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Approved Plans and Documents - OPW22/0303
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LOT 22 MEDIHUB NOOSA BUSINESS CENTRE
28 EENIE CREEK ROAD
NOOSAVILLE, QLD 4566
CIVIL ENGINEERING DRAWINGS
DESIGNED BY:
DRAWING REGISTER
DWG. No. DRAWING TITLE
CN.0.101C COVER SHEET
CN.0.102C CONSTRUCTION NOTES NOOSA COUNCIL
APPROVED PLAN
OPW22/0303 21 APR 2023
ES.1.101C EROSION AND SEDIMENT CONTROL PLAN
BE.1.101C BULK EARTHWORKS PLAN CONSULTANT: MPN CONSULTING PTY LTD
CONTACT: LACHLAN STEPHENSON
(RPEQ 16903)
CP.1.101C CIVIL WORKS PLAN TELEPHONE: (07) 3335 4595
CP.2.101C CIVIL WORKS DETAILS
DATE 25.11.2022
PV.1.101C PAVEMENT TYPES PLAN
LM.1.101C SIGNS AND PAVEMENT MARKING PLAN - SHEET 1
LM.1.102C SIGNS AND PAVEMENT MARKING PLAN - SHEET 2
2 25.11.22 FOR APPROVAL KC LS
SW.2.101C BIO-RETENTION BASIN DETAILS 1 11.11.22 FOR COORDINATION KC LS
SW.3.101C STORMWATER DRAINAGE LONGITUDINAL SECTIONS ISSUE DATE AMENDMENT BY APP
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
SW.5.101C STORMWATER DRAINAGE CATCHMENT PLAN AND CALCULATIONS WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
WR.0.101C WATER RETICULATION COVER SHEET
WR.1.101C WATER RETICULATION PLAN ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
SR.0.101C SEWER RETICULATION COVER SHEET LOCATION OF WORKS
SR.1.101C SEWER RETICULATION PLAN
NOT FOR CONSTRUCTION
LOT 22 MEDIHUB
NOOSA BUSINESS CENTRE
28 EENIE CREEK ROAD
NOOSAVILLE, QLD 4566
LOCALITY PLAN COVER SHEET
NTS
DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL mpn JOB DRAWING No. REV
APPLICATION NUMBER: MCU22/0038
DECISION DATE: 24/08/2022 8662 CN.0.101C 2
FOR APPROVAL
Document Set ID: 22315064
Version: 1, Version Date: 20/02/2023
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Section 2
GENERAL NOTES ENVIRONMENTAL CONDITIONS EROSION AND SEDIMENT SOFT SPOTS AND / OR LOOSE AREAS WHICH DO NOT
IMPROVE WITH COMPACTION ARE TO BE EXCAVATED TO A
ALL PAVEMENT GRAVELS & TRENCHES SHALL BE BACK
FILLED IN LAYERS NOT EXCEEDING 150mm COMPACTED
STORMWATER DRAINAGE NOTES PAVEMENT AND SIGNAGE NOTES
PRIOR TO COMMENCEMENT OF WORKS THE VEGETATION PROTECTION
CONTROL PROGRAM MINIMUM DEPTH OF 500mm AND REPLACED. THESE AREAS
ARE TO BE INSPECTED BY A GEOTECHNICAL ENGINEER
THICKNESS TO NOT LESS THAN:
ALL STORMWATER DRAINAGE PIPES 225Ø OR SMALLER ALL PAVEMENT MARKING AND SIGNAGE TO BE IN
CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE TO ASSESS WHETHER FURTHER EXCAVATION IS LOCATION DENSITY FREQUENCY SHALL BE CLASS '2' RCP OR CLASS DWV uPVC. ACCORDANCE WITH THE D.O.T. AND AS 1742 MANUAL FOR
TREES LOCATED ALONG THE FOOTPATH SHOULD BE,
CORRECT LOCATION OF ALL EXISTING SERVICES WHERE POSSIBLE TRANSPLANTED PRIOR TO GENERAL REQUIRED OR IF OTHER MEASURES (SUCH AS UNDER ROADS 98% SMDD 1 TEST PER 2 LAYERS UNIFORM TRAFFIC CONTROL DEVICES.
WHETHER INDICATED OR NOT ON THE PLANS. ANY CONSTRUCTION, OR REPLACED IF DESTROYED. CONSTRUCTION OF A BRIDGING LAYER ) CAN BE PER 40m WITH AT ALL STORM WATER PIPES 300Ø OR GREATER SHALL BE
1. PRIOR TO COMMENCING WORK ON SITE THE A) >500mm BELOW
DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT ADOPTED. SELECT REPLACEMENT MATERIAL TO BE CLASS '2' RCP UNLESS NOTED OTHERWISE. ALL SIGNS TO BE SIZE SIZE A.
THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL ERECT AND/OR CONSTRUCT ALL SUBGRADE LEAST 1 TEST IN 5
WHEN WORKING WITHIN 4m OF TREES, RUBBER OR (MINIMUM CBR15) PLACED IN LAYERS NOT EXCEEDING BEING ADJACENT TO
ENVIRONMENTAL CONTROLS (SEDIMENT FENCES, FOR SIGNAGE AND ASSEMBLY DETAILS REFER TMR
HARDWOOD GIRDLES SHOULD BE CONSTRUCTED WITH
DIVERSION DRAINS AND SEDIMENT BASINS) AS SHOWN
150mm COMPACTED THICKNESS, COMPACTED TO THE B) <500MM BELOW 100% SMDD
A MANHOLE OR
FRC PIPES SHALL NOT BE USED.
ANY WORK ON EXISTING SERVICES THAT REQUIRE 1.8m BATTENS CLOSELY SPACED AND ARRANGED COMPACTION REQUIREMENTS. SUBGRADE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
RELOCATION BY AUTHORITIES SHALL BE CARRIED OUT BY ON MPN DRAWING 8662-ES.1.101C. RECEIVING WATERS GULLY
THE RELEVANT AUTHORITY BUT WITHIN TERMS OF THE
VERTICALLY FROM GROUND LEVEL. GIRDLES MUST BE 4. FILL MATERIAL C) PAVEMENT 95% MMDD
ALL STORMWATER PIPES 675Ø OR GREATER SHALL BE
FOR ROADWORK DELINEATOR DETAILS REFER TMR
STRAPPED TO TREES PRIOR TO CONSTRUCTION AND ARE TO BE TESTED FOR pH, TURBIDITY AND TSS AND FLUSH JOINTED.
CONTRACT AND SHALL BE CO-ORDINATED BY THE IMPORTED FILL MATERIAL SHALL BE APPROVED MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
REMAIN UNTIL COMPLETION. LOGGED IN THE ENVIRONMENTAL LOG. GRANULAR MATERIAL FREE OF VEGETABLE MATTER AND ELSEWHERE 98% SMDD 1 TEST PER LAYER
CONTRACTOR. 2. ALL RUNOFF FROM THE SITE IS TO BE DIRECTED TO THE ALL STORMWATER PIPES 600Ø OR SMALLER SHALL BE
CONFORMING TO THE FOLLOWING:- PER 200m
WHERE POSSIBLE, TREE ROOTS SHOULD BE TUNNELLED RELEVANT ENVIRONMENTAL CONTROL DEVICE PRIOR TO RUBBER RING JOINTED. EXISTING PAVEMENT MARKING ARE TO BE REMOVED BY
PRIOR TO COMMENCEMENT OF WORKS THE AS SIEVE % PASSING GRINDING.
UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED DISCHARGING FROM THE SITE. SMDD - STANDARD MAXIMUM DRY DENSITY
CONTRACTOR WILL PROVIDE SCOUR AND EROSION 75mm 100
THE DAMAGED AREA SHOULD BE TREATED WITH A MMDD - MODIFIED MAXIMUM DRY DENSITY ALL STORMWATER BEDDING SHALL BE TYPE 'H2' U.N.O.
PROTECTION INCLUDING PROVISION OF SEDIMENT TRAPS 3. DURING THE CONSTRUCTION PROGRAM THE 4.75mm 30 - 100 LINE MARKING SHALL BE DULUX ROADMASTER WATER
SUITABLE FUNGICIDE. CONTACT COUNCIL ARBORIST FOR 0.075mm 3 - 30 (AS PER AS. 1289)
AND FENCES TO MINIMISE DEPOSITION OF MATERIAL CONTRACTOR SHALL INSPECT ALL ENVIRONMENTAL BASED PAVEMENT MARKING OR APPROVED EQUIVALENT.
FURTHER ADVICE. LIQUID LIMIT 35% MAX. 1m SUBSOIL LEAD IN TO PITS AND MANHOLES IS
ONTO DOWNSTREAM OF THE PROPERTY AS INDICATED CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH PAVEMENT MATERIALS SHALL BE COMPACTED AND
PLASTICITY INDEX 15% MAX. REQUIRED IN ALL STORMWATER TRENCHES.
ON THE DRAWINGS. MAJOR STORM EVENT (IE. RAINFALL EXCEEDING 25mm IN MAINTAINED AT MOISTURE CONTENTS AT PLACEMENT
ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN
BY COUNCIL'S RECOMMENDED TREE SERVICES. 24 HOURS). ANY RECTIFICATION OF DAMAGE TO THE
CBR 5% MIN.
WITHIN THE RANGE OF 2% WET TO 2% DRY OF STANDARD FILL BETWEEN MULTI CELL BOX CULVERTS TO BE DRY
MAINTENANCE NOTES - DEFECTS
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH LINEAR SHRINKAGE 8% MAX.
OPTIMUM MOISTURE CONTENT U.N.O
ALL OTHER WORKING DRAWINGS, SPECIFICATIONS AND SOIL ENVIRONMENTAL CONTROL DEVICES OR CLEANING OUT TEST CERTIFICATES ON THE TEST FILL MATERIAL SHALL LEAN MIX. LIABILITY
TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED OF THE DEVICES IS TO BE CARRIED OUT BY THE BE SUPPLIED TO THE SUPERINTENDENT FOR APPROVAL
REPORTS AND WITH SUCH OTHER WRITTEN CONTRACTOR AS REQUIRED. TRENCH BACKFILL TESTING SHALL BE CARRIED OUT ON BITUTHENE TAPE TO BE USED ON BOX CULVERT JOINTS.
INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE SEPARATELY. CARE SHOULD BE TAKEN TO PREVENT PRIOR TO THE USE OF THE FILL MATERIAL. SUCH MAINTENANCE SHALL BE CARRIED OUT IN
EACH ALTERNATE COMPACTED LAYER AT MAXIMUM 50m
OF CONSTRUCTION. ALL DISCREPANCIES AND SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. SEDIMENT BASIN CENTRES AND NO MORE THAN 3m FROM MANHOLE ALL DOWN PIPE CONNECTIONS SHALL BE PVC PIPE, ACCORDANCE WITH THE PROVISIONS OF THE GENERAL
THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT ALL FILL MATERIAL INCLUDING ROAD PAVEMENT U.N.O. IS CONDITIONS OF CONTRACT WITH RESPECT TO MAKING
VARIATIONS SHALL BE REFERRED TO THE ENGINEER 1. WITHIN 36 TO 48 HOURS AFTER EACH STORM EVENT STRUCTURE. RUBBER RING JOINTED CLASS DWV
CONTROLS AROUND STOCKPILES. TO BE PLACED IN LAYERS NOT EXCEEDING 150mm GOOD DEFECTS AND OTHER FAULTS DUE TO FAULTY
BEFORE PROCEEDING WITH THE WORK. THE WATER IN THE SEDIMENT BASINS IS TO BE TESTED
REHABILITATION COMPACTED THICKNESS AND COMPACTED TO THE REPAIR AND/OR WORKMANSHIP AND SHALL INCLUDE
FOR TURBIDITY. SHOULD THE SUSPENDED SOLIDS OF PAVEMENT MATERIAL CERTIFICATES AND GRADINGS ARE DE-WATERING WHERE REQUIRED TO BE AT THE
ALL LEVELS ARE TO BE TO A.H.D LEVEL DATUM. FOLLOWING DENSITIES: CLEANING UP AND REPAIR DUE TO STORM DAMAGE.
PRE-DISTURBANCE SOIL PROFILES AND COMPACTION THE WATER EXCEED 50MG/LITRE THEN THE WATER IS TO TO BE PROVIDED TO THE SUPERINTENDENT FOR CONTRACTORS COST.
P.S.M. SURVEY ORIGIN IS PERMANENT BENCHMARK NO. LEVELS ARE TO BE REINSTATED. BUILDING AREA 100% MAXIMUM DRY DENSITY APPROVAL PRIOR TO CONSTRUCTION.
BE TREATED WITH GYPSUM AT THE RATE OF 32Kg / 100m3 THE DEFECTS LIABILITY PERIOD SHALL BE FOR TWELVE
56522, RL 7.30m LOCATED PRODUCTION STREET. TO SETTLE OUT THE SUSPENDED SOLIDS. WATER IS TO STANDARD COMPACTION ALL CONNECTIONS FROM DOWN PIPES TO MAIN DRAIN
PRE-DISTURBANCE VEGETATION PATTERNS SHOULD BE PAVEMENT MATERIAL SHALL EXTEND 150mm BEHIND LINES SHALL BE MADE WITH MANUFACTURED FITTINGS MONTHS FROM THE DATE OF PRACTICAL COMPLETION.
CONTACT BENNETT AND FRANCIS PTY LTD ON Ph. (07) BE RETESTED PRIOR TO RELEASE.
RESTORED. FOR FURTHER INFORMATION CONTACT UNDER ROADS 98% MAXIMUM DRY DENSITY KERB AND KERB AND CHANNEL. UNLESS NOTED OTHERWISE.
3239 5444 FOR MORE INFORMATION. THE pH OF WATER IS TO BE TESTED. IF THE pH IS OUTSIDE
COUNCIL ECOLOGICAL ASSESSMENT OFFICER. A) >500mm BELOW STANDARD COMPACTION
STORMWATER SURVEY WAS CARRIED OUT BY NORRIES OF THE RANGE 6.5 pH TO 8.5 pH UNITS IT SHALL BE SUBGRADE WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT THE INVERT LEVELS SHOWN ON PLAN ARE AT PIPE /
CLARKE & O'BRIEN PTY LTD, CONTACT ON Ph. (07) NOTE: ALL ENVIRONMENT PROTECTION MEASURES TREATED TO BRING IT WITHIN THIS RANGE. EXISTING PAVEMENT IS TO BE SAW CUT AS INDICATED TO
B) <500MM BELOW 100% MAXIMUM DRY DENSITY STRUCTURE JUNCTION.
30120000 FOR MORE INFORMATION. SHOULD BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WHEN THE SUSPENDED SOLIDS LEVEL IS ACCEPTABLE PROVIDE A NEAT STRAIGHT LINE.
WORK, INCLUDING CLEARING, COMMENCING. THE WATER IS TO BE RELEASED OR PUMPED OUT SUBGRADE STANDARD COMPACTION PIPE LENGTHS SHOWN ON PLAN / LONG SECTION ARE TO
A SOILS INVESTIGATION HAS BEEN CARRIED OUT BY CORE ENSURING CAREFUL ATTENTION NOT TO DISTURB THE ALL FINISHED SURFACE LEVELS ARE SHOWN AT THE LIP CENTRE OF STRUCTURE.
CONSULTANTS PTY LTD , REFERENCE No. REFER TO GEOTECHNICAL REPORT AND SPECIFIC CASE OF THE KERB AND CHANNEL OR THE NOMINAL FACE OF
J001701-006-R-Rev1, DATED OCT, 2022 EROSION AND SEDIMENTATION SETTLED SEDIMENT.
2. WHEN THE DEPTH OF SEDIMENT IN THE BASE OF ANY
FILL SHALL BE COMPACTED AND MAINTAINED AT THE KERB UNLESS NOTED OTHER WISE. MINIMUM COVER TO STORMWATER PIPES TO BE AS
MOISTURE CONTENTS AT PLACEMENT WITHIN THE RANGE
THIS REPORT MUST BE READ IN ITS ENTIRETY PRIOR TO
CONSTRUCTION BEING UNDERTAKEN.
CONTROL NOTES SEDIMENT BASIN EXCEEDS 300mm, THE BASIN OR DAM OF 2% WET TO 0% DRY OF STANDARD OPTIMUM KERB AND KERB AND CHANNEL TO BE IN ACCORDANCE
FOLLOWS:
PIPES IN ROADWAYS - 600mm COVER
SHALL BE DRAINED AND THE SEDIMENT EXCAVATED AND MOISTURE CONTENT U.N.O. (REFER GEOTECHNICAL WITH IPWEA STANDARD DWG NO. RS-080. PIPES IN LANDSCAPE AREAS - 450mm COVER U.N.O.
ALL WORK TO BE IN ACCORDANCE WITH THE REMOVED FROM SITE BY THE CONTRACTOR. REPORT AND SPECIFIC CASE.)
ALL WORK TO CONFORM TO NOOSA SHIRE COUNCIL 5. GEOTECHNICAL INSPECTIONS AND TEST
INTERNATIONAL EROSION CONTROL ASSOCIATION ENVIRONMENTAL LOG KERB RAMPS ARE TO BE IN ACCORDANCE WITH NOOSA ALL STORMWATER MANHOLES SHALL BE IN ACCORDANCE
STANDARDS AND SPECIFICATIONS UNLESS OTHER WISE
GUIDELINES. CERTIFICATES SHIRE COUNCIL STANDARD DWG NO. NSD-9006E. WITH IPWEA STANDARD DWG NO. DS-010.
SHOWN ON PLANS OR DIRECTED BY THE 1.THE CONTRACTOR SHALL MAINTAIN A DEDICATED ON
SUPERINTENDENT. SITE ENVIRONMENTAL LOG WHICH NOTES ALL WATER COMPACTION TESTS. TO BE CARRIED OUT IN
IF DIRECTED BY THE ENGINEER, TOPSOIL STOCKPILES ACCORDANCE WITH AS 3798 (REFER TO GEOTECHNICAL WHERE COUNCIL STANDARD DOES NOT NOMINATE ALL STORMWATER TO HAVE A HEAVY DUTY
ARE TO BE SOWN WITH A COVER CROP AS SOON AS QUALITY SAMPLING AND MONITORING DATES, RESULTS CONSTRUCTION METHODS OF CONCRETE KERB
SETOUT OF CARPARK BAYS AND AISLES BY ARCHITECT'S REPORT AND SPECIFIC CASE). TRAFFICABLE LID U.N.O.
PRACTICAL AFTER STOCKPILING. AND MAINTENANCE RECORDS. SECTIONS TOOLED GROOVE JOINTS ARE TO BE PLACED
U.N.O. IT SHALL INCLUDE ALL RELEVANT INFORMATION NOOSA COUNCIL
'LEVEL 1' GEOTECHNICAL SUPERVISION AS DEFINED IN AT 3m MAXIMUM CENTRES. PLACE ADDITIONAL JOINTS TO ALL STORMWATER GULLY PITS SHALL BE ACCORDANCE
NO DISTURBANCE TO VEGETATION IS TO TAKE PLACE PERTAINING TO INSPECTION AND MAINTENANCE OF SECTION 8 OF AS 3798 GUIDELINES OF EARTHWORKS FOR KERBS, MEDIANS, INVERTS IN THE SAME LOCATION AS WITH IPWEA STANDARD DWG NO. DS-060. APPROVED PLAN
ALL 'WORKS AS CONSTRUCTED' INFORMATION SHALL BE
BEYOND THE BOUNDARIES OF THE CURRENT STAGE OF DEVICES, DATES OF RAINFALL WATER QUALITY TESTING, COMMERCIAL AND RESIDENTIAL DEVELOPMENTS, SHALL THE JOINTS IN THE CONCRETE PAVEMENTS WHERE OPW22/0303 21 APR 2023
SUPPLIED IN BOTH HARD COPY AND ELECTRONIC DATA
DEVELOPMENT. BASIN DEWATERING BE PROVIDED UNDER ALL BUILDING AREAS AND ROADS. APPLICABLE. KERB ADAPTERS SHALL BE PROVIDED IN KERB AND
FORMAT TO THE RELEVANT AUTHORITIES
SEDIMENT IS TO BE PREVENTED FROM ENTERING (DEWATERING OF BASINS AND DAMS MUST INCLUDE A CHANNEL IN ACCORDANCE WITH NOOSA SHIRE COUNCIL
REQUIREMENTS.
STORMWATER GULLY PITS BY PLACING A PORTABLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBSOIL DRAINS SHALL BE MIN 100Ø CORRUGATED REQUIREMENTS.
SEDIMENT BARRIER. SPACE FOR SIGN OFF BY THE CONTRACTOR THAT WATER
ORGANISING THE COMPACTION TESTS AND APPOINTING POLYETHYLENE PIPE TO AS 2439 AND CONSTRUCTED IN
DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE QUALITY RESULTS ARE WITHIN APPROVED LIMITS.) CONSULTANT: MPN CONSULTING PTY LTD
THE GEOTECHNICAL SUPERVISION UTILISING THE ACCORDANCE WITH NOOSA SHIRE COUNCIL STANDARD THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DRAWINGS.
DURING CONSTRUCTION, TEMPORARY DIVERSION ENGINEER WHO COMPLETED THE SITE INVESTIGATION IN DWG. LOCATING GULLY PITS IN RELATION TO THE NOMINAL CONTACT: LACHLAN STEPHENSON
DRAINS, SEDIMENT FENCES AND, OR SEDIMENT TRAPS THE ENVIRONMENTAL LOG SHALL BE KEPT ON SITE AND FACE OF KERB AND KERB AND CHANNEL.
'U.N.O.' STANDS FOR UNLESS NOTED OTHERWISE. ACCORDANCE WITH AS 3798 (RPEQ 16903)
ARE TO BE CONSTRUCTED AT REGULAR INTERVALS DOWN IS TO BE MADE AVAILABLE FOR INSPECTION BY COUNCIL SUBSOIL DRAINS ARE TO BE USED IN ALL AREAS, EXCEPT
SLOPE PRIOR TO ANY BREAKS IN CONSTRUCTION (SUCH OFFICERS AT ALL TIMES. 6. SERVICES WHERE SUBSOIL DRAINS ARE SHOWN BENEATH MINIMUM COVER TO ROOF WATER PIPES TO BE 450mm TELEPHONE: (07) 3335 4595
IN CASE OF DOUBT, ASK! AS A WEEKEND) OR IF RAIN IS IMMINENT. PRIOR TO THE COMMENCEMENT OF WORKS THE TRAFFICABLE AREAS THE PIPES ARE TO BE WATER TIGHT EXCEPT WHERE LESS COVER IS NECESSARY TO
CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE UPVC CLASS PN12 OR RCP CLASS 2.
IMPORTANT SAFETY NOTICE DISCHARGE TO STREET KERB AND CHANNEL. DATE 25.11.2022
INSTALL SEDIMENT FENCES TO CONTROL SHEET FLOW BULK EARTHWORKS NOTES CORRECT LOCATIONS OF ALL EXISTING SERVICES
OR SEDIMENT TRAPS TO CONTROL CONCENTRATED WHETHER INDICATED OR NOT ON THE PLANS. ANY SUBSOIL DRAIN CLEAN OUTS ARE TO CONSTRUCTED IN THE CONTRACTOR SHALL VERIFY THE INVERT LEVEL AT
MPN CONSULTING PTY LTD RECOGNISES THE FLOW. DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT ACCORDANCE WITH TMR STANDARD DRAWING NO. THE CONNECTION WITH EXISTING STORMWATER PIPES
IMPORTANCE OF OCCUPATIONAL HEALTH AND SAFETY.
1. GENERAL THE CONTRACTORS EXPENSE. SD1116 AND PLACED AT 50m MAXIMUM CENTRES..
EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE PRIOR TO LAYING PIPES.
HOWEVER, MPN CONSULTING PTY LTD HAS NOT BEEN SERVICE TRENCHES ARE TO BE REVEGETATED WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SET
GRASS SODS AND TOPSOIL SAVED DURING EXCAVATION WITH THE PROCEDURES SET DOWN IN AS 3798 OUT OF ALL SERVICES & AUXILIARY ITEMS WITHIN THEIR ALL SAFETY SIGNS AND BARRICADES SHALL BE ERECTED
ENGAGED TO DEVELOP, CHECK, SUPERVISE OR CONTROL ALL TRENCHES SHALL BE BACK FILLED UNDER THE ROAD
WORKERS OR METHODS OF WORK. OF THE TRENCHES (AS APPROPRIATE) GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND CORRECT ALLOCATION AREA. TO COMPLY WITH TMR STANDARDS AND AS 1742.
RESIDENTIAL DEVELOPMENTS. IN LAYERS NOT EXCEEDING 150mm COMPACTED
CUT AND FILL BATTERS ARE TO BE STABILISED WITH TOP THICKNESS NOT LESS THAN 100% MAXIMUM DRY DENSITY
MPN CONSULTING PTY LTD DOES NOT HAVE THE SOIL AND SEEDED AS SOON AS PRACTICAL.
A LAYER OF 100mm THICK ROADBASE MATERIAL MINIMUM
ROADWORKS NOTES WHERE LANDSCAPING IS REMOVED IN NEW PAVEMENT STANDARD COMPACTION TEST (AS 1289).
CAPACITY OR AUTHORITY TO CONTROL WORKERS OR AREAS EXCAVATE 500mm MINIMUM BELOW UNDERSIDE OF
CBR 15 IS TO BE PLACED AND COMPACTED ON BUILDING NEW PAVEMENT TO REMOVE ALL ROOT AND ORGANIC 2 25.11.22 FOR APPROVAL KC LS
METHODS OF WORK. FILL AND SUB GRADE SHALL BE COMPACTED AS DETAILED TRENCH BACKFILL TESTING SHALL BE CARRIED OUT ON
AREAS IMMEDIATELY ON COMPLETION OF BULK MATERIAL FROM PAVEMENT AREA. COMPACT AREA TO A
IN EARTHWORKS NOTES. EACH ALTERNATE COMPACTED LAYER AT A MAXIMUM 50m 1 11.11.22 FOR COORDINATION KC LS
NOTHING IN THESE DESIGNS SHOULD BE INTERPRETED EARTHWORKS. MAXIMUM DRY DENSITY OF 100% STANDARD CENTRES AND NO MORE THAN 3m FROM MANHOLE ISSUE DATE AMENDMENT BY APP
AS GOING BEYOND THE STRUCTURAL INTEGRITY OF THE COMPACTION. FOLLOWING COMPACTION PLACE SELECT STRUCTURE.
FILL BATTERS ARE TO BE OVER FILLED AND COMPACTED THE CONTRACTOR IS TO INITIALLY EXCAVATE THE
SUBJECT MATTER OF THE DESIGNS AND THEY SHOULD FILL MATERIAL (MINIMUM CBR 15) IN LAYERS NOT COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
TO 1.0m BEYOND FINAL BATTER FACE THEN CUT BACK TO PAVEMENT TO LEVEL THEN ARRANGE 4 DAY SOAKED CBR WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
NOT BE USED AS AN INDICATOR OF THE APPROPRIATE EXCEEDING 150mm COMPACTED THICKNESS TO THE THE CONTRACTOR IS TO ENSURE THE METHOD OF CONSULTING PTY LIMITED 2018 ©
FINAL BATTER. TESTS ON THE SUBGRADE AND NOTIFY THE
METHODS OF WORK ON, IN OR AROUND THE SUBJECT UNDER SIDE OF NEW PAVEMENT MATERIAL TO M.D.D. COMPACTION OF THE BACKFILL IS SUITABLE FOR THE
SUPERINTENDENT WHO WILL DETERMINE FINAL
MATTER. RATIO OF 100% STANDARD COMPACTION. (AS 1289). CLASS OF PIPE INDICATED ON THE DRAWINGS.
SOFT SPOTS IN CLAY ARE TO BE DRAINED BY RUBBLE OR PAVEMENT THICKNESS AND ARRANGE PAVEMENT
AGRICULTURAL DRAINS TO PREVENT 'SUMPS' FORMING. APPROVAL FROM THE RELEVANT AUTHORITY.
CONCERNS ABOUT THE CONDUCT OF WORKERS OR WHERE NEW LANDSCAPING IS TO BE ESTABLISHED IN IF NECESSARY THE CONTRACTOR IS TO ADJUST HIS
EXISTING PAVEMENT AREA, REMOVE A.C. SURFACE, ABN: 39 062 191 799 P: 61 7 3335 4555
METHODS OF WORK SHOULD BE RAISED WITH THE ALL SUB GRADE AREA SHALL BE PROOF ROLLED AND COMPACTION METHODS TO SUIT THE PIPE CLASS.
AT COMPLETION OF CONSTRUCTION THE CONTRACTOR CONCRETE KERBS AND ROAD BASE TO A MINIMUM DEPTH
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
APPROPRIATE SAFETY OFFICIAL ON SITE. COMPACTED TO MAXIMUM DRY DENSITY RATIO OF 100%
SHALL ARRANGE FOR AN INDEPENDENT LICENSED OF 300mm. INSTALL SUBSOIL DRAINAGE TO THE
SURVEYOR TO CARRY OUT A 'WORKS AS CONSTRUCTED' STANDARD COMPACTION (AS 1289) WITH MOISTURE WHERE THE TRENCH IS EXCAVATED IN WATERLOGGED
PEDESTRIAN SURFACES PERIMETER OF THE NEW LANDSCAPE AREA AT A DEPTH GROUND OR WHERE THE FOUNDATION IS CONSIDERED
SURVEY AND SUBMIT THE DETAILS SHOWN ON A PLAN TO CONTENT WITHIN THE RANGE OF 2% WET TO 0% DRY OF
OF 300mm BELOW SUBGRADE LEVEL. FILL WITH TOP SOIL UNSUITABLE IN THE OPINION OF THE SUPERINTENDENT, A
THE SUPERINTENDENT. STANDARD OPTIMUM MOISTURE CONTENT. ANY SOFT
TO A DEPTH OF 100mm BELOW TOP OF KERB. REFER TO LAYER OF CRUSHED ROCK, 40mm TO 20mm SIZE OR
ALL SURFACES SUBJECT TO PEDESTRIAN TRAFFIC SHALL 2. SOILS REPORT SPOTS ENCOUNTERED ARE TO BE EXCAVATED AND
ARCHITECTS AND / OR LANDSCAPE CONSULTANTS OTHER MATERIALS APPROVED BY THE INSPECTING
MEET THE MINIMUM PENDULUM OR RAMP A SOILS INVESTIGATION HAS BEEN CARRIED OUT BY CORE REPLACED WITH SELECT MATERIAL (MINIMUM CBR 15) AS
DETAILS FOR FINAL PLANTING. ENGINEER SHALL BE LAID IN A 500mm THICK LAYER
RECOMMENDATIONS CONTAINED IN TABLE 3 OF CONSULTANTS PTY LTD, REFERENCE No. DEFINED IN EARTHWORKS NOTES.
AUSTRALIAN STANDARD HANDBOOK HB197:1999 - AN BELOW THE CULVERT BASE OR PIPE. THESE AREAS ARE
J001701-006-R-Rev1, DATED OCT, 2022. THE CONTRACTOR SHALL ARRANGE FOR AN TO BE INSPECTED BY THE GEOTECHNICAL ENGINEER TO
INTRODUCTORY GUIDE TO THE SLIP RESISTANCE OF ALL FILL MATERIAL EXCLUDING ROAD PAVEMENT IS TO BE
NOT FOR CONSTRUCTION
THIS REPORT MUST BE READ IN ITS ENTIRETY PRIOR TO INDEPENDENT LICENSED SURVEYOR TO CARRY OUT ASSESS WHETHER FURTHER EXCAVATION IS REQUIRED
PEDESTRIAN SURFACE MATERIALS. COMPLIANCE WITH CONSTRUCTION BEING UNDERTAKEN. PLACED IN LAYERS NOT EXCEEDING 150mm COMPACTED
'WORKS AS CONSTRUCTED' SURVEY AND SUBMIT DETAILS OR OTHER MEASURES CAN BE ADOPTED.
THE RECOMMENDATIONS SHALL BE VERIFIED BY TESTING THICKNESS AND COMPACTED TO DENSITIES OUTLINED IN
3. SITE PREPARATION THE EARTHWORKS NOTES.
SHOWN ON A PLAN TO THE SUPERINTENDENT AT
TO EITHER:- AS/NZS 4586:2004 - SLIP RESISTANCE
CLASSIFICATIONS OF NEW PEDESTRIAN SURFACE CLEAR THE SITE OF ALL DEBRIS INCLUDING EXISTING COMPLETION OF CONSTRUCTION. 'WORKS AS THE CONTRACTOR SHALL ARRANGE FOR AN LOT 22 MEDIHUB
CONSTRUCTED' SURVEY IS TO SHOW BUT NOT BE LIMITED
MATERIALS, OR AS/NZS 4663:2004 - SLIP RESISTANCE BUILDING RUBBLE AND CONCRETE SLABS, TREES
EXCEPTING THOSE TO BE RETAINED, GRASS AND TOP
ALL ROAD PAVEMENT MATERIAL IS TO BE PLACED IN
TO LEVEL AND LOCATION OF NEW KERB, KERB AND
INDEPENDENT LICENSED SURVEYOR TO CARRY OUT A
'WORKS AS CONSTRUCTED' SURVEY TO SUBMIT DETAILS
NOOSA BUSINESS CENTRE
MEASUREMENT OF EXISTING PEDESTRIAN SURFACES AS LAYERS NOT EXCEEDING 150mm COMPACTED THICKNESS
APPROPRIATE IN BOTH INSTANCES COMPLIANCE SHALL SOIL TO A DEPTH OF MIN. 100mm AND ORGANIC MATERIAL AND COMPACTED TO 95% MODIFIED MAXIMUM DRY
CHANNEL, CONCRETE INVERT AND KERB RAMP AND ANY SHOWN ON PLAN TO THE SUPERINTENDENT AT 28 EENIE CREEK ROAD
SUCH AS TREE ROOTS WHERE REQUIRED. STRIPPED TOP DETAILS RELATED TO FINAL ROAD WORKS. COMPLETION OF CONSTRUCTION. 'WORKS AS NOOSAVILLE, QLD 4566
BE DEMONSTRATED BY APPLYING CLAUSE 5.3 - MEANS OF DENSITY.
DEMONSTRATING COMPLIANCE OF AS/NZS 4586:2004 - SOIL TO BE STOCKPILED ON SITE FOR REUSE IF CONSTRUCTED' SURVEY IS TO SHOW BUT NOT BE LIMITED
SLIP RESISTANCE CLASSIFICATION OF NEW PEDESTRIAN REQUIRED OR REMOVED FROM SITE. COMPACTION TEST RESULTS AND TEST LOCATIONS FOR TO LEVEL AND LOCATION OF ALL DRAINAGE STRUCTURES,
PIPES SIZES AND INVERT LEVELS.
CONSTRUCTION NOTES
SURFACE MATERIALS. PRIOR TO THE PLACEMENT OF ANY FILLING PROOF ROLL BASE COURSE TESTING SHALL BE SUBMITTED TO AND
THE SITE USING SIX PASSES OF A 10 TONNE MINIMUM APPROVED BY THE SUPERINTENDENT PRIOR TO PLACING
IN GENERAL, THE CLASSIFICATION OF A SURFACING STATIC WEIGHT VIBRATORY PAD TYPE ROLLER. SURFACE. SHOULD ANY TEST FAIL, THE CONTRACTOR PRIOR TO WORKS GOING ON MAINTENANCE OR A WORKS
SUBGRADE TO BE COMPACTED TO 100% MAXIMUM DRY COMPLETION CERTIFICATE IS PROVIDED, THE DESIGN: KC DRAWN: KC SCALES: AS SHOWN
MATERIAL OR FINISH SHALL BE MADE ON A WORST CASE SHALL REWORK THE AREA AS REQUIRED OR AS DIRECTED
BASIS AS DETERMINED BY PENDULUM TESTING USING DENSITY STANDARD COMPACTION TO E1.1 AS 1289. TO OBTAIN THE SPECIFIED COMPACTION. BASE COURSE CONTRACTOR SHALL ARRANGE FOR A CCTV TO BE CHKD: APPRD: DATE:
BOTH THE FOUR S AND TRL RUBBER SLIDER. WHERE MOISTURE CONTENT OF THE SUBGRADE IS TO BE WITHIN MATERIAL SHALL NOT BE PLACED UNTIL THE KERBS HAVE CARRIED OUT.
mpn JOB DRAWING No. REV
ADDITIONAL TEST RESULTS ARE AVAILABLE (OIL -WET THE RANGE OF 2% WET TO 0% DRY OF STANDARD ACHIEVED 20MPa STRENGTH.
RAMP, WET/ BAREFOOT RAMP) THESE MAY BE TAKEN INTO
CONSIDERATION.
OPTIMUM MOISTURE CONTENT.
8662 CN.0.102C 2
FOR APPROVAL
Document Set ID: 22315064
Version: 1, Version Date: 20/02/2023
Section 3
9.8
EENIE CREEK ROAD
9.4
9.6
9.6
9.2
SW
10.0 1.6m HIGH RETAINING WALL.
REFER STRUCTURAL DWGS BIO BASEMENT EXISTING DRIVEWAY
FOR DETAILS BASIN
RP BDY
OUTLINE OF ROOF HOFMANN
GROUND FFL 10.300
II
II
10.2 DRIVE
9.4
9.2
9.4
1 IN 4 BATTER
NATURAL SURFACE
9.2
9.0 9.2 9.4
9.0
BASEMENT 2
9.0
9.2 10.2
9.0
10.0
9.8
9.2
9.6 9.6 TEMPORARY BATTER SLOPE FFL VARIES FINISHED SURFACE
9.4 10.0
9.0 BEL VARIES SHORING WALL BY
.2
9.2 TO GEOTECHNICAL ENGINEERS
10
9.8 OTHERS.
REQUIREMENTS
2.4
II
II
II
II II
II II SHORING WALL BY
II
FSL 3.825 BULK EARTHWORKS
BUNKER OTHERS.
SECTION SURFACE
W
1
3.4
FFL 3.825
9.6
SCALE 1:200 -
10.2
10.0
BEL 3.105
9.0
W
3.4 FSL 2.650
3.2
9.2
9.4
3.2 BIO BASIN BASEMENT
RP BDY
HO
RP BDY
3.4 EENIE
9.2
W
BH5 1 IN 4 BATTER CREEK
FM
10.2
9.2
GROUND FFL 10.300
II
ROAD
AN
LIFT PIT
9.6
9.2
9.4
2.4
ND
9.8
W
3.2
TEMPORARY BATTER SLOPE NATURAL SURFACE
RIV
TO GEOTECHNICAL ENGINEERS BASEMENT 2
FINISHED SURFACE
E
10.0
REQUIREMENTS FFL VARIES
BASEMENT 2 BEL VARIES
W
BIO BASIN 2. REFER
SW
10.2
FFL VARIES SHORING WALL BY SHORING WALL BY
DWG No. SW.2.101C OTHERS. OTHERS.
FOR DETAILS. BEL VARIES BULK EARTHWORKS
9.8
SECTION 2 SURFACE
9.4
W
SW -
9.6
SCALE 1:200
MAX. 1 IN 3
RET
SW BATTER
SW 1
10.0
WALL
W
-
9.2
2
10.0
9.6
10.
E
RET
SW
FSL 3.235 FSL 3.235
NOOSA COUNCIL
W
9.6 9.4
E APPROVED PLAN
BH4
WALL
9.4
9.8 OPW22/0303 21 APR 2023
SW
W
9.8
10.2
E
9.6
10.0
LIFT PIT CONSULTANT: MPN CONSULTING PTY LTD
9.6
SW
CONTACT: LACHLAN STEPHENSON
E
W
(RPEQ 16903)
E
E
1.6m HIGH RETAINING WALL.
REFER STRUCTURAL DWGS EARTHWORKS TABLE TELEPHONE: (07) 3335 4595
10.0
S S
9.4
S S
SW
FOR DETAILS S
W
10.0
10.0
DATE 15.02.2023
E 9
9.4
10.2
E
9.6 SHORING WALL BY 9.6 SITE STRIP (m³) CUT (m³) FILL (m³) EXPORT
9.8
.8
W 10.0
S
OTHERS.
10.0
0.2
10.0
E 1
(100 DEEP) (m³)
9.6
10.0
W
BIO BASIN 1. REFER
W .2
E
SW
DWG No. SW.2.101C E
E E10 E 9.8
2W E 9.8
S
E E
E
E FOR DETAILS. RM E
E
RM E
- W
E E E E SITE EARTHWORKS 245 11,600 100 11,500
E W W
SW
RM W W W W W W 3 15.02.23 FOR APPROVAL KC LS
E E RM
E E RM RM RM RM RM RM RM RM
E
SW
E 2 25.11.22 FOR APPROVAL KC LS
10.0
1 11.11.22 FOR COORDINATION KC LS
EXISTING
LEGEND PROPOSED
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
PROPERTY BOUNDARY CONSULTING PTY LIMITED 2018 ©
5.00 CONTOUR 5.00
BUILDING
CONCRETE
EDGE OF BITUMEN ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
KERB
CONCRETE INVERT
FINISHED SURFACE
SW STORM WATER MAIN
LEVEL
W WATER MAIN 150 CONCRETE SLAB
S SEWER MAIN
T TELECOMMUNICATIONS 100 CBR 15
BULK EARTHWORKS
E U/G ELECTRICITY 1.0m
TRIM BACK TO STABLE LEVEL
O/H ELECTRICITY
NOT FOR CONSTRUCTION
N
II
COMPACTED BATTER SLOPE
FENCE
RET WALL RETAINING WALL RET WALL
FILL
SHORING WALL OVER FILL BATTER SLOPE 1 TYPICAL CARPARK DETAIL WORKING PLATFORM DETAIL LOT 22 MEDIHUB
TOP OF BATTER FOR DISTANCE SHOWN 0.5 N.S. NOOSA BUSINESS CENTRE
N.T.S.
FACE OF BATTER
28 EENIE CREEK ROAD
0.5m
TOE OF BATTER
NOOSAVILLE, QLD 4566
SWALE DRAIN FINISHED FLOOR
TREE
PRIOR TO FILLING CUT 500mm INTO 300 CONCRETE SLAB
LEVEL - FFL BULK EARTHWORKS PLAN
TREE TO BE REMOVED EXISTING SURFACE AS SHOWN 20 SAND
BOREHOLE BH1 EXISTING SURFACE
100 CBR 15 DESIGN: KC DRAWN: KC SCALES: AS SHOWN
BULK EARTHWORKS
CHKD: APPRD: DATE:
CUT AREA PAD LEVEL - BEL
TYPICAL BATTER BENCHING DETAIL mpn JOB DRAWING No. REV
FILL AREA N.T.S.
0 2 4 6 8 10
FINISHED SURFACE LEVEL FSL 22.22 TYPICAL BUILDING WORKING PLATFORM DETAIL
8662 BE.1.101C 3
SCALE 1:200 (A1) 1:400 (A3)
N.T.S.
FOR APPROVAL
Document Set ID: 22315064
Version: 1, Version Date: 20/02/2023
Section 4
AIN 9.8
EX. FIELD INLET
N
DR
EXISTING
LEGEND PROPOSED
SL 8.973 PE
O 10.0
900 x 900
EENIE CREEK ROAD PROPERTY BOUNDARY
9.4
9.6
73 9.6 5.00 CONTOUR 5.00
7.1
IL BUILDING
9.2
9.8 SW TRANSITION AND JOIN NEATLY CONCRETE
TO EXISTING FOOTPATH. 10.0 EDGE OF BITUMEN
R CP W
S 5kL RAINWATER TANK UTILISED FOR BASEMENT
Ø KERB
300 CONNECT TO EXISTING WASHDOWN. REFER HYDRAULIC ENGINEERS
OPEN DRAIN. CONCRETE INVERT
PLANS FOR CONNECTIONS AND OVERFLOW.
SW SW STORM WATER MAIN
OP
10.
II
REALIGN EXISTING SWALE. 10.2
EN
2
WATER MAIN
9 .4
W W
9.2
9.4
REFER DWG No. CP.2.101C
DR
1 IN 4 BATTER BARRIER S SEWER MAIN S
FOR SWALE DETAILS.
AIN
KERB BARRIER KERB TO JOIN RM RISING MAIN
9.6
9.2
9.2 9.2
9.4 NEATLY TO CHANNEL T TELECOMMUNICATIONS
AND EXISTING KERB.
9.0
10.2
E U/G ELECTRICITY
9.09
9.8 10.2
9.4
9.2 9.6 9.8
9.2
.0
9.6 O/H ELECTRICITY
9.4
9.6
N
9.4 9.4 10.0
9.0
.2
9.2 II FENCE
10
9.8
.10
RET WALL RETAINING WALL RET WALL
10
MAX. 1 IN 4
HO
II
SHORING WALL
II
II
II
L
II
II
II
II
FS
BATTER RAMP TO BASEMENT FALL TOP OF BATTER
FM
W
(FALL) FACE OF BATTER
9.6
BUNKER
AN
FS
9.6
10.2
10.0
TOE OF BATTER
L1
UNDER
0.1
N
SWALE DRAIN
0
W
DR
REFER TO ARCHITECTURAL LINE OF SAW CUT
LINE OF SAW CUT
STAI
PLANS FOR STAIR DETAILS.
10.0
9.2
FSL 10.1
9.2
IVE
SUBSOIL DRAIN
9.4
0
9.8
FSL 10.25
RS U
FINISHED SURFACE LEVEL FSL 22.22
GATIC COVER - LOAD
W
STORM WATER STRUCTURE NUMBER
P
EX. FIELD INLET
10.2
SW
9.2
EXISTING PIT TO BE RETAINED. PIT CLASS D OR SIMILAR
SL 9.19 HW2/22
TO BE ADJUSTED TO SUIT DESIGN
.0
900 x 900 APPROVED PRODUCT.
10
STORM WATER LINE NUMBER
9.2
LEVEL AND RETROFITTED WITH CONSTRUCT 600 WIDE CONCRETE
HELLSAFE GRATE. GROUND
W
CHANNEL IN ACCORDANCE WITH
LIFT
SW
DISCHARGE TO EXISTING FFL 10.300 IPWEA STANDARD DWG NO. RS-080.
STORMWATER PIT. BASEMENT 1
EX2/02 EXISTING SERVICES
10.0
LINE OF SAW CUT
9.6 EX. 450Ø RCP BASEMENT FFL 6.800 - 5.625
W
PRIOR TO COMMENCEMENT OF WORKS THE
SW
10.2
USIL 7.58
SW
UNDER BASEMENT 2 CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE
DSIL 7.55 10.0 FI1/02 CORRECT LOCATION OF ALL EXISTING SERVICES
FFL 3.825 - 2.650 WHETHER INDICATED OR NOT ON THE PLANS.
51
9.8
IL 7. CONTRACTOR SHOULD ASCERTAIN ALL SERVICES TO BE
9.4
W
10.0
SW BARRIER
9.6
RETAINED AND THOSE TO BE MODIFIED RELOCATED.
SW
EX. PIT STUB FOR ROOFWATER CONNECTION.
RCP KERB ANY DAMAGE TO EXISTING SERVICES THAT ARE TO BE
RET
450Ø SW SL 9.203 REFER HYDRAULIC PLANS FOR
9.4
600 x 1200 DETAILS. RETAINED IS TO BE RECTIFIED AT THE CONTRACTOR'S
34
IL 7. SW EXPENSE.
10.0
SW IL 9.40 MIN.
WALL
W
9.6
BIO BASIN 2.
9.2
EX. MH
AREA: 11 m2.
2
10.0
1050Ø
9.6
10.
SL 9.570 REFER DWG No. E
EXISTING LIGHT POLE TO BE REMOVED.
RET
REFER ELECTRICAL ENGINEERS DRAWINGS
SW
SW.2.101C FOR REFER HYDRAULICS ENGINEERS
BIO BASIN 1. STUB FOR ROOFWATER CONNECTION. REFER TO ELECTRICAL PLANS FOR FOR LIGHT POLE & ELECTRICAL AND
W
DETAILS. DRAWINGS FOR HOUSE DRAINAGE,
9.8
E AREA: 10 m2. REFER HYDRAULIC PLANS FOR DETAILS. 10.2
TELECOMMUNICATIONS CONDUIT
9.6
ROOF WATER & INTERNAL WATER
WALL
9.4
SCOUR PROTECTION AT ROOFWATER REFER DWG No. DETAILS. 0
9.8
1 0.0 9. 86 SUPPLY RELOCATION RELOCATION
FSL
10 SW.2.101C FOR
OUTLET. REFER DWG No. CP.2.101C .0 IL 9.45 MIN. FSL PROPOSED SEWER
SW
FOR DETAILS. DETAILS. PROPERTY CONNECTION.
W
OUTLINE
REFER ARCHITECTURAL DRAWINGS FOR
10.2
E
E OF ROOF CAUTION EXISTING UNDERGROUND
10.0
1.6m HIGH RETAINING WALL. LIFT ELECTRICAL CONDUITS DEMOLITION, LANDSCAPING AND SIGNAGE
10.2
E REQUIREMENTS
9.6 REFER STRUCTURAL DWGS
SW
BARRIER
E
FOR DETAILS FSL 10.15 150Ø
W
KERB PVC
E
E
S
10.0
EX. SEWER
HW2/03 CONSTRUCT NEW STORMWATER NOOSA COUNCIL
10.0
S S S S
9.4
10.2 SPIT AND PIPES TO BIO BASIN 1. APPROVED PLAN
SW
10.2 S
W
FI1/01 FI1/03 OPW22/0303 21 APR 2023
9.2
PROPOSED WATER
10.0
10.2
E 9
CONNECTION. 9.6 .8
10.2
E
9.6 EX. FIELD INLET
.0
9
.8
SL9.970 10.0
10
W
S
SL 10.172
10.
2 JOIN NEATLY TO
EXISTING FOOTPATH TO BE REMOVED. E 900 x 600
EXISTING KERB
CONSTRUCT 2.0m WIDE FOOTPATH IN EX2/01
9.6
10.0
10.0
W
ACCORDANCE WITH IPWEA STANDARD EX. 375Ø RCP
W 0.2 SL9.952 9.8
E
SW
E E1
DWG NO. RS-065. E E E E EUSIL 8.66 9.8 3
S
E E E E E 15.02.23 FOR APPROVAL KC LS
RM RM E W E
IL 8.52
E E W DSIL 8.56
E W W
SW
E E
RM W W W W W W W W 2 25.11.22 FOR APPROVAL KC LS
E SCOUR PROTECTION AT ROOFWATER RM RM RM RM RM RM RM RM RM RM RM
450Ø RCP
E
E
1
SW
11.11.22 FOR COORDINATION KC LS
OUTLET. REFER DWG No. CP.2.101C
9.0
Section 5
E 10.0
E
E FOR DETAILS. 9.6 ISSUE DATE AMENDMENT BY APP
S
EX. 450Ø RCP
USIL 9.11 9.6 COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
W
SW
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
IL 8.52
9.8 DSIL 9.10
E
SW
STORMWATER OUTLET PIT CONSULTING PTY LIMITED 2018 ©
E
W
E
S
SW SW SW SW SW SW
EX. MH
SW
IL 8.50
W
10.0
9.8
1050Ø ABN: 39 062 191 799 P: 61 7 3335 4555
9.8 PROVIDE SCOUR PROTECTION 10.0 SL 9.847
W
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
AT HEADWALL OUTLET. REFER IL 8.50
S
SW
DWG No. CP.2.101C FOR STORMWATER OUTLET LINE.
0
10.
EXISTING STORMWATER
IVE
9.8
DISCHARGE TO EXISTING
W
DETAILS.
STORMWATER PIT. PIT AND PIPE TO BE
DR
W
REMOVED. 9.6
NN
S
A
FM
9.8
W
9.6
HO
NOT FOR CONSTRUCTION
10
.0
S
9.6
9.8
LOT 22 MEDIHUB
NOOSA BUSINESS CENTRE
CONSULTANT: MPN CONSULTING PTY LTD 28 EENIE CREEK ROAD
CONTACT: LACHLAN STEPHENSON NOOSAVILLE, QLD 4566
(RPEQ 16903)
TELEPHONE: (07) 3335 4595
CIVIL WORKS PLAN
DATE 15.02.2023 DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 2 4 6 8 10
8662 CP.1.101C 3
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
Document Set ID: 22315064
Version: 1, Version Date: 20/02/2023
The text continues on section 6.
Used in these records
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