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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]
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GENERAL NOTES: LINEMARKING & SINGAGE NOTES: STORMWATER NOTES:
1. DRAWINGS TO BE READ IN CONJUNCTION WITH LOCAL AUTHORITY SPECIFICATIONS. 1. ALL SIGNAGE AND LINE MARKING TO BE IN ACCORDANCE WITH MANUAL FOR UNIFORM TRAFFIC 1. ALL STORMWATER DRAINAGE TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL COUNCIL, IPWEA,
2. CHECK ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK, DIMENSIONS IN METRES UNLESS OTHERWISE CONTROL DEVICES (MUTCD CURRENT EDITION) AND IN ACCORDANCE WITH AS1742.2-2009. QDUM AND AS3500.
STATED. DO NOT SCALE FROM DRAWINGS. 2. ALL CARPARK LINEMARKING TO BE IN ACCORDANCE WITH THE DIMENSIONAL REQUIREMENTS AS/NZS 2. ALL PVC-U STORMWATER PIPES TO BE CLASS SN8 U.N.O.
3. CHECK SITE BOUNDARY DIMENSIONS FROM THE TITLE PLANS. 2890.1 2004. 3. ALL PP (STORMPRO) PIPES TO BE CLASS SN8 U.N.O.
4. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED DATA. IT IS THE CONTRACTORS 3. ALL CARPARK LINE MARKING SHALL BE TYPE 1 MARKING PAINT 80-100mm WIDE TO MRS 11.45 4. ALL STORMWATER PIPES TO BE RUBBER RING JOINTED.
RESPONSIBILITY TO CONFIRM THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT SPECIFICATIONS. 5. FINAL LID AND GRATE LEVELS OF MANHOLES AND PITS TO BE ADJUSTED ON SITE TO
OF ANY WORK. 4. ALL LINEMARKING, SIGNAGE AND R.R.P.M's SHALL BE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM SUIT ALL EARTHWORKS AND FINISHED SURFACE LEVELS.
5. AT COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE REINSTATED TO DESIGN DRAWINGS OR TRAFFIC CONTROL DEVICES" (MUTCD). 6. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH LOCAL COUNCIL, IPWEA, QDUM AND
EXISTING SURFACE. 5. ALL LINEMARKING ON AC PAVEMENTS SHALL BE WHITE, TYPE 1 ROAD MARKING PAINT 80-100mm WIDE, AS3500 FOR PVC-U PIPES AND SPECIFICATION FOR R.C. PIPES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO INFRASTRUCTURE. REPAIRS OR REFER MRS 11.45 SPECIFICATIONS (U.N.O.) 7. MAINTENANCE HOLES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL AUTHORITY.
REINSTATEMENT TO BE CARRIED OUT TO THE SATISFACTION OF SUPERINTENDENT. 6. ALL LINEMARKING ON CONCRETE PAVEMENTS SHALL BE GOLDEN YELLOW COLOUR NO. Y14 AS 2700 AND 8. TYPE 2 BEDDING TO BE USED TO ALL STORMWATER PIPES UNLESS NOTED OTHERWISE.
7. UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT OR APPROVING AUTHORITY MATERIALS SPECIFIED 80-100mm WIDE (U.N.O.) 9. EXCAVATION, BEDDING AND BACKFILL OF STORMWATER PIPES TO BE IN ACCORDANCE
ARE TO BE USED. DISABILITY CARPARK LINEMARKING TO AS2890.6. WITH IPWEA DRG. No. DS-030.
8. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY 7. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1743 UNLESS NOTED OTHERWISE 10. ALL FIELD INLETS TO BE TYPE 2 IN ACCORDANCE WITH IPWEA DRG. No. DS-050
REQUIREMENTS. 8. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE SIGN: UNLESS NOTED OTHERWISE.
9. THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE - NO KERB = 600mm BEHIND GUIDE POSTS 11. REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION OF GROSS POLLUTANT TRAPS. (IF
INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION - BARRIER KERB = 300mm FROM FACE OF KERB APPROVED FOR THE SITE)
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. - MOUNTABLE KERB = 500mm FROM FACE OF KERB 12. UNLESS NOTED OTHERWISE, A MINIMUM COVER OF 600mm SHALL BE MAINTAINED OVER ALL
10. A FLEXIBLE STRIKER BAR SHALL BE PROVIDED IN CONJUNCTION WITH SIGNAGE WHERE CLEARANCE STORMWATER PIPES UNDER ROADWAYS AND A MINIMUM COVER OF 450mm SHALL BE MAINTAINED FOR
SAFETY/SAFETY IN DESIGN LESS THAN 2.3m OCCURS. ALL INTERALLOTMENT DRAINAGE.
1. THERE ARE INHERENT RISKS WITH CONSTRUCTING, MAINTAINING, OPERATING, DEMOLISHING AND DISPOSING. 13. CONTRACTOR TO MAINTAIN A 1.0m CLEARANCE WITH INTERALLOTMENT STORMWATER PIPES TO SEWER
WE NOTE THIS DESIGN IS TYPICAL OF SIMILAR DESIGNS. AS FAR AS IS REASONABLY PRACTICABLE, RISKS HAVE MAINS (O.D. TO O.D.)
BEEN ELIMINATED OR MINIMISED THROUGH THE DESIGN PROCESS. HAZARD CONTROLS MUST STILL BE 17. DRAINAGE CONNECTIONS TO KERB AND CHANNEL REFER TO LOCAL AUTHORITY STD DRG BSD-8114.
IMPLEMENTED BY THE CONTRACTOR, OWNER OR OPERATOR TO ENSURE THE SAFETY OF WORKERS. WE DID NOT STORMWATER NOTES: 13. THE CONTRACTOR IS TO ENSURE PROPER COMPACTION TO BACKFILLING OF TRENCHES AND
IDENTIFY ANY UNIQUE RISKS ASSOCIATED WITH THE DESIGN. 1. ALL STORMWATER DRAINAGE TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL COUNCIL, IPWEA, STRUCTURES.
2. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL RELEVANT LEGISLATION QDUM AND AS3500. 14. UPON COMPLETION, ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND
2. ALL PVC-U STORMWATER PIPES TO BE CLASS SN8 U.N.O. OTHER BLOCKAGES.
3. ALL PP (STORMPRO) PIPES TO BE CLASS SN8 U.N.O. 15. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER
4. ALL STORMWATER PIPES TO BE RUBBER RING JOINTED. DRAINAGE ASSETS FOR APPROVAL BY THE ENGINEER AND/OR LOCAL AUTHORITY.
EARTHWORKS NOTES:
5. FINAL LID AND GRATE LEVELS OF MANHOLES AND PITS TO BE ADJUSTED ON SITE TO 16. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY
1. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS
SUIT ALL EARTHWORKS AND FINISHED SURFACE LEVELS. THE CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE
3798 AND CURRENT LOCAL AUTHORITY.
6. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH LOCAL COUNCIL, IPWEA, QDUM AND CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING
2. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY
AS3500 FOR PVC-U PIPES AND SPECIFICATION FOR R.C. PIPES. AND THE RESPONSIBILITY OF OTHER PARTIES.
OPERATIONAL BEFORE
7. MAINTENANCE HOLES TO BE CONSTRUCTED IN ACCORDANCE WITH (IPWEA) DRG. DS-010, 015, 018, 019,
COMMENCING UP-SLOPE EARTHWORKS.
020 AND 021.
3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL STRUCTURES,
8. TYPE 2 BEDDING TO BE USED TO ALL STORMWATER PIPES UNLESS NOTED OTHERWISE.
DEBRIS AND FENCES FROM THE SITE.
9. EXCAVATION, BEDDING AND BACKFILL OF STORMWATER PIPES TO BE IN ACCORDANCE
4. FILL SHALL BE SOUND MATERIAL APPROVED BY THE ENGINEER, FREE OF ANY
WITH IPWEA DRG. No. DS-030.
ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
10. ALL FIELD INLETS TO BE TYPE 2 IN ACCORDANCE WITH IPWEA DRG. No. DS-050
5. FILL TO BE PLACED IN MAXIMUM 150mm LIFTS, UNLESS APPROVED OTHERWISE
UNLESS NOTED OTHERWISE.
AND COMPACTED TO SPECIFICATION.
11. REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION OF GROSS POLLUTANT TRAPS. (IF
6. COMPACTION TEST RESULTS TO BE SUBMITTED TO ENGINEER FOR APPROVAL
APPROVED FOR THE SITE)
PRIOR TO PLACEMENT OF EACH LAYER.
12. UNLESS NOTED OTHERWISE, A MINIMUM COVER OF 600mm SHALL BE MAINTAINED OVER ALL
7. LEVEL 1 CERTIFICATION IS REQUIRED IN ACCORDANCE WITH AS 3798.
STORMWATER PIPES UNDER ROADWAYS AND A MINIMUM COVER OF 450mm SHALL BE MAINTAINED FOR
8. ALL STRUCTURES ARE TO BE CONSIDERED WITH THE STRUCTURAL LOADING
ALL INTERALLOTMENT DRAINAGE.
FROM EARTHWORKS.
13. CONTRACTOR TO MAINTAIN A 1.0m CLEARANCE WITH INTERALLOTMENT STORMWATER PIPES TO SEWER
9. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL BE
MAINS (O.D. TO O.D.)
REHABILITATED TO PRE-CONSTRUCTION CONDITIONS, AT THE CONTRACTORS
17. DRAINAGE CONNECTIONS TO KERB AND CHANNEL REFER TO IPWEA STD DRG RS-081.
EXPENSE.
13. THE CONTRACTOR IS TO ENSURE PROPER COMPACTION TO BACKFILLING OF TRENCHES AND
10. THE FINISHED SURFACE SHALL BE FREE DRAINING AT MINIMUM 1:100 UNLESS
STRUCTURES.
OTHERWISE STATED ON PLANS.
14. UPON COMPLETION, ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND
11. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE MINIMUM DRY DENSITY RATIO
OTHER BLOCKAGES.
(M.D.D.R) OF 100% STD.
15. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER
12. MINIMUM RELATIVE COMPACTION:
DRAINAGE ASSETS FOR APPROVAL BY THE ENGINEER AND/OR LOCAL AUTHORITY.
· BUILDING PLATFORM (98% STD AS1289.S.1.1
16. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY
· ROAD SUBGRADE (100% STD AS1289.S.1.1)
THE CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE
13. ALL LEVELS TO BE CROSS REFERENCED WITH ARCHITECTURAL DRAWINGS.
CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING
AND THE RESPONSIBILITY OF OTHER PARTIES.
SURVEY DATA
SURVEYED BY MINSTAFF SURVEY DATED 26/04/2024.
PLAN REFERENCE M5442 3000 001.
RP DESCRIPTION
LOT 4259 MCH4540
SITE AREA = 3040m²
APPROVED RPEQ CLIENT PROJECT DRAWING
DRAWN JW STATUS FOR APPROVAL
CHARLES COOK
ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES GENERAL NOTES
RPEQ NO: 8480 DESIGN JW
APPROVED DATE PROJECT NO. DRAWING NO. REV NO.
CHECK CC 4 LEO ALLEY RD,
30.10.24
A ISSUED FOR APPROVAL 30.10.24 CC
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00010 A
P1 ISSUED FOR DISCUSSION 02.10.24 CC COPYRIGHT © All rights reserved.
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