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Meyer Judgment Sealed
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600 X 600 SEALED PIT
SURFACE FLOW
DIRECTED TO
SEDIMENT TRAP PROVIDE RETAINING WALLS TO
SURROUNDING AREAS
MICROPILES WALL. AS REQUIRED. TO BE CONFIRMED
REFER TO GEOTECHNICAL AT DETAILED DESIGN.
ENGINEERS DETAILS.
CAPPED Ø150 STORMWATER
CONNECTION FOR DRIVEWAY
AND SURFACE WATER
SEDIMENT TRAP
1000mm
LEVEL SPREADER
CONCRETE EDGING
PRECAST CONCRETE
HEADWALL TO SUIT
1100mm
OUTLET PIPE. RIP RAP SCOUR
PROTECTION.
1m LONG.
NOMINAL 100mm ROCK ON
A34 BIDIM GEOFABRIC.
REFER TO INFILTRATION TRENCH DETAIL
FOR FURTHER INFORMATION.
LEVEL SPREADER
CONCRETE EDGING
OUTLET PIPE.
REFER TRENCH OUTLET
DETAILS. SECTION A 1000mm
STORMWATER DRAINAGE NOTES
1. ALL STORMWATER DRAINAGE TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 6.7.5 OF
NOOSA SHIRE PLANNING SCHEME POLICY FOR DEVELOPMENT WORKS AND COUNCIL's
LEVEL SPREADER STANDARD DRAWINGS.
PROVIDE 150mm WIDE CONCRETE EDGING TO PERIMETER
OR APPROVED EQUIVALENT. 2. ALL PVC-U STORMWATER PIPES TO BE CLASS SN8 U.N.O.
CONCRETE TO BE 30-50mm PROUD OF SURFACE. 3. ALL PP (STORMPRO) PIPES TO BE CLASS SN8 U.N.O.
CONCRETE TO BE PAINTED YELLOW (TO AVOID TRIP HAZARD).
4. ALL STORMWATER PIPES TO BE RUBBER RING JOINTED.
PROVIDE GRATED IOS
ON EACH END. 5. FINAL LID AND GRATE LEVELS OF MANHOLES AND PITS TO BE ADJUSTED ON SITE TO SUIT ALL
EARTHWORKS AND FINISHED SURFACE LEVELS.
200mm AGGREGATE LAYER. PROVIDE ATLANTIS MATRIX CELLS.
d50 = 50mm PART NO. 70004 (DOUBLE) 6. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATION FOR PVC-U PIPES
DETAILS TO BE CONFIRMED OR APPROVED EQUIVALENT DETAILS. AND SPECIFICATION FOR R.C. PIPES.
REFER MANUFACTURERS SPECIFICATIONS.
7. MAINTENANCE HOLES TO BE CONSTRUCTED IN ACCORDANCE WITH THE INSTITUTE OF PUBLIC
WORKS ENGINEERING AUSTRALIA QUEENSLAND DIVISION's (IPWEA) DRG. No.'s DS-010, 015,
018, 019, 020 AND 021.
8. TYPE 2 BEDDING TO BE USED TO ALL STORMWATER PIPES UNLESS NOTED OTHERWISE.
9. EXCAVATION, BEDDING AND BACKFILL OF STORMWATER PIPES TO BE IN ACCORDANCE WITH
IPWEA DRG. No. DS-030.
Ø225 PIPE WITH Ø225 PIPE WITH1xØ98 ORIFICES
1xØ41 ORIFICE AT 164mm ABOVE BASE AT 113mm ABOVE BASE 10. ALL FIELD INLETS TO BE TYPE 2 IN ACCORDANCE WITH IPWEA DRG. No. DS-050 UNLESS NOTED
1xØ86 ORIFICE AT BASE INVERT OTHERWISE.
TRENCH BASE
11. REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION OF GROSS POLLUTANT TRAPS.
12. UNLESS NOTED OTHERWISE, A MINIMUM COVER OF 600mm SHALL BE MAINTAINED OVER ALL
STORMWATER PIPES UNDER ROADWAYS AND A MINIMUM COVER OF 450mm SHALL BE
MAINTAINED FOR ALL INTERALLOTMENT DRAINAGE.
INLET PIPE (BEHIND) PIPES TO JOIN AT BASE. 13. CONTRACTOR TO MAINTAIN A 1.0m CLEARANCE WITH INTERALLOTMENT STORMWATER PIPES
9600mm REFER TRENCH OUTLET DETAIL. TO SEWER MAINS (O.D. TO O.D.)
TRENCH OUTLET DETAIL
14. STORMWATER FLOWS ON PLAN ARE BASED ON PEAK FLOW RATES
PROVIDE Ø100 SLOTTED PIPE THROUGH CELLS
SCALE 1:40 (A3) Check all dimensions before commencement of work.
GEOFABRIC
Check Site boundary dimensions from the Title plans
TYPICAL INFILTRATION TRENCH DETAIL Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:40 (A3) SCALE 1:20 (A1) - 1:40 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CSC
Consulting Civil & Drawing title - Project - RESIDENTIAL SUBDIVISION Site - Project No. 213029 Sheet No. C301
E 01.07.24 WALLS ADDED AG
Design - AG Drawn - TW D 15.05.24 TRENCH SHIFTED AG Structural Engineers STORMWATER DETAILS 41 PICTURE POINT CRESCENT, Digital Ref :
C300 STORMWATER
MANAGEMENT PLAN Issue : E
NOOSA HEADS, QLD
C 02.05.24 TRENCH SHIFTED AND COVENANT ADDED AG
Scales - AS SHOWN Project Management
B 08.05.23 RFI RESPONSE AG
ASSOCIATES PTY LTD
124 DUPORTH AVENUE
PO BOX 16
Ph (07) 5443 7777
Fax (07) 5443 7577
Client -
MRS. HEIDI MEYER This Document is copyright and shall not be copied
without written approval, nor shall it be used except
Document Stage - APPROVAL
A 09.03.23 RFI RESPONSE TW
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
32
c:\12dS\data\12DSERVER\213029_1964\DWG Covey\Civil\Uncontrolled\C300 STORMWATER MANAGEMENT PLAN.dwg Plot 1 July 2024 - 1:58 PM
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