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9307-OPW RFI 1 Civil Plans
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GENERAL NOTES ENVIRONMENTAL CONDITIONS
PRIOR TO COMMENCEMENT OF WORKS THE VEGETATION PROTECTION 4. FILL MATERIAL COMPACTION TEST RESULTS AND TEST LOCATIONS FOR
CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE BASE COURSE TESTING SHALL BE SUBMITTED TO AND WHERE NEW LANDSCAPING IS TO BE ESTABLISHED IN ALL STORMWATER TO HAVE A HEAVY DUTY
MAINTENANCE NOTES - DEFECTS
TREES LOCATED ALONG THE FOOTPATH SHOULD BE, IMPORTED FILL MATERIAL SHALL BE APPROVED
CORRECT LOCATION OF ALL EXISTING SERVICES WHERE POSSIBLE TRANSPLANTED PRIOR TO GRANULAR MATERIAL FREE OF VEGETABLE MATTER AND APPROVED BY THE SUPERINTENDENT PRIOR TO PLACING EXISTING PAVEMENT AREA, REMOVE A.C. SURFACE, TRAFFICABLE LID U.N.O. LIABILITY
WHETHER INDICATED OR NOT ON THE PLANS. ANY CONSTRUCTION, OR REPLACED IF DESTROYED. CONFORMING TO THE FOLLOWING:- SURFACE. SHOULD ANY TEST FAIL, THE CONTRACTOR CONCRETE KERBS AND ROAD BASE TO A MINIMUM DEPTH
DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT AS SIEVE % PASSING SHALL REWORK THE AREA AS REQUIRED OR AS DIRECTED OF 300mm. INSTALL SUBSOIL DRAINAGE TO THE ALL STORMWATER GULLY PITS SHALL BE LIP IN LINE, IN SUCH MAINTENANCE SHALL BE CARRIED OUT IN
THE CONTRACTOR'S EXPENSE. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR 75mm 100 TO OBTAIN THE SPECIFIED COMPACTION. BASE COURSE PERIMETER OF THE NEW LANDSCAPE AREA AT A DEPTH ACCORDANCE WITH THE PROVISIONS OF THE GENERAL
OF 300mm BELOW SUBGRADE LEVEL. FILL WITH TOP SOIL ACCORDANCE WITH IPWEA STANDARD DRAWING DS-060
HARDWOOD GIRDLES SHOULD BE CONSTRUCTED WITH 4.75mm 30 - 100 MATERIAL SHALL NOT BE PLACED UNTIL THE KERBS HAVE CONDITIONS OF CONTRACT WITH RESPECT TO MAKING
ANY WORK ON EXISTING SERVICES THAT REQUIRE ACHIEVED 20MPa STRENGTH. TO A DEPTH OF 100mm BELOW TOP OF KERB. REFER TO TO DS-063 U.N.O.
1.8m BATTENS CLOSELY SPACED AND ARRANGED 0.075mm 3 - 30 GOOD DEFECTS AND OTHER FAULTS DUE TO FAULTY
RELOCATION BY AUTHORITIES SHALL BE CARRIED OUT BY VERTICALLY FROM GROUND LEVEL. GIRDLES MUST BE LIQUID LIMIT 45% MAX. ARCHITECTS AND / OR LANDSCAPE CONSULTANTS REPAIR AND/OR WORKMANSHIP AND SHALL INCLUDE
THE RELEVANT AUTHORITY BUT WITHIN TERMS OF THE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND PLASTICITY INDEX 15% MAX. ALL PAVEMENT GRAVELS & TRENCHES SHALL BE BACK DETAILS FOR FINAL PLANTING. ALL STORMWATER FIELD INLETS SHALL BE IN CLEANING UP AND REPAIR DUE TO STORM DAMAGE.
CONTRACT AND SHALL BE CO-ORDINATED BY THE REMAIN UNTIL COMPLETION. CBR 10% MIN. FILLED IN LAYERS NOT EXCEEDING 150mm COMPACTED ACCORDANCE WITH IPWEA STANDARD DRAWING DS-050.
CONTRACTOR. LINEAR SHRINKAGE 8% MAX. THICKNESS TO NOT LESS THAN: THE CONTRACTOR SHALL ARRANGE FOR A SURVEYOR TO THE DEFECTS LIABILITY PERIOD SHALL BE FOR TWELVE
WHERE POSSIBLE, TREE ROOTS SHOULD BE TUNNELLED TEST CERTIFICATES ON THE TEST FILL MATERIAL SHALL CARRY OUT 'WORKS AS CONSTRUCTED' SURVEY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONTHS FROM THE DATE OF PRACTICAL COMPLETION
PRIOR TO COMMENCEMENT OF WORKS THE LOCATION DENSITY FREQUENCY SUBMIT DETAILS SHOWN ON A PLAN TO THE HEAD
UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED BE SUPPLIED TO THE DESIGN ENGINEER FOR APPROVAL LOCATING GULLY PITS IN RELATION TO THE NOMINAL AND AS NOTED IN THE CONDITIONS OF CONTRACT
CONTRACTOR WILL PROVIDE SCOUR AND EROSION THE DAMAGED AREA SHOULD BE TREATED WITH A PRIOR TO THE USE OF THE FILL MATERIAL. UNDER ROADS 95% SMDD 1 TEST PER 2 LAYERS CONTRACTOR AND CIVIL ENGINEER AT COMPLETION OF FACE OF KERB AND KERB AND CHANNEL.
PROTECTION INCLUDING PROVISION OF SEDIMENT TRAPS SUITABLE FUNGICIDE. CONTACT COUNCIL ARBORIST FOR A) >500mm BELOW PER 40m WITH AT CONSTRUCTION. 'WORKS AS CONSTRUCTED' SURVEY IS
AND FENCES TO MINIMISE DEPOSITION OF MATERIAL FURTHER ADVICE. ALL FILL MATERIAL INCLUDING ROAD PAVEMENT U.N.O. IS SUBGRADE LEAST 1 TEST IN 5 TO SHOW BUT NOT BE LIMITED TO LEVEL AND LOCATION THE CONTRACTOR SHALL VERIFY THE INVERT LEVEL AT
ONTO DOWNSTREAM OF THE PROPERTY AS INDICATED TO BE PLACED IN LAYERS NOT EXCEEDING 150mm OF NEW KERB, KERB AND CHANNEL, CONCRETE INVERT THE CONNECTION WITH EXISTING STORMWATER PIPES
BEING ADJACENT TO
ON THE DRAWINGS. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN COMPACTED THICKNESS AND COMPACTED TO THE B) <300MM BELOW 98% SMDD AND KERB RAMP AND ANY DETAILS RELATED TO FINAL PRIOR TO LAYING PIPES.
A MANHOLE OR ROAD WORKS.
BY COUNCIL'S RECOMMENDED TREE SERVICES. FOLLOWING DENSITIES: SUBGRADE
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH GULLY ALL TRENCHES SHALL BE BACK FILLED UNDER THE ROAD
ALL OTHER WORKING DRAWINGS, SPECIFICATIONS AND C) PAVEMENT 95% MMDD
REPORTS AND WITH SUCH OTHER WRITTEN SOIL BUILDING AREA 100% MAXIMUM DRY DENSITY
ELSEWHERE 95% SMDD 1 TEST PER LAYER
STORMWATER DRAINAGE NOTES IN LAYERS NOT EXCEEDING 150mm COMPACTED
THICKNESS NOT LESS THAN 100% MAXIMUM DRY DENSITY
INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED STANDARD COMPACTION STANDARD COMPACTION TEST (AS 1289).
SEPARATELY. CARE SHOULD BE TAKEN TO PREVENT PER 200m
OF CONSTRUCTION. ALL DISCREPANCIES AND UNDER ROADS 95% MAXIMUM DRY DENSITY ALL STORMWATER DRAINAGE PIPES Ø225 OR SMALLER
VARIATIONS SHALL BE REFERRED TO THE ENGINEER SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. SMDD - STANDARD MAXIMUM DRY DENSITY SHALL BE CLASS '2' RCP OR CLASS DWV uPVC UNLESS TRENCH BACKFILL TESTING SHALL BE CARRIED OUT ON
THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT A) >500mm BELOW STANDARD COMPACTION
BEFORE PROCEEDING WITH THE WORK. MMDD - MODIFIED MAXIMUM DRY DENSITY APPROVED OTHERWISE. EACH ALTERNATE COMPACTED LAYER AT A MAXIMUM 50m
CONTROLS AROUND STOCKPILES. SUBGRADE (AS PER AS. 1289) CENTRES AND NO MORE THAN 3m FROM MANHOLE
ALL LEVELS ARE TO BE TO A.H.D LEVEL DATUM. B) <300MM BELOW 98% MAXIMUM DRY DENSITY ALL STORM WATER PIPES Ø300 OR GREATER SHALL BE STRUCTURE.
P.S.M. SURVEY ORIGIN IS PERMANENT BENCHMARK NO. REHABILITATION SUBGRADE STANDARD COMPACTION PAVEMENT MATERIALS SHALL BE COMPACTED AND CLASS '2' RCP OR SN8 RIBBED POLY PIPE (E.G. BLACKMAX
PM142589 RL 58.174m. CONTACT STATEWIDE SURVEY PRE-DISTURBANCE SOIL PROFILES AND COMPACTION MAINTAINED AT MOISTURE CONTENTS AT PLACEMENT OR ENVIROPIPE ETC.) UNLESS APPROVED OTHERWISE. THE CONTRACTOR IS TO ENSURE THE METHOD OF
GROUP Ph. 1300 362 094 FOR MORE INFORMATION. LEVELS ARE TO BE REINSTATED. WITHIN THE RANGE OF 2% WET TO 2% DRY OF STANDARD COMPACTION OF THE BACKFILL IS SUITABLE FOR THE
REFER TO GEOTECHNICAL REPORT AND SPECIFIC CASE OPTIMUM MOISTURE CONTENT U.N.O ALL STORMWATER DRAINAGE PIPE WITHIN COUNCIL OR
FILL SHALL BE COMPACTED AND MAINTAINED AT CLASS OF PIPE INDICATED ON THE DRAWINGS.
PRE-DISTURBANCE VEGETATION PATTERNS SHOULD BE MAIN ROADS PROPERTY MUST BE RCP CLASS 2 OR 3 PIPE.
SOILS INVESTIGATIONS HAVE BEEN CARRIED OUT BY RESTORED. FOR FURTHER INFORMATION CONTACT MOISTURE CONTENTS AT PLACEMENT WITHIN THE RANGE TRENCH BACKFILL TESTING SHALL BE CARRIED OUT ON IF NECESSARY THE CONTRACTOR IS TO ADJUST HIS
CORE CONSULTANTS, REFERENCE J002971-001-R-REV1, COUNCIL ECOLOGICAL ASSESSMENT OFFICER. OF 2.0% WET TO 2.0% DRY OF STANDARD OPTIMUM EACH ALTERNATE COMPACTED LAYER AT MAXIMUM 50m ALTERNATIVE PIPE TYPES/CLASSES MUST BE APPROVED COMPACTION METHODS TO SUIT THE PIPE CLASS.
DATED OCTOBER 2025. THIS REPORT MUST BE READ IN MOISTURE CONTENT U.N.O. (REFER GEOTECHNICAL CENTRES AND NO MORE THAN 3m FROM MANHOLE BY THE DESIGN ENGINEER AND MAY REQUIRE DESIGN
ITS ENTIRETY PRIOR TO CONSTRUCTION BEING CONTRACTOR TO HAVE CONTROLS ON SITE TO MANAGE REPORT AND SPECIFIC CASE.) STRUCTURE. CHANGES TO BE ACCEPTABLE (U.N.O.). WHERE THE TRENCH IS EXCAVATED IN WATERLOGGED
UNDERTAKEN. DUST AT ALL TIMES, WHEN ANY AREAS OF THE SITE ARE ADDITIONAL REQUIREMENTS FOR SPECIFIC PIPE TYPES GROUND OR WHERE THE FOUNDATION IS CONSIDERED
EXPOSED. 5. GEOTECHNICAL INSPECTIONS AND TEST PAVEMENT MATERIAL CERTIFICATES AND GRADINGS ARE AS FOLLOWS: UNSUITABLE IN THE OPINION OF THE CERTIFYING
ALL WORK TO CONFORM TO THESE NOTES AND NOOSA CERTIFICATES TO BE PROVIDED TO THE SUPERINTENDENT FOR · ALL PIPES ARE TO BE INSTALLED AS PER THE ENGINEER, A LAYER OF CRUSHED ROCK, 40mm TO 20mm
SHIRE COUNCIL STANDARDS AND SPECIFICATIONS NOTE: ALL ENVIRONMENT PROTECTION MEASURES COMPACTION TESTS. TO BE CARRIED OUT IN APPROVAL PRIOR TO CONSTRUCTION. MANUFACTURERS SPECIFICATIONS. SIZE OR OTHER MATERIALS APPROVED BY THE
UNLESS OTHER WISE SHOWN ON PLANS OR DIRECTED BY SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION ACCORDANCE WITH AS 3798 (REFER TO GEOTECHNICAL · 'POLY' PIPES INSPECTING ENGINEER SHALL BE LAID IN A 500mm THICK
THE PROJECT MANAGER. WORK, INCLUDING CLEARING, COMMENCING. REPORT AND SPECIFIC CASE). PAVEMENT MATERIAL SHALL EXTEND 150mm BEHIND ·· MINIMUM COVER 600mm UNDER LAYER BELOW THE CULVERT BASE OR PIPE. THESE
KERB AND KERB AND CHANNEL. ASPHALT AREAS ARE TO BE INSPECTED BY THE GEOTECHNICAL
SETOUT OF CARPARK BAYS AND AISLES BY ARCHITECT'S
U.N.O.
BULK EARTHWORKS NOTES 'LEVEL 1' GEOTECHNICAL SUPERVISION AS DEFINED IN
WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT THE
·· MINIMUM COVER 600mm FROM ENGINEER TO ASSESS WHETHER FURTHER EXCAVATION
IS REQUIRED OR OTHER MEASURES CAN BE ADOPTED.
SECTION 8 OF AS 3798 GUIDELINES OF EARTHWORKS FOR UNDER-SIDE OF CONCRETE
COMMERCIAL AND RESIDENTIAL DEVELOPMENTS, SHALL EXISTING PAVEMENT IS TO BE SAW CUT AS INDICATED TO
·· CCTV REQUIRED AT
ALL 'WORKS AS CONSTRUCTED' INFORMATION SHALL BE 1. GENERAL BE PROVIDED UNDER ALL BUILDING AREAS AND ROADS. PROVIDE A NEAT, STRAIGHT LINE.
PRE-SEAL & PRE-POUR (HOLD POINT) & THE CONTRACTOR SHALL ARRANGE FOR A SURVEYOR TO
SUPPLIED IN ELECTRONIC DATA FORMAT TO THE EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE CARRY OUT A 'WORKS AS CONSTRUCTED' SURVEY TO
ALL FINISHED SURFACE LEVELS ARE SHOWN AT THE LIP AGAIN PRIOR TO PRACTICAL
RELEVANT AUTHORITIES REQUIREMENTS. WITH THE PROCEDURES SET DOWN IN AS 3798 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMIT DETAILS SHOWN ON PLAN TO THE HEAD
OF THE KERB AND CHANNEL OR THE NOMINAL FACE OF COMPLETION/HANDOVER (HOLD POINT) CONTRACTOR AND DESIGN ENGINEER AT COMPLETION OF
GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND ORGANISING THE COMPACTION TESTS AND APPOINTING
DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE THE GEOTECHNICAL SUPERVISION UTILISING THE THE KERB UNLESS NOTED OTHER WISE. · FRC PIPE CONSTRUCTION. 'WORKS AS CONSTRUCTED' SURVEY IS
RESIDENTIAL DEVELOPMENTS. ·· PIPE CLASS TO BE MINIMUM 3
DRAWINGS. ENGINEER WHO COMPLETED THE SITE INVESTIGATION IN TO SHOW BUT NOT BE LIMITED TO LEVEL AND LOCATION
ACCORDANCE WITH AS 3798 KERB AND KERB AND CHANNEL TO BE IN ACCORDANCE ·· PIPE CLASS TO BE 'RCP CLASS OF ALL DRAINAGE STRUCTURES, PIPES SIZES AND INVERT
'U.N.O.' STANDS FOR UNLESS NOTED OTHERWISE. FILL BATTERS ARE TO BE OVER FILLED AND COMPACTED WITH IPWEA STANDARD DRAWING RS-080 AND TYPICAL NOMINATED' +1 [E.G. RCP(3) = FRC(4)] LEVELS.
TO 1.0m BEYOND FINAL BATTER FACE THEN CUT BACK TO DETAILS PROVIDED ON DRAWING CP.2.01. ·· MINIMUM COVER TO BE 650mm
IN CASE OF DOUBT, ASK!
FINAL BATTER. 6. SERVICES PRIOR TO WORKS GOING ON MAINTENANCE OR A WORKS
PRIOR TO THE COMMENCEMENT OF WORKS THE KERB RAMPS ARE TO BE IN ACCORDANCE WITH NSC NOTE: ALL COVER IS MEASURED TO THE OUTSIDE EDGE COMPLETION CERTIFICATE IS PROVIDED, THE
SOFT SPOTS IN CLAY ARE TO BE DRAINED BY RUBBLE OR CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE STANDARD DRAWING NSD-9006E. CONTRACTOR SHALL ARRANGE FOR A CCTV TO BE
OF SOCKET JOINTS OR O.D. OF FLUSH JOINTED PIPE.
IMPORTANT SAFETY NOTICE AGRICULTURAL DRAINS TO PREVENT 'SUMPS' FORMING. CORRECT LOCATIONS OF ALL EXISTING SERVICES
WHETHER INDICATED OR NOT ON THE PLANS. ANY WHERE COUNCIL STANDARD DOES NOT NOMINATE
CARRIED OUT.
ALL STORMWATER PIPES 600Ø OR LESS SHALL BE
AT COMPLETION OF CONSTRUCTION THE CONTRACTOR DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT CONSTRUCTION METHODS OF CONCRETE KERB
MPN CONSULTING PTY LTD RECOGNISES THE RUBBER RING JOINTED (RRJ). ALL STORMWATER PIPES
SHALL ARRANGE FOR A SURVEYOR TO CARRY OUT A THE CONTRACTORS EXPENSE. SECTIONS TOOLED GROOVE JOINTS ARE TO BE PLACED 675Ø OR GREATER CAN BE FLUSH JOINTED.
IMPORTANCE OF OCCUPATIONAL HEALTH AND SAFETY.
HOWEVER, MPN CONSULTING PTY LTD HAS NOT BEEN
'WORKS AS CONSTRUCTED' SURVEY AND SUBMIT THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SET AT 3m MAXIMUM CENTRES. PLACE ADDITIONAL JOINTS TO PAVEMENT AND SIGNAGE NOTES CONSULTANT: MPN CONSULTING PTY LTD
DETAILS SHOWN ON A PLAN TO THE HEAD CONTRACTOR OUT OF ALL SERVICES & AUXILIARY ITEMS WITHIN THEIR KERBS, MEDIANS, INVERTS IN THE SAME LOCATION AS CONTACT: TOBY TAWDE MUSPRATT
ENGAGED TO DEVELOP, CHECK, SUPERVISE OR CONTROL ALL STORMWATER BEDDING SHALL BE IN ACCORDANCE
AND DESIGN ENGINEER. CORRECT ALLOCATION AREA. THE JOINTS IN THE CONCRETE PAVEMENTS WHERE (RPEQ 24982)
WORKERS OR METHODS OF WORK. WITH IPWEA STANDARD DRAWING DS-030 (PIPES) OR ALL PAVEMENT MARKING AND SIGNAGE TO BE IN
APPLICABLE. DS-031 (CULVERTS). ACCORDANCE WITH THE D.O.T. AND AS 1742 MANUAL FOR TELEPHONE: (07) 3335 4595
MPN CONSULTING PTY LTD DOES NOT HAVE THE
2. SOILS REPORT ROADWORKS NOTES UNIFORM TRAFFIC CONTROL DEVICES.
SUBSOIL DRAINS SHALL BE MIN Ø100 CORRUGATED 5.0m SUBSOIL LEAD IN TO PITS AND MANHOLES IS DATE 30/01/2026
CAPACITY OR AUTHORITY TO CONTROL WORKERS OR SOILS INVESTIGATIONS HAVE BEEN CARRIED OUT BY
POLYETHYLENE PIPE TO AS 2439 AND CONSTRUCTED IN REQUIRED IN ALL STORMWATER TRENCHES. FOR SIGNAGE AND ASSEMBLY DETAILS REFER TMR
METHODS OF WORK. CORE CONSULTANTS, REFERENCE J002971-001-R-REV1, FILL AND SUB GRADE SHALL BE COMPACTED AS DETAILED ACCORDANCE WITH IPWEA STANDARD DRAWING RS-140.
DATED OCTOBER 2025. THESE REPORTS MUST BE READ IN IN EARTHWORKS NOTES. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
TYPE 'C' SUBSOIL DRAINS ARE TO BE INSTALLED UNLESS FILL BETWEEN MULTI CELL BOX CULVERTS TO BE DRY
NOTHING IN THESE DESIGNS SHOULD BE INTERPRETED ITS ENTIRETY PRIOR TO CONSTRUCTION BEING NOTED OTHERWISE OR AGREED WITH DESIGN ENGINEER.
AS GOING BEYOND THE STRUCTURAL INTEGRITY OF THE THE CONTRACTOR IS TO INITIALLY EXCAVATE THE LEAN MIX. ALL SIGNS TO BE SIZE SIZE A.
UNDERTAKEN.
SUBJECT MATTER OF THE DESIGNS AND THEY SHOULD PAVEMENT TO LEVEL THEN ARRANGE 4 DAY SOAKED CBR NOTE: ALL EXTERNAL SUBSOIL DRAINAGE LINES ARE TO
NOT BE USED AS AN INDICATOR OF THE APPROPRIATE TESTS ON THE SUBGRADE AND NOTIFY THE CIVIL BITUTHENE TAPE TO BE USED ON BOX CULVERT JOINTS. FOR ROADWORK DELINEATOR DETAILS REFER TMR
BE CONSTRUCTED IN ACCORDANCE WITH TMR STANDARD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
METHODS OF WORK ON, IN OR AROUND THE SUBJECT ENGINEER. DRAWING SD1116 U.N.O.
MATTER. 3. SITE PREPARATION ALL DOWN PIPE CONNECTIONS SHALL BE PVC PIPE,
ALL SUBSOIL DRAINAGE OUTLETS ARE TO BE RUBBER RING JOINTED CLASS DWV. EXISTING PAVEMENT MARKING ARE TO BE REMOVED BY
ALL SUB GRADE AREA SHALL BE PROOF ROLLED AND CONSTRUCTED IN ACCORDANCE WITH TMR STANDARD C 30.01.26 FOR APPROVAL TTM LS
CONCERNS ABOUT THE CONDUCT OF WORKERS OR CLEAR THE SITE OF ALL DEBRIS INCLUDING EXISTING COMPACTED TO MAXIMUM DRY DENSITY RATIO OF 100% GRINDING.
DRAWING SD1116. DE-WATERING WHERE REQUIRED TO BE AT THE
METHODS OF WORK SHOULD BE RAISED WITH THE BUILDING RUBBLE AND CONCRETE SLABS, TREES STANDARD COMPACTION (AS 1289) WITH MOISTURE B 28.11.25 OPERATIONAL WORKS TTM LS
APPROPRIATE SAFETY OFFICIAL ON SITE. EXCEPTING THOSE TO BE RETAINED, GRASS AND TOP CONTENT WITHIN THE RANGE OF 2.0% WET TO 2.0% DRY CONTRACTORS COST. LINE MARKING SHALL BE DULUX ROADMASTER WATER
WHERE SUBSOIL DRAINS ARE SHOWN CROSSING BASED PAVEMENT MARKING OR APPROVED EQUIVALENT. A 14.11.25 FOR COORDINATION TTM SR
SOIL TO A DEPTH OF 100mm MINIMUM AND ORGANIC OF STANDARD OPTIMUM MOISTURE CONTENT. ANY SOFT BENEATH TRAFFICABLE AREAS THE PIPES ARE TO BE
MATERIAL SUCH AS TREE ROOTS WHERE REQUIRED. SPOTS ENCOUNTERED ARE TO BE EXCAVATED AND ALL CONNECTIONS FROM DOWN PIPES TO MAIN DRAIN ISSUE DATE AMENDMENT BY APP
PEDESTRIAN SURFACES STRIPPED TOP SOIL TO BE STOCKPILED ON SITE FOR REPLACED WITH SELECT MATERIAL (MINIMUM CBR 15) AS
WATER TIGHT UPVC CLASS PN12. LINES SHALL BE MADE WITH MANUFACTURED FITTINGS COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
UNLESS NOTED OTHERWISE. PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
REUSE IF REQUIRED OR REMOVED FROM SITE AS DEFINED IN EARTHWORKS NOTES. SUBSOIL DRAIN CLEAN OUTS ARE TO CONSTRUCTED IN
ALL SURFACES SUBJECT TO PEDESTRIAN TRAFFIC SHALL ACCORDANCE WITH IPWEA STANDARD DRAWING RS-142 ABN: 39 062 191 799
DIRECTED BY STOCKWELL. INVERT LEVELS SHOWN ON PLAN ARE AT PIPE /
MEET THE MINIMUM PENDULUM OR RAMP ALL FILL MATERIAL EXCLUDING ROAD PAVEMENT IS TO BE AND PLACED AT 80m MAXIMUM CENTRES.
RECOMMENDATIONS CONTAINED IN TABLE 3 OF PLACED IN LAYERS NOT EXCEEDING 150mm COMPACTED STRUCTURE JUNCTION. P: 61 7 3335 4555
E: [email protected]
AUSTRALIAN STANDARD HANDBOOK HB197:1999 - AN PRIOR TO THE PLACEMENT OF ANY FILLING PROOF ROLL
THE SITE USING SIX PASSES OF A 10 TONNE MINIMUM THICKNESS AND COMPACTED TO DENSITIES OUTLINED IN ALL SAFETY SIGNS AND BARRICADES SHALL BE ERECTED
INTRODUCTORY GUIDE TO THE SLIP RESISTANCE OF PIPE LENGTHS SHOWN ON PLAN / LONG SECTION ARE TO Level 4, Building 3,
STATIC WEIGHT VIBRATORY PAD TYPE ROLLER. THE EARTHWORKS NOTES. TO COMPLY WITH TMR STANDARDS AND AS 1742. Kings Row Office Park,
PEDESTRIAN SURFACE MATERIALS. COMPLIANCE WITH CENTRE OF STRUCTURE. 42 McDougall Street, Milton, QLD, 4064
THE RECOMMENDATIONS SHALL BE VERIFIED BY TESTING SUBGRADE TO BE COMPACTED TO 100% MAXIMUM DRY
DENSITY STANDARD COMPACTION TO E1.1 AS1289. ALL ROAD PAVEMENT MATERIAL IS TO BE PLACED IN WHERE LANDSCAPING IS REMOVED IN NEW PAVEMENT
TO EITHER:- AS/NZS 4586:2004 - SLIP RESISTANCE MINIMUM COVER TO RCP STORMWATER PIPES TO BE AS CLIENT:
LAYERS NOT EXCEEDING 150mm COMPACTED THICKNESS
NOT FOR CONSTRUCTION
MOISTURE CONTENT OF THE SUBGRADE IS TO BE WITHIN AREAS EXCAVATE 500mm MINIMUM BELOW UNDERSIDE OF FOLLOWS:
CLASSIFICATIONS OF NEW PEDESTRIAN SURFACE
THE RANGE OF 2.0% WET TO 2.0% DRY OF STANDARD AND COMPACTED TO 95% MODIFIED MAXIMUM DRY NEW PAVEMENT TO REMOVE ALL ROOT AND ORGANIC · PIPES IN ROADWAYS - 600mm COVER
STOCKWELL DEVELOPMENT GROUP PTY LTD
MATERIALS, OR AS/NZS 4663:2004 - SLIP RESISTANCE DENSITY. MATERIAL FROM PAVEMENT AREA. COMPACT AREA TO A
MEASUREMENT OF EXISTING PEDESTRIAN SURFACES AS OPTIMUM MOISTURE CONTENT. · PIPES IN LANDSCAPE AREAS - 450mm COVER U.N.O.
APPROPRIATE IN BOTH INSTANCES COMPLIANCE SHALL
MAXIMUM DRY DENSITY OF 100% STANDARD NOOSA EARLY LEARNING CENTRE
COMPACTION. FOLLOWING COMPACTION PLACE SELECT
BE DEMONSTRATED BY APPLYING CLAUSE 5.3 - MEANS OF SOFT SPOTS AND / OR LOOSE AREAS WHICH DO NOT
IMPROVE WITH COMPACTION ARE TO BE EXCAVATED TO A FILL MATERIAL (MINIMUM CBR 15) IN LAYERS NOT
ALL STORMWATER MANHOLES SHALL BE CONSTRUCTED LOT 4 NOOSA
DEMONSTRATING COMPLIANCE OF AS/NZS 4586:2004 - IN ACCORDANCE WITH IPWEA STANDARD DRAWINGS
MINIMUM DEPTH OF 500mm AND REPLACED. THESE AREAS EXCEEDING 150mm COMPACTED THICKNESS TO THE 63-65 HOFMANN DRIVE
SLIP RESISTANCE CLASSIFICATION OF NEW PEDESTRIAN UNDER SIDE OF NEW PAVEMENT MATERIAL TO M.D.D. DS-010, DS-015, DS-018, DS-019, DS-020 AND DS-021.
SURFACE MATERIALS. ARE TO BE INSPECTED BY A GEOTECHNICAL ENGINEER NOOSAVILLE, QLD 4566
TO ASSESS WHETHER FURTHER EXCAVATION IS RATIO OF 100% STANDARD COMPACTION. (AS 1289).
IN GENERAL, THE CLASSIFICATION OF A SURFACING REQUIRED OR IF OTHER MEASURES (SUCH AS
CONSTRUCTION OF A BRIDGING LAYER ) CAN BE
CONSTRUCTION NOTES
MATERIAL OR FINISH SHALL BE MADE ON A WORST CASE
BASIS AS DETERMINED BY PENDULUM TESTING USING ADOPTED. SELECT REPLACEMENT MATERIAL TO BE SHEET 1
BOTH THE FOUR S AND TRL RUBBER SLIDER. WHERE (MINIMUM CBR15) PLACED IN LAYERS NOT EXCEEDING
150mm COMPACTED THICKNESS, COMPACTED TO THE DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
ADDITIONAL TEST RESULTS ARE AVAILABLE (OIL -WET
RAMP, WET/ BAREFOOT RAMP) THESE MAY BE TAKEN INTO COMPACTION REQUIREMENTS. CHKD: LS APPRD: TTM DATE: 30.01.2026
CONSIDERATION. mpn JOB DRAWING No. REV
9307 CN.0.02 C
FOR APPROVAL
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