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BR190571 - Civil Set
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GTP3783 LEGEND
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
DRAWINGS FOR SURFACE TREATMENT
PROPOSED TANKS - REFER NOTES BELOW
26 PROPOSED STORMWATER PIPE
RP72829 GP1/2 Ø300 RCP
US IL 1.00
DS IL 0.990 PROPOSED STORMWATER PIPE INFORMATION
LENGTH 1 m
GRADE 0.01 %
GP0/0 PROPOSED STRUCTURE NUMBER AND TOP OF GRATE/LID LEVEL
1.40
GD1/3
1.50
PROPOSED BUILDING
1.60
1.70
80 PROPOSED ROOFWATER DRAINAGE PIPE (Ø225 uPVC UNO AT MIN 1%)
FFL RL1.90m 1.
1.9
1.90 PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
GP2/3
0
DP PROPOSED DOWNPIPE. REFER ARHCITECTURAL DWGS
PROPOSED ACO GRATED DRAIN - REFER CIVIL DETAILS SHEET C6.02 FOR
DETAILS
61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
1.80
1.90
2
1.90
1.8
1.80
N1 REFER NOTE 1 FOR DETAILS
1.9
1.
8
0
0
0
1.
80
20
RP131598
RP72829 RP72829 MH3/1
GP2/1 GP2/2
N6
N9 EXISTING SERVICES LEGEND
N11 1.8
0
DEVELOPMENT BOUNDARY
ENV1 EX2 61.00 EXISTING CONTOUR (0.25m INTERVAL)
EXISTING STORMWATER
N10 EXISTING SEWER
N12 1. 1.
1.90
80 90
0 EXISTING WATER
1.80
1.80 1.8 N5 N7
GP1/1 EXISTING ELECTRICAL - OVERHEAD
N13
EXISTING TELECOMMUNICATIONS
GP4/1 MH5/1
EXISTING FENCE
1.70
X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
1.60
NOTES
1. CONTRACTOR TO COORDINATE STORMWATER WORKS WITH REQUIRED SERVICES, TO
1.50 ENSURE CLEARANCE TO (COUNCIL) REQUIRMENTS.
1.40 EX1 2. CONTRACTOR TO ALLOW FOR ALL REQUIRED SHORING AND PROTECTION WHEN
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 BE CONSTRUCTED. CONTRACTOR TO BREAK INTO AND JOIN INTO EXISTING
PIT. ENSURE FREE DRAINING. REFER DETAIL SHEET C4.06
6. PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01FOR DETAILS.
7. RAISE EXISTING SWD PIT TO PROPOSED LEVEL AND MATCH IN NEATLY REFER DETAIL
SHEET C4.06
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. OCEAN PROTECT 7 CARTRIDGE STORMFILTER SYSTEM DN2250 MANHOLE
11. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
12. PROPOSED FUEL POINT. REFER FUEL ENGINEERS DRAWINGS.
STRUCTURE SCHEDULE 13. PROPOSED BULK HEAD AT PROPERTY BOUNDARY TO PREVENT TRENCH SEEPAGE.
EXTEND 300mm EACH SIDE OF SWD PIPE.
STRUCTURE COVER STRUCTURE STRUCTURE
COVER TYPE
TYPE DIM DIMENSIONS NO.
SURFACE INLET CLASS D 600 x 600 PRECAST 1/1, 2/1, 4/1, 1/2, 1/6,
GALVANISED MILD 2/3
STEEL HEEL
PROOF GRATE
HINGED TO FRAME
CLASS D 300 WIDE 1/3
GALVANISED MILD ACO
HINGED TO FRAME DRAIN
MAINTENANCE CLASS D CAST Ø600 Ø1050 PRECAST 3/1 ENGINEER'S CERTIFICATION
HOLE IRON COVER This drawing has been assigned an electronic code that
BOLTED TO FRAME signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
CLASS D 600 x 600 Ø1050 PRECAST 2/2
GALVANISED MILD RPEQ No: 9330
STEEL HEEL
PROOF GRATE SIGNED:
HINGED TO FRAME
PROPRIETARY SQUARE CAST 900 X 900 OCEAN PROTECT 7 5/1
DEVICE IRON SOLID TOP CARTRIDGE
ACCESS COVER STORMFILTER NOTE NOTE
SYSTEM DN2250 · CONSTRUCTION TO NOTE PRESENCE OF GROUND · CONTRACTOR TO INSTALL OCEAN PROTECT
MANHOLE WATER TO 1.2m. TO ALLOW FOR DEWATERING OF OCEAN GUARD WITHIN ALL CIVIL DRAINAGE PITS.
ENVIROTANK CLASS D CAST 6.95m X 2m ENV1 THE SITE TO ALL EXCAVATIONS AS NEEDED REFER TO OCEAN PROTECT FOR DETAILS.
IRON CONCRETE ENVIROTANK · CONTRACTOR TO ALLOW FOR DEWATERING AND
INFILL COVER REFER DWG SHORING OFF ALL TRENCHES DEEPER THAN 1m.
1118/20/036 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
C RFI ISSUE 26/08/20 BVZ SS 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 C
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