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engineering plans
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn 450x450 SQ CONC PIT WITH
GRATED LID LOW FLOW JUNCTION WITH SCREW CAP DETAIL
NTS
ORIFICE PLATE DISK WITH 42mm 100Ø HIGH FLOW OUTLET ROOF DOWNPIPE CONNECTION TO HYDRAULIC ENGINEERS
ORIFICE SPECIFICATIONS
450mm
HIGH FLOW
TANK WALL
OUTLET
RETENTION LEVEL 5,000L SLIMLINE RAINWATER TANK
SCREW ON
600mm
ACCESS CAP
Ø100mm uPVC SN10 INLET ATTENUATION
VOLUME 3000L
Ø100mm uPVC SN10 OUTLET TO
KERB ADAPTOR AT MIN 0.5%
OUTLET TO
PROVIDE NON-RETURN FLAP DRAINAGE
VALVE TO INLETS NETWORK
ORIFICE DISK TO BE GLUED INSIDE RAINWATER REUSE VOLUME 2000L
JUNCTION. uPVC OUTLET FROM TANK TO
20mm HOLES DRILLED AT 80mm
BUTT UP AGAINST ORIFICE DISK
CRS IN BASE OF PIT
MIN 200mm THICK BLUE METAL
WRAPPED IN BIDIM A34
GEOFABRIC
DETAIL A - INFILTRATION PIT DETAIL B - RAINWATER ATTENUATION TANK
NTS NTS
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
14 Wyandra Pty Ltd TITLE: STATUS:
STORMWATER DETAILS FOR APPROVAL
© ABN 89 647 469 707
14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
37 MARY ST RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP SCALE:
NOOSAVILLE, QLD 4566 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
NOT TO SCALE DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
041 20220171 A1 01
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