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9307-OPW RFI 1 Civil Plans
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NOOSA EARLY
LEARNING CENTRE
DRAWING REGISTER
63-65 HOFMANN DRIVE
DWG. No. DRAWING TITLE
CN.0.01
CN.0.02
COVER SHEET
CONSTRUCTION NOTES - SHEET 1
NOOSAVILLE, QLD 4566
CN.0.03 CONSTRUCTION NOTES - SHEET 2
BE.1.01 BULK EARTHWORKS PLAN
BE.2.01 BULK EARTHWORKS SECTIONS & DETAILS
CP.1.01 CIVIL WORKS PLAN
CP.2.01 CIVIL WORKS DETAILS - SHEET 1
CP.2.02 CIVIL WORKS DETAILS - SHEET 2
PV.1.01 PAVEMENT TYPES PLAN
LM.1.01 SIGNS AND LINEMARKING PLAN
SW.2.01 STORMWATER TREATMENT DETAILS - SHEET 1
SW.2.02 STORMWATER TREATMENT DETAILS - SHEET 2
SW.3.01 STORMWATER LONGITUDINAL SECTIONS - SHEET 1
SW.3.02 STORMWATER LONGITUDINAL SECTIONS - SHEET 2
SW.4.01 STORMWATER DRAINAGE CATCHMENT PLAN
SW.5.01 STORMWATER DRAINAGE CALCULATIONS - MINOR SHEET 1 LOCATION OF WORK
SW.5.02 STORMWATER DRAINAGE CALCULATIONS - MINOR SHEET 2 CONSULTANT: MPN CONSULTING PTY LTD
CONTACT: TOBY TAWDE MUSPRATT
(RPEQ 24982)
TELEPHONE: (07) 3335 4595
DATE 30/01/2026
C 30.01.26 FOR APPROVAL TTM LS
B 28.11.25 OPERATIONAL WORKS TTM LS
A 14.11.25 FOR COORDINATION TTM SR
ISSUE DATE AMENDMENT BY APP
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
ABN: 39 062 191 799
P: 61 7 3335 4555
E: [email protected]
Level 4, Building 3,
Kings Row Office Park,
42 McDougall Street, Milton, QLD, 4064
CLIENT:
NOT FOR CONSTRUCTION
STOCKWELL DEVELOPMENT GROUP PTY LTD
NOOSA EARLY LEARNING CENTRE
LOT 4 NOOSA
63-65 HOFMANN DRIVE
LOCALITY PLAN NOOSAVILLE, QLD 4566
NTS
COVER SHEET
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
CHKD: LS APPRD: TTM DATE: 30.01.2026
PLANNING AND ENVIRONMENT COURT APPROVAL mpn JOB DRAWING No. REV
CASE No. 1998 OF 2024
APPROVAL DATE: 26/06/2025 9307 CN.0.01 C
FOR APPROVAL
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Full text of sections 2 to 6 (of 22)
Section 2
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
Section 3
HOLD POINTS & INSPECTIONS: CONCRETE NOTES REINFORCEMENT COVER
GENERAL NOTES
THE FOLLOWING ITEMS DO NOT SUPERSEDE OR LIMIT THE THE CLEAR CONCRETE COVER TO REINFORCEMENT
REQUIREMENTS OF THE LOCAL AND STATE AUTHORITIES GENERAL SHALL BE AS FOLLOWS:- 1. GENERAL
HOLD POINTS OR INSPECTIONS AS NOMINATED IN THE ALL WORKMANSHIP AND MATERIALS SHALL BE IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL
APPLICABLE PLANNING SCHEME POLICIES, ACCORDANCE WITH CURRENT EDITIONS OF AS 3600 COMPONENT COVER (mm) U.N.O. OTHER WORKING DRAWINGS AND SPECIFICATIONS AND
CONSTRUCTION SPECIFICATIONS, APPROVAL CONDITIONS "CONCRETE STRUCTURES" EXCEPT AS VARIED BY WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE
CONTRACT DOCUMENTS. SLABS 50mm U.N.O. ISSUED DURING THE COURSE OF CONSTRUCTION. ALL
E.T.C OR DRAWINGS AND OR SPECIFICATION PROVIDED
DISCREPANCIES AND VARIATIONS SHALL BE REFERRED TO
BY THE DESIGN ENGINEER(S). KERB N/A
CONCRETE STRENGTH GRADE FOR PARTICULAR THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
THE FOLLOWING HOLD POINTS AND INSPECTIONS ARE TO ELEMENTS SHALL BE AS NOTED ON THE DRAWINGS. FOOTPATH REFER RS-065 IF IN DOUBT, ASK!
BE CONFIRMED AT THE PRE-START MEETING AND DO NOT FIELD INLETS REFER DS-050 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE
RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE WORK SHALL BE VERIFIED BEFORE CONSTRUCTION AND
SATISFY THE CERTIFYING ENGINEER OF THE WORKS THICKNESS OF APPLIED FINISHES. ACCESS CHAMBERS REFER DS-010 FABRICATION IS COMMENCED. DIMENSIONS SHALL NOT BE
CONSTRUCTED. OBTAINED BY SCALING STRUCTURAL DRAWINGS.
ACCESS CHAMBER ROOFS REFER RS-065 DURING CONSTRUCTION THE STRUCTURE SHALL BE
THE FACE OF ALL CONCRETE AGAINST WHICH NEW
CONCRETE IS TO BE CAST IS TO BE THOROUGHLY CUSTOM SWD STRUCTURES 50mm U.N.O. MAINTAINED IN A STABLE CONDITION AND NO PART TO BE
FAILURE TO FACILITATE THE ATTENDANCE OF THE OVERSTRESSED
AUTHORITY AND/OR CERTIFYING ENGINEER AT A MECHANICALLY SCABBLED. FULLY EXPOSING THE U.N.O. STANDS FOR 'UNLESS NOTED OTHERWISE'
REQUIRED HOLD POINT MAY RESULT IN THE RELEVANT AGGREGATE MATRIX, UNLESS OTHERWISE NOTED.
WORKS BEING EXCLUDED FROM CERTIFICATION AT REINFORCEMENT BAR LAPS N.S.O.P. STANDS FOR 'NOT SHOWN ON PLAN'
COMPLETION. PROVIDE 2N16 TRIMMER BARS TOP AND BOTTOM TO
1. PAVEMENTS: ALL SLAB PENETRATIONS UNLESS NOTED OTHERWISE U.N.O. BAR LAPS (mm) SHALL BE AS FOLLOWS:- 2. EXPOSURE CLASSIFICATION
1.1. SUBGRADE INSPECTION / PROOF ROLL ON REINFORCEMENT PLANS. BARS TO EXTEND 1000mm CONCRETE ELEMENTS HAVE BEEN DESIGNED FOR THE
MINIMUM PAST EDGE OF PENETRATION. BAR LAPS FOR SLABS FOLLOWING DURABILITY EXPOSURE CLASSIFICATIONS IN
PRIOR TO PLACEMENT OF ANY PAVEMENT
BAR SIZE TOP BAR BOTTOM BAR ACCORDANCE WITH AS 3600:-
GRAVELS, VISUAL INSPECTION OF SURFACE FOR
CONCRETE EXTERNAL: B1
CONFORMANCE TO FINISHED SURFACE PROFILE ALL CONCRETE SHALL COMPLY WITH PERFORMANCE N12 600 500
AND PROOF ROLL REQUIRED. REQUIREMENTS AS NOTED ON THE DRAWINGS. A COPY N16 900 700
IN-SITU CBR AND SUBGRADE COMPACTION OF ALL DELIVERY DOCUMENTS DETAILING QUANTITIES
N20 1200 950
TESTING RESULTS REQUIRED AT TIME OF AND SPECIFICATIONS OF CONCRETE USED ON SITE
INSPECTION. SHALL BE PROVIDED. N24 1550 1200
1.2. PRE-SEAL N28 1950 1500
PRIOR TO PRIME/SEAL APPLICATION, VISUAL
28 DAY COMPRESSIVE STRENGTH:
N32 2300 1800
INSPECTION OF SURFACE FOR CONFORMANCE COMPONENT STRENGTH (f'c)
N36 2700 2100
TO FINISHED SURFACE PROFILE, PROOF ROLL SLABS 32MPa U.N.O.
REQUIRED. KERB 25MPa
COMPACTION TESTING RESULTS, CONFORMANCE NOTE:
FOOTPATH REFER RS-065 MINIMUM LAP FOR ALL FABRIC SHALL BE ONE MESH
SURVEY AND ASPHALT/SEAL DESIGN APPROVAL PLUS 30mm.
REQUIRED AT TIME OF INSPECTION. FIELD INLETS REFER DS-050
1.3. CONCRETE REINFORCING INSPECTION ACCESS CHAMBERS REFER DS-010 PLACING
CBR SUB-BASE MATERIAL IN PLACE WITH ACCESS CHAMBER ROOFS REFER RS-065 ALL CONCRETE IS TO BE MECHANICALLY VIBRATED
FORMWORK, ALL REINFORCING ON CHAIRS AND DURING PLACING.
CUSTOM SWD STRUCTURES 32MPa U.N.O. CONSTRUCTION JOINTS SHALL BE FORMED AND USED
TIES IN PLACE
CONCRETE ATTRIBUTES ONLY WHERE SHOWN ON THE DRAWINGS OR
2. DRAINAGE: SPECIFICALLY APPROVED BY THE ENGINEER.
2.1. 1ST PIPE TRENCH AND BEDDING INSPECTION PARAMETER 'N' CLASS 'S' CLASS
2.2. 1ST PIPE INSTALLED/JOINTED PRIOR TO BACKFILL SURFACE FINISH
56 DAY DRYING
2.3. MANHOLE BASE SLAB REINFORCING REFER AS1379 650µ MEDIAN
SHRINKAGE FORMWORK IS TO BE IN ACCORDANCE WITH AS 3610
PRIOR TO CONCRETE POUR "FORMWORK FOR CONCRETE" UNLESS SPECIFIED
MAXIMUM
2.4. MANHOLE (CAST IN-SITU) WALL PRE-POUR 20mm 20mm OTHERWISE, CONCRETE IS TO BE A CLASS 3 FINISH
AGGREGATE SIZE
BASE SLAB INSTALLED WITH WHERE EXPOSED TO VIEW IN THE FINAL PROJECT AND
SLUMP 80 ± 15mm 80 ± 15mm CLASS 4 ELSEWHERE.
INCOMING/OUTGOING PIPES AND SUBSOIL LINES
IN PLACE. FORMWORK AND REINFORCING CEMENT TYPE REFER AS1379 GP
CURING
INSTALLED. PROJECT TO PROJECT TO
CONTROL ADEQUATE MEASURES SHALL BE TAKEN TO CONTROL
2.5. MANHOLE (CAST IN-SITU) ROOF PRE-POUR AS1379 AS1379 DRYING SHRINKAGE OF CONCRETE DURING
TESTING TYPE
CLAUSE 6.5 CLAUSE 6.5 PLACEMENT, COMPACTION AND FINISHING.
BASE SLAB INSTALLED WITH
INCOMING/OUTGOING PIPES AND SUBSOIL LINES
TYPICAL DETAIL REFERENCED ABOVE ARE FROM THE ACCEPTABLE CURING METHODS ARE PONDING,
IN PLACE. FORMWORK AND REINFORCING ABSORPTIVE COVER, LOW PRESSURE STEAM,
NOOSA SHIRE COUNCIL OR IPWEA STANDARD
INSTALLED. DRAWINGS AVAILABLE ON COUNCIL'S WEBSITE. IMPERMEABLE SHEET MEMBRANE AND CURING
3. WATER AUTHORITY (UNITYWATER) INSPECTIONS: COMPOUNDS AS PER AS3799 (PVA COMPOUNDS ARE
INSPECTIONS ARE TO BE CONFIRMED WITH NOT PERMITTED). CONSULTANT: MPN CONSULTING PTY LTD
UNITYWATER AND CONSTRUCTION CERTIFIER AT
REINFORCEMENT CONTACT: TOBY TAWDE MUSPRATT
PRE-START MEETING. ALL REINFORCEMENT SHALL BE TO CURRENT EDITIONS CONCRETE PLACEMENT AND COMPACTION IS TO BE (RPEQ 24982)
OF AS 4671 U.N.O. COMPLETED WITHIN AN APPROPRIATE TIME. TELEPHONE: (07) 3335 4595
SYMBOLS:- NO WATER IS TO BE ADDED TO CONCRETE MIX ON SITE DATE 30/01/2026
E = DEFORMED RIBBED 500MPa EARTHQUAKE UNLESS APPROVED AND SPECIFIED BY ENGINEER.
DUCTILITY BAR (D500E);
L = DEFORMED RIBBED 500MPa LOW DUCTILITY BAR USE ALIPHATIC ALCOHOL AS SOON AS SCREEDING IS
(D500L); FINISHED AS NECESSARY.
N = DEFORMED RIBBED 500MPa NORMAL DUCTILITY BAR
(D500N); CURING SHALL COMMENCE ONTO SLABS IMMEDIATELY
R = ROUND 250MPa NORMAL DUCTILITY BAR (R250N); AFTER INITIAL SET OF THE CONCRETE OR IMMEDIATELY
THE NUMBER FOLLOWING THE BAR IS THE NOMINAL AFTER REMOVAL OF FORMWORK.
BAR DIAMETER IN MILLIMETRES.
IN WINDY CONDITIONS, WIND BREAKS SHALL BE C 30.01.26 FOR APPROVAL TTM LS
ALL WELDED MESH REINFORCEMENT SHALL BE ERECTED TO SHIELD THE CONCRETE SURFACES B 28.11.25 OPERATIONAL WORKS TTM LS
FABRICATED FROM DEFORMED RIBBED 500MPa BAR DURING AND AFTER PLACEMENT.
(D500) U.N.O. A 14.11.25 FOR COORDINATION TTM SR
CONCRETE PLACEMENT AND CURING PROCEDURES ISSUE DATE AMENDMENT BY APP
REINFORCEMENT SHALL BE BENT COLD IN ARE TO BE SUBMITTED TO THE ENGINEER FOR COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
ACCORDANCE WITH AS 3600 EXCEPT WHERE APPROVAL PRIOR TO CONSTRUCTION. PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
APPROVED BY THE STRUCTURAL ENGINEER.
ABN: 39 062 191 799
STRIPPING
PENETRATION LOCATIONS AND POSITIONS ARE TO BE P: 61 7 3335 4555
SUBMITTED TO THE ENGINEER FOR APPROVAL ON STRIPPING OF FORMS AND REMOVAL OF FORMWORK E: [email protected]
EXISTING STRUCTURAL DRAWINGS. DO NOT CUT SHALL BE IN ACCORDANCE WITH AS 3600 "CONCRETE Level 4, Building 3,
REINFORCEMENT ON SITE TO CLEAR PENETRATIONS. STRUCTURES" CLAUSE 17.6 UNLESS SPECIFICALLY Kings Row Office Park,
APPROVED BY THE ENGINEER. 42 McDougall Street, Milton, QLD, 4064
DISPLACE REINFORCEMENT SLIGHTLY AS NECESSARY
TO CLEAR BLOCK OUTS. CLIENT:
NOT FOR CONSTRUCTION
REINFORCEMENT IS SHOWN DIAGRAMMATIC; IT IS NOT STOCKWELL DEVELOPMENT GROUP PTY LTD
NECESSARILY SHOWN IN TRUE PROJECTION. NOOSA EARLY LEARNING CENTRE
FOR LAPS AND COVERS REFER SCHEDULES ON LOT 4 NOOSA
REINFORCEMENT DRAWINGS. 63-65 HOFMANN DRIVE
NOOSAVILLE, QLD 4566
CONSTRUCTION NOTES
SHEET 2
DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
CHKD: LS APPRD: TTM DATE: 30.01.2026
mpn JOB DRAWING No. REV
9307 CN.0.03 C
FOR APPROVAL
Section 4
! ! ! CAUTION ! ! !
REFER TO EROSION AND SEDIMENT
CONTRACTOR TO CONFIRM THE DEPTH AND EXISTING
LEGEND PROPOSED
6.0
4.5 CONTROL PLAN ES.1.01 FOR
PRELIMINARY EROSION AND LOCATION OF ALL SERVICES PRIOR TO COMMENCING PROPERTY BOUNDARY
SEDIMENT CONTROL MEASURES AND ANY CONSTRUCTION WORKS OR ORDERING ANY EASEMENT BOUNDARY
7.0 TEMPORARY SEDIMENT BASIN. MATERIALS. 5.00 CONTOUR 5.00
BUILDING
CONCRETE
KERB
KERB AND CHANNEL
PERMANENT 1 IN 5 (MAX D-D HEAVILY SW STORM WATER MAIN
BATTER FROM PROPERTY 2 BE.2.01 VEGETATED
BOUNDARY TO TOP OF WALL. BE.2.01
W WATER MAIN
II S SEWER MAIN
II
II TOW: 6.46 G GAS MAIN
II 5.5 BOW: 4.96 T TELECOMMUNICATIONS
II
RET WALL
Y
BOUNDAR II WALL FINISHED SURFACE E U/G ELECTRICITY
PROPEIIRTY II RET
APPROVED WALL
II
RET LEVEL FENCE
WALL
II
II
II RET 150 CONCRETE SLAB
RET
II RET WALL BLOCK RETAINING WALL RET WALL
6.47
II
II
6.36
MAX. 1.50m CONCRETE SLEEPER SLEEPER RETAINING WALL RET WALL
TOW: 4.79 100 CBR 15
6.10
6.25
TOW: 5.24 TOW: 5.51 RETAINING WALL TO BOUNDARY. REFER BULK EARTHWORKS TOP OF BATTER
WALL
BOW: 4.55
II
TOW: 5.20
BOW: 4.95 3 BOW: 4.95
TYPICAL SECTION DETAIL C-C ON DRAWING LEVEL FACE OF BATTER
SP322201
BOW: 5.00 BE.2.01 FOR ADDITIONAL INFORMATION TOE OF BATTER
II
Emt AL SP322201
WALL
4.29
TOW: 4.83 SWALE DRAIN
RET
TYPICAL CARPARK WORKING PLATFORM DETAIL
II
BOW: 4.83 SUBSOIL DRAIN
6.17
TOW: 5.85
6.01
BOW: 4.97 N.T.S. BULK EARTHWORKS LEVEL
RET
WALL
OUNDARY
4.25
CHANGE OF GRADE
3 PR OPERTY B
EXISTING BOREHOLE BH1
II
BE.2.01
CB
WALL
t 1
RET
TEST PIT
Em 32220 FINISHED FLOOR TP1
4.38
5.0
SP C-C LEVEL - FFL
100 CONCRETE SLAB CUT AREA
RET
Y BE.2.01
BOUNDAR
WALL
II
600Ø
P R OP E RT Y 25 SAND
5.5
EXISTING BULK EARTHWORKS FILL AREA
ALIGNED)
4.0 TOW: 4.69 (TO BE RE PAD LEVEL - BEL
BOW: 4.45
5.47
5.36
RET
SW
TOW: 4.75
II
TYPICAL BUILDING WORKING PLATFORM DETAIL
WALL
BOW: 4.24
WALL
4.10
N.T.S.
COMP
TOW: 5.40
MAX. 600mm HIGH, BLOCK BOW: 4.95
FFL = FINISHED FLOOR LEVEL
RET
BEL = BULK EARTHWORKS LEVEL
II
RETAINING WALL.
4.5
4.0
RET
DESIGN BY STRUCTURAL
4.5
ENGINEER. REFER TO WALL LEVELS:
WALL
SW
SECTION B-B ON BE.2.01 TOW = TOP OF WALL
WALL
APPROV
II
FOR ARRANGEMENT.
BOW = BOTTOM OF WALL
COMP
BOUNDII A WALL
4.01
RET
TOB = TOP OF BLOCK
ED PRO
4.00
RET
5.39
5.18
TOF = TOP OF FOOTING
EXISTIN
1.0m
TRIM BACK TO STABLE
TOW: 4.61
RY
WALL
COMPACTED BATTER SLOPE
PERTY
BOW: 4.10 NOTE: TOB ONLY PROVIDED
(TO BE R
SW
G PROP
Cov J B-B WHERE BLOCKWORK FINISHES
BE.2.01 FILL
RET
OVER FILL BATTER SLOPE 1 UNDER PAVEMENT.
II
SP182845
N.S.
COMP
ERTY BO
EALIGNE
TOW: 5.93 FOR DISTANCE SHOWN 0.5
EXISTING PROPERTY BOUNDARY
BOW: 4.92
5
II
WALL
BUILDING
0.5m
3.88
D)
UNDARY
II
FFL 5.000 SP322201
SW
SP322201
Emt AO
RET
BIO-RETENTION SYSTEM, REFER BEL 4.875 MAXIMUM 12 IN 3 BATTER INTERFACE
TO DRAWING SW.2.01 FOR DETAILS. II BETWEEN PLAY SPACE AND PRIOR TO FILLING CUT 500mm INTO
5.20
1 EXISTING SURFACE AS SHOWN
COMP
BLOCK RETAINING WALL AROUND EXISTING BOUNDARY LEVELS
II
4.0
BE.2.01 EXISTING SURFACE CONSULTANT: MPN CONSULTING PTY LTD
WALL
BY STRUCTURAL ENGINEER.
4.98
CONTACT: TOBY TAWDE MUSPRATT
3.91
EARTHWORKS LEVEL (BEL) = 2.700 TOW: 4.47 (RPEQ 24982)
TOP OF FOOTING (TOF) = 3.000 BOW: 4.22
4 II TYPICAL BATTER BENCHING DETAIL
II
TELEPHONE: (07) 3335 4595
II
RET
TOP OF BLOCKWORK (TOB) =4.100
II
SW
S S = VARIES AS INDICATED
TOW TOW: 4.40 SP322201 N.T.S. DATE 30/01/2026
BEL: 4.90 BOUNDARY
CO CO FFL: 4.75 EX./FFL: 4.95
MP Section 5
MP
II
COMP
SS TOW: 4.40
II
SW RET WALL ALL PLAYSCAPE DRAINAGE
TO BE COLLECTED AND
3.92
CO A-A II
L 13.04.26 RFI RESPONSE MG TTM
5.00
MP DISCHARGED TO PIT AND
4.00
BE.2.01
4.0292
K 30.01.26 FOR APPROVAL
4.
S TOW: 4.40 PIPE NETWORK. TTM LS
4.12
II
4.12
II
TOW: 4.40 COM J 28.11.25 OPERATIONAL WORKS TTM LS
P Pit
4.22
SW
4.1.023
l
ica S IL0.682
ctr I 14.11.25 FOR COORDINATION TTM SR
4
Ele BULK EARTHWORKS QUANTITIES: NOTES:
4.41
S IL0.
4.13
4
H 10.04.25 FOR DA APPROVAL BT LS
II
4.2 852
4.20
SL
4.2 P
II
IL1.397
BEL: 4.91 1. RETAINING WALL ALIGNMENTS ON PLANS ARE INDICATIVE
COM
Emt CC
4 6
STRIP TOPSOIL: 540m³ (STRIP DEPTH 150mm) G
.13
ole 03.04.25 FOR DA APPROVAL BT LS
II
4.28 5Ø
SP322201 P S FFL: 4.76 ONLY FOR CLARITY WHEN PRINTED TO SCALE AT A3.
4.34
ht BEL: 4.77
37
Lig TOW: 4.40 (STOCKPILE FOR REUSE PER LANDSCAPE DIRECTION) ISSUE DATE AMENDMENT BY APP
4.47
REFER TO DETAILED SECTIONS ON DRAWING FOR
4.16
FFL: 4.62
II
EXISTING FOOTPATH NORTH/WEST OF DRIVEWAY TO
4.49
S BEL: 4.90 ALIGNMENTS AND OFFSETS. COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
II
BE DEMOLISHED AND RECONSTRUCTED FOR JUNCTION CUT TO FILL VOLUME: 400m³
S
PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
II
FFL: 4.75
4.19
NO EARTHWORKS TO 2. BULK EARTHWORKS LEVELS (BEL XX.XXX) ARE BASED ON
INTO EASEMENT FOOTPATH AND CONSTRUCTION OF
II
4.44
4.69
OCCUR WITHIN EASEMENT THE WORKING PLATFORM DETAILS SHOWN. ABN: 39 062 191 799
II
BIO-RETENTION SYSTEM. CONCRETE TO BE NEATLY
4.22
CUT TO EXPORT VOLUME: 85m³
4.56
II
CD ON SP322201 3. CONTRACTOR TO CONTACT SERVICE PROVIDER FOR ANY
II
P: 61 7 3335 4555
4.40.41
4.22
SAWCUT PRIOR TO ANY DEMOLITION OCCURRING.
II
S
H
4
BEL: 4.89 WORKS WITHIN THE ZONE OF INFLUENCE OF THE SERVICE E: [email protected]
4.25
4.47
BEL: 4.72 NOTES:
0
S
FFL: 4.74
IL2.9
AND COMPLY TO ANY SERVICE PROVIDER REQUIREMENTS.
4.25
S Level 4, Building 3,
4.25
FFL: 4.87
4.38
IL0.94
Emt CD 1. EARTHWORKS QUANTITIES HAVE BEEN CALCULATED Kings Row Office Park,
4.56
4. EXISTING SERVICE LIDS TO REMAIN ACCESSIBLE AND
4.49
IL2.88 6
4.41
FOR INFORMATION AND ARE BASED ON PROVIDED 42 McDougall Street, Milton, QLD, 4064
IL0.97
4.28
1 SP322201 HAVE FREE DRAINING SURROUNDS UNTIL APPROVAL
COM S
SITE SURVEY, WITH SUPPLEMENTARY LIDAR DATA,
W 4.39
P SL 4.47
4.26
W 750Ø
OBTAINED FROM COUNCIL FOR INFRASTRUCTURE WORKS. CLIENT:
4.45
SW Sewer M/H AND AN ASSUMED TOPSOIL STRIP DEPTH OF 150mm.
NOT FOR CONSTRUCTION
S
4.52
1 IN 10 MAX LANDSCAPE
4.65
STOCKWELL DEVELOPMENT GROUP PTY LTD
4.5
5. UNCONTROLLED FILL TO BE REMOVED AND
4.29
COM BATTER FROM FENCELINE
S
P 2. UNCONTROLLED FILL TO BE REMOVED AND
4.303
W
4.4
SW RECOMPACTED OR REPLACED UNDER THE DIRECTION
4.49
SW
S
REINSTATED UNDER GEOTECHNICAL ENGINEERS
4.57
4.71
M P
NOOSA EARLY LEARNING CENTRE
S
COM SUPERVISION. AND SUPERVISION OF THE GEOTECHNICAL ENGINEER.
HOF
4.63 4.52
CO
P
4.33
4.62
MP
4.69
4.59
4.347
SW
MAN
S
CO W 3. VOLUMES DETERMINED FROM SURVEY PROVIDED,
4.4
6. STOCKPILE HEIGHTS AND BATTERS TO BE IN
4.53
MP CO LOT 4 NOOSA
4.71
E E
4.69
N DR
4.65
WITH ALLOWANCE FOR SITE STRIP NOTED ABOVE, TO
S
COM T H ACCORDANCE WITH IECA GUIDELINES.
P IL1.329 r M/
4.56
4.370
4.37
it
S
S IL1.137 IL1.160 S
4.64
4.5
SW P e UNDERSIDE OF PAVEMENT OR BUILDING PLATFORM.
SW W IVE tra M/
H ew 63-65 HOFMANN DRIVE
SW
S
ls er S
4.4.547 4.60
COM RETAIN LEVEL PLANTING Te
W
w 4. VOLUMES ARE COMPACTED/IN PLACE WITHOUT
4.65
4.4503
E Se 4.6 5
P NOOSAVILLE, QLD 4566
4.
4.40
ZONES
SW ADJACENT VERGE SL
4.68
BULKING FACTORS APPLIED OR UNSUITABLE
4.61
4.4760
4
4.
PER LANDSCAPE ARCHITECT
4.43
EXISTING HOFMANN DRIVE COM MATERIAL QUANTIFIED.
COMP
P
4.50
P
BULK EARTHWORKS PLAN
M
CO
4.47
INTENT. EXISTING PLANTING
SW 5. EXCAVATED MATERIAL FROM SERVICES TRENCHING
CO
FOOTPATH TO BE
4.50
M PH Section 6
E
S
W PROTECTED AND RETAINED MAY BE RETAINED. COM
P
AND LOCALISED EXCAVATION FOR FOOTINGS OR
SW
SW DEEP SOIL CULTIVATION FOR TREES ETC., WHICH
COM COM U.N.O. ALL EXISTING VERGE SERVICES TO HAVE NOT BEEN MODELLED IN BULK EARTHWORKS
P E P DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
SWBE PROTECTED AND RETAINED. IF SURFACE HAVE NOT BEEN QUANTIFIED.
MP
W V
COMP CHKD: LS APPRD: TTM DATE: 30.01.2026
DAMAGED OR CO DISTURBED,
SW CONTRACTOR
CO
MP 6. CONTRACTOR IS RESPONSIBLE FOR THE FINAL
COM TO REINSTATE ALL EXISTING SERVICES TO CONFIRMATION OF QUANTITIES BASED ON EXISTING mpn JOB DRAWING No. REV
P E
W RELEVANT AUTHORITY'S SATISFACTION. SITE CONDITIONS AND BULK EARTHWORKS DESIGN. 0 2 4 6 8 10
9307 BE.1.01
SW
COM
P L
W E SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
SW
COM
P
The text continues on section 7.