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Bio Retention Plan Set BR190571-C4.02
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PROPOSED CARPARK PAVEMENT - REFER PAVEMENT PLAN C5.01 FOR
PAVEMENT TYPE /EXTENTS
PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
FOR DETAILS
PROPOSED LANDSCAPING - REFER TO LANDSCAPE ARCHITECTS
Ø300 CLASS 3
DRAWINGS FOR SURFACE TREATMENT
US IL 0.378 N8
DS IL 0.354 PROPOSED TANKS - REFER NOTES BELOW
LENGTH 4.70 m
GRADE 0.51 %
MH 2/5
SL1.708 PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02 AND TO
26 LANDSCAPE ARCHITECTS DRAWINGS FOR SURFACE TREATMENT
RP72829
CONCRETE SCOUR PROTECTION TO BIO RETENTION BASIN
GP 1/1
SL1.84
PROPOSED STORMWATER PIPE
GP 1/5 Ø300 RCP
Ø225 CLASS 4 US IL 1.00
SL1.100
US IL 1.172
GD 2/2 DS IL 0.990 PROPOSED STORMWATER PIPE INFORMATION
1.50
DS IL 1.090
PROPOSED BUILDING LENGTH 1 m
0
1.6
LENGTH 16.45 m SL1.694
0 GRADE 0.01 %
0.50 % 1.7
FFL RL1.90m GRADE
1.80
N10 GP1/1 PROPOSED STRUCTURE NUMBER AND TOP OF GRATE/LID LEVEL
SL12.500
Ø300 CLASS 4
GP 1/2
SL1.694 RWB PROPOSED BLOCK RETAINING WALL - REFER DRAWING C4.04 FOR DETAILS
US IL 0.910
DS IL 0.790 Ø300 CLASS 4
1.070 Ø150 UPVC PROPOSED ROOFWATER DRAINAGE PIPE (Ø225 uPVC UNO AT MIN 1%)
LENGTH 7.40 m US IL
1. GP 2/1 US IL 1.052
1.90
1.80
1.90
80 ENV1 2 DS IL 1.049 PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
0
1.62 %
1.8
GRADE
1.8
SL1.75 4.20 m DS IL 1.00
LENGTH
0
0.50 % LENGT H 10.40 m DP PROPOSED DOWNPIPE. REFER ARHCITECTURAL DWGS
GRADE
GP 2/6 GRADE 0.50 % PROPOSED ACO GRATED DRAIN - REFER CIVIL DETAILS SHEET C6.02 FOR
20 SL1.777 DETAILS
RP131598 GP 3/1 61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
RP72829 RP72829 SL1.735 OUT/1
SL1.00
N1 REFER NOTE 1 FOR DETAILS
Ø375 CLASS 3
N6 US IL 0.60
N9
DS IL 0.57 EXISTING SERVICES LEGEND
N11 LENGTH 5.30 m
Ø300 CLASS 4 GP 1/4 DEVELOPMENT BOUNDARY
1.80 GRADE 0.57 %
US IL 1.010 SL1.30
DS IL 0.935 Ø225 CLASS 4 61.00 EXISTING CONTOUR (0.25m INTERVAL)
LENGTH 15.00 m US IL 1.107
1.049 EXISTING STORMWATER
GRADE 0.50 % DS IL
LENGTH 11.65 m EXISTING SEWER
N12 GRADE 0.50 %
1.
1.90
GP 1/6 80 EXISTING WATER
1.80
1.80 1.80 GP 1/3 N5 N7
SL1.733 Ø300 CLASS 4 EXISTING ELECTRICAL - OVERHEAD
SL1.708
US IL 1.029
DS IL 1.00 N10 EXISTING TELECOMMUNICATIONS
LENGT H 5.90 m
EXISTING FENCE
GRADE 0.49 %
X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
1.70
NOTES
1.6
0 1. CONTRACTOR TO COORDINATE STORMWATER WORKS WITH REQUIRED SERVICES, TO
ENSURE CLEARANCE TO (COUNCIL) REQUIRMENTS.
1.50 2. CONTRACTOR TO ALLOW FOR ALL REQUIRED SHORING AND PROTECTION WHEN
1.40 CARRYING OUT EXCAVATION AND BACKFILLING FOR SPECIFIED HUMECEPTOR AND
STORMWATER PITS.
3. ALL GRATES TO BE BICYCLE SAFE.
4. CONSTRUCT Ø100 SUBSOIL DRAINAGE LINES TO A MINIMUM DEPTH OF 900mm TO IL AND
CONNECT TO PROPOSED STORMWATER DRAINAGE SYSTEM WHERE SHOWN.
5. NEW PIPE TO CONSTRUCTED. CONTRACTOR TO BREAK INTO AND JOIN INTO EXISTING PIT.
ENSURE FREE DRAINING. REFER DETAIL SHEET C4.01
6. PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01
7. RAISE EXISTING SWD PIT TO PROPOSED LEVEL AND MATCH IN NEATLY REFER DETAIL
SHEET C4.01
8. CONTRACTOR TO CONSTRUCT NEW MANHOLE OVER EXISTING SWD. ONCE
CONSTRUCTION IS COMPLETE TO BREAK CROWN OF PIPE AND BENCH TO ENSURE FREE
DRAINING. MANHOLE TO MATCH IN AND SURROUNDING AREA RESTORED.
9. PROPOSED ELECTRICAL EASEMENT - REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS
10. PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02
11. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
12. PROPOSED FUEL POINT. REFER FUEL ENGINEERS DRAWINGS.
STRUCTURE SCHEDULE
STRUCTURE COVER STRUCTURE STRUCTURE
COVER TYPE
TYPE DIM DIMENSIONS NO.
SURFACE INLET CLASS D 600 x 600 PRECAST 1/1, 2/1, 3/1, 1/3, 1/2,
GALVANISED MILD 1/6, 2/6
STEEL HEEL
PROOF GRATE
HINGED TO FRAME
CLASS C 600 x 600 PRECAST 1/4, 1/5
ENGINEER'S CERTIFICATION GALVANISED MILD
This drawing has been assigned an electronic code that STEEL HINGED TO
signifies the drawing has been checked and approved by: FRAME
NAME: SHANE SUFFOLK CLASS D 300 WIDE 2/2
GALVANISED MILD ACO
RPEQ No: 9330
HINGED TO FRAME DRAIN
SIGNED: MAINTENANCE CLASS D CAST Ø600 Ø1050 PRECAST 2/5
HOLE IRON COVER
CLASS D CAST Ø600 Ø1050 PRECAST
IRON CONCRETE
NOTE INFILL COVER
· CONSTRUCTION TO NOTE PRESENCE OF GROUND ENVIROTANK CLASS D CAST 13.3m ENV1
WATER TO 1.2m. TO ALLOW FOR DEWATERING OF IRON CONCRETE
THE SITE TO ALL EXCAVATIONS AS NEEDED INFILL COVER
· CONTRACTOR TO ALLOW FOR DEWATERING AND
SHORING OFF ALL TRENCHES DEEPER THAN 1m. 0 4 8 12m
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
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 STORMWATER DRAINAGE PLAN
North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE
B FOR APPROVAL 30/06/20 BVZ SS South Brisbane QLD 4101
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 1:200 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 C4.01 B
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