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Approved Plans OPW20-0108
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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
RP72829 GP1/2
N15 N14 PROPOSED STORMWATER PIPE
Ø300 RCP
US IL 1.00
DS IL 0.990 PROPOSED STORMWATER PIPE INFORMATION
LENGTH 1 m
GRADE 0.01 %
1.40
GD1/3
1.50
PROPOSED BUILDING
1.60
DP N14
GP0/0 PROPOSED STRUCTURE NUMBER AND TOP OF GRATE/LID LEVEL
70
N15
FFL RL1.90m
1.
0
1.8 GP2/3 PROPOSED ROOFWATER DRAINAGE PIPE - REFER TO HYDRAULIC
DRAWINGS FOR DETAILS
DP DP PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)
DP PROPOSED DOWNPIPE. REFER ARHCITECTURAL DWGS
PROPOSED ACO GRATED DRAIN - REFER CIVIL DETAILS SHEET C6.02 FOR
1.90
1.80
DETAILS
1.90
1.90
2
1 .8 0
1.
1.8
1.90
80
0
61.00 PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
N14
N1 REFER NOTE 1 FOR DETAILS
20
RP131598
RP72829 RP72829 MH3/1
GP2/1 GP2/2
DP DP
GP1/4
N9 N14 N6
N11
GP1/4 GP1/4 GP1/4 GP1/4 GP1/4 1.80
EXISTING SERVICES LEGEND
DP DP EX1
DEVELOPMENT BOUNDARY
1.80
ENV1 61.00 EXISTING CONTOUR (0.25m INTERVAL)
N10 EXISTING STORMWATER
N12 1.8
1.90
0
0 .9
1.80
0
1.80 1.8 1 N5 N7
EXISTING SEWER
GP1/1
EXISTING WATER
N13
EX2
GP4/1 MH5/1 EXISTING ELECTRICAL - OVERHEAD
EXISTING TELECOMMUNICATIONS
1.70 EXISTING FENCE
1.60 X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
1.50 NOTES
1.40 1. CONTRACTOR TO COORDINATE STORMWATER WORKS WITH REQUIRED SERVICES, TO
ENSURE CLEARANCE TO (COUNCIL) REQUIRMENTS.
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
STRUCTURE SCHEDULE 10.
11.
OCEAN PROTECT 7 CARTRIDGE STORMFILTER SYSTEM DN2250 MANHOLE
PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
STRUCTURE COVER STRUCTURE STRUCTURE 12. PROPOSED FUEL POINT. REFER FUEL ENGINEERS DRAWINGS.
COVER TYPE 13. PROPOSED BULK HEAD AT PROPERTY BOUNDARY TO PREVENT TRENCH SEEPAGE.
TYPE DIM DIMENSIONS NO. EXTEND 300mm EACH SIDE OF SWD PIPE.
SURFACE INLET CLASS D 450 x 450 PRECAST 1/4, 2/4, 3/4, 4/4, 5/4, 14. CONTRACTOR TO PROVIDE STUB FOR ROOFWATER CONNECTION - REFER TO HYDRAULIC
GALVANISED MILD 6/4 DRAWINGS FOR DETAILS.
STEEL HEEL 15. PROPOSED ROOFWATER PIT - REFER HYDRAULIC DRAWINGS FOR DETAILS.
PROOF GRATE
HINGED TO FRAME
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 ENGINEER'S CERTIFICATION
GALVANISED MILD ACO This drawing has been assigned an electronic code that
HINGED TO FRAME DRAIN signifies the drawing has been checked and approved by:
MAINTENANCE CLASS D CAST Ø600 Ø1050 PRECAST 3/1 NAME: SHANE SUFFOLK
HOLE IRON COVER
BOLTED TO FRAME RPEQ No: 9330
CLASS D 600 x 600 Ø1050 PRECAST 2/2
NOOSA COUNCIL
SIGNED:
GALVANISED MILD
STEEL HEEL APPROVED PLAN
PROOF GRATE
HINGED TO FRAME NOTE NOTE OPW20/0108 13 OCT 2020
PROPRIETARY SQUARE CAST 900 X 900 OCEAN PROTECT 7 5/1 · CONSTRUCTION TO NOTE PRESENCE OF GROUND · CONTRACTOR TO INSTALL OCEAN PROTECT
DEVICE IRON SOLID TOP CARTRIDGE WATER TO 1.2m. TO ALLOW FOR DEWATERING OF OCEAN GUARD WITHIN ALL CIVIL DRAINAGE PITS.
ACCESS COVER STORMFILTER THE SITE TO ALL EXCAVATIONS AS NEEDED REFER TO OCEAN PROTECT FOR DETAILS.
SYSTEM DN2250 · CONTRACTOR TO ALLOW FOR DEWATERING AND
MANHOLE SHORING OFF ALL TRENCHES DEEPER THAN 1m.
ENVIROTANK CLASS D CAST 6.95m X 2m ENV1 0 4 8 12m
IRON CONCRETE ENVIROTANK
INFILL COVER REFER DWG
SCALE 1:200 @ A1
1118/20/036
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
D RFI RE-ISSUE 01/09/20 BVZ SS 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 D
Document Set ID: 21249393
Version: 1, Version Date: 29/09/2020 Print Date: 13 October 2020, 1:39 PM
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