Plans OPW24-0043 · OPW24/0043
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
A-2
A-1
STRUCTURE NAME
APPROVED PLAN
OPW24/0043
NOOSA COUNCIL
27 AUGUST 2024
STRUCTURE DESCRIPTION
GENERIC 900x900
GENERIC 900x900
FIELD INLET
FIELD INLET
CONSTRUCT NEW GRATED
FIELD INLET OVER EXISTING
300Ø STORMWATER PIPE TYPICAL ROOFWATER
CONNECTION
PROVIDE SECOND 900 x
2.35 900mm ACCESS GRATE
AT OPPOSITE END TO
OUTLET
VI 115mm DIA ORIFICE PLATE BOLTED
4
EXISTING Ø150mm OVER OPENING IN WALL WITH
SEWER MAIN 100mmxØ10 DYNABOLT OR EQUIVALENT
900 x 900mm ACCESS
(STAINLESS STEEL) AT OUTLET PIPE
GRATE AT PIPE OUTLET
VI Ø225mm DIA OUTLET
4
PIPE SIZE (mm) 225
PIPE CLASS PVC
PIPE GRADE (%) 0.92%
PIPE SLOPE (1 in X) 108.8
PIPE FLOW (cumecs) (1% AEP) 0.024
CAPACITY FLOW (cumecs)
OSD TANK - HUMES STORMTRAP OR APPROVED EQUIVALENT (MIN 13m³)
FULL PIPE VELOCITY (m/s) 0.53
STANDARD SINGLE TRAP 700mm INTERNAL HEIGHT
NORMAL DEPTH VELOCITY (m/s) NTS
DATUM RL 104.000
107.870
0.300 107.420
HGL ELEVATION
0.745
0.300
DEPTH TO INVERT
995.818N (107.753) 107.000
1039.427E 107.270 106.920
INVERT LEVEL OF DRAIN
DESIGN (& EXISTING)
1031.066E 107.845
SURFACE LEVEL
1004.408N
SETOUT COORDINATES
0.000
14.140
CHAINAGE 14.140
LINE A
STORMWATER DRAINAGE LONGSECTION
A1 SCALE: H 1:200 V 1:20
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET STORMWATER FOR APPROVAL - NOT FOR
© ABN 89 647 469 707 03
02
28/06/24
25/05/23
RFI UPDATE
RFI UPDATE
JB
BP
AB
BP
AB
BP COOROY, 4570, QLD DRAINAGE DETAILS CONSTRUCTION
75 NOOSA DRIVE JB
01 09/02/23 OPW ISSUE BP JB SCALE:
NOOSA HEADS, QLD 4567
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
041 20220206 A1 03
Document Set ID: 23101551
Version: 1, Version Date: 11/07/2024
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