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Plans and drawings
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Log in to see the plans as drawn PROPOSED 1.2m HIGH
POOL FENCE.
2.40m 7.60m 2.40m 2.47m 2.22m
PROPOSED 1.2m HIGH PROPOSED 1.2m HIGH PROPOSED 1.2m HIGH
POOL FENCE. ALLOW TO LOCALLY GRADE POOL FENCE. POOL FENCE.
RL VARIES SURFACE TO MATCH INTO TOP OF
DESIGN SURFACE BIORETENTION RETAINING WALL DESIGN SURFACE
DESIGN SURFACE
RL1.980 TOW RL1.980 RL1.980 TOW RL2.010 TOW RL2.010 RL2.010
N12-400 x 300 LONG
TIE BARS
REFER DRG C4.04 HIGH END RISER TO BE Ø100 uPVC
FOR RETAINING WALL STORMWATER PIPE (UNSLOTTED)
DETAILS
N12-400 x 600 LONG LEG RL1.300 DETENTION DEPTH RL1.300
RL1.100 RL1.100 DETENTION DEPTH REFER DRG C4.04
FOR RETAINING WALL RL1.000
Ø300 RCP DETAILS
0.15m
RL0.780 OUTLET IL 0.790
Ø375 RCP
OUTLET IL 0.60
Ø300 RCP
OUTLET IL 0.378
BLOCKWORK RETAINING WALL. BOW0.290
REFER CIVIL DETAILS
BOW0.080
0.30m
0.30m
Ø100 SLOTTED uPVC PIPE OR SIMILAR
APPROVED (GEOFABRIC SOCK REMOVED) 400 WIDE MASS CONCRETE LEG PIER
DISCHARGE TO PIT AT 0.5% MIN GRADE (TYP). EITHER SIDE OF SW CHAMBER
400 WIDE MASS CONCRETE LEG PIER TO 300 BELOW IL OF SW CHAMBER
EITHER SIDE OF SW CHAMBER
TO 300 BELOW IL OF SW CHAMBER SECTION C
SCALE 1:50 C4.02
SECTION A
SCALE 1:50 C4.02
3.71m 2.22m
PROPOSED 1.2m HIGH PROPOSED 1.2m HIGH
POOL FENCE. POOL FENCE.
PROPOSED 1.2m HIGH PROPOSED 1.2m HIGH DESIGN SURFACE
POOL FENCE. POOL FENCE.
TOW RL2.010 TOW RL2.010 RL2.010
HIGH END RISER TO BE Ø100 uPVC
STORMWATER PIPE (UNSLOTTED)
DESIGN SURFACE REFER DRG C4.04
FOR RETAINING WALL
N12-400 x 300 LONG
DETAILS
TIE BARS RL1.200 DETENTION DEPTH
0.15m
RL1.000
N12-400 x 600 LONG LEG
BOW0.290
REFER DRG C4.04
FOR RETAINING WALL Ø100 SLOTTED uPVC PIPE OR SIMILAR
DETAILS APPROVED (GEOFABRIC SOCK REMOVED)
DISCHARGE TO PIT AT 0.5% MIN GRADE (TYP).
SECTION D
300mm EXTENDED SCALE 1:50 C4.02
DETENTION DEPTH
SECTION B
400mm MIN FILTER SCALE 1:50 C4.02
MEDIA SANDY
LOAM PARTICLE
SIZE = 0.45mm
0.70m
100mm TRANSITION LAYER COARSE
SAND PARTICLE SIZE = 1.5. 2.0mm
200mm DRAINAGE LAYER
GRAVEL PARTICLE SIZE =
Ø5mm
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
BIORETENTION SECTION signifies the drawing has been checked and approved by: 0 4 8 12m
SCALE 1:10 NAME: SHANE SUFFOLK
RPEQ No: 9330 SCALE 1:200 @ A1
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
SIGNED: FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd BIO RETENTION DETAILS
North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE SHEET 1 OF 3
South Brisbane QLD 4101
A FOR APPROVAL 30/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION - BVZ SS BVZ MAR 2020 AS SHOWN SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
PHONE : PHONE : ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C4.03 A
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