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STP24-0253 Ozcare Noosa · OPW24/0125
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OZCARE NOOSA CIVIL
80 COOYAR STREET, NOOSA HEADS
STREET
COOYAR
MH
MH
MH
H
H
LOT 9
RP225312
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MH
THESE DRAWINGS AND ANY ASSOCIATED SPECIFICATION ARE INTENDED TO CONVEY DESIGN INTENT AND SHALL NOT BE READ AS THOUGH FULLY COMPLETE AND
COMPREHENSIVE. THESE DOCUMENTS SHALL BE READ IN THE CONTEXT OF A DESIGN AND CONSTRUCT CONTRACT WITH THE CONTRACTOR BEING RESPONSIBLE FOR
SURVEY INFORMATION ANY ADDITIONAL COSTS THAT ARISE FROM INCOMPLETE DOCUMENTATION INCLUDING ABSORBING ALL RISKS ASSOCIATED WITH THIS PROCESS. ITSHALL BE THE
CONTRACTOR’S RESPONSIBILITY TO COORDINATE WITH OTHER DISCIPLINES THROUGHOUT THEIR INVOLVEMENT IN THE PROJECT AND TO INSTALL ALL SYSTEMS TO
SURVEYOR ENNETT ENNETT SURVEYIN ACHIEVE THE FUNCTIONALITY REQUIRED BY THE DESIGN INTENT. APPROPRIATE COST CONTINGENCIES MUST BE ALLOWED FOR BY THE CONTRACTOR, BASED ON THE
PARISH OF REFER SURVEY STATE OF DOCUMENTATION AT THE TIME OF INITIAL PRICING AND THE CONTRACTOR’S EXPERIENCE DELIVERING THIS TYPE OF BUILDING.
COUNTY OF REFER SURVEY
LOT 127 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
SP276620
MH
PS 8213
LEVEL DATU RL 21 5 AHD DERIVED
REFERENCE PLANS N 2000 0-005-VER R A
OR S OUNDARY
LOT 128 STA E 1 TENDER
OR S OUNDARY
SP276620
DATE DRAWN DESIGNED JOB No. DRAWING No. REV
JUN 2024 NP AS STP24-0253 C100 F
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GENERAL NOTES EARTHWORKS NOTES ROADWORKS NOTES PAVEMENT SPECIFICATIONS
1. ALL SITE EXISTING TOPSOIL TO BE STRIPPED WITHIN DEVELOPMENT FOOTPRINT AND STOCKPILED 1. SOILS REPORT 1. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO 1. FIRE ACCESS TRACK FLEXIBLE PAVEMENT -
ON SITE FOR REUSE. LOCATION FOR STOCKPILE TO BE AS ADVISED BY SUPERINTENDENT. ALL EARTHWORKS AND SITE PREPARATION TO BE CARRIED OUT IN ACCORDANCE WITH THE ACHIEVE SATISFACTORY CONNECTIONS AND THE COSTS DEEMED INCLUDED IN THE RELEVANT 150mm THICK TMR TYPE 2.1 BASE COURSE
SHOULD EXISTING TOPSOIL NOT BE SUITABLE FOR REUSED. CONTRACTOR TO ALLOW TO DISPOSE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT 226707 DATED ON 06/03/2024 PREPARED BY SCHEDULE ITEMS. 150mm THICK TMR TYPE 2.4 SUB-BASE COURSE
OF OFFSITE WITHIN THEIR TENDER SUBMISSION. DOUGLAS PARTNERS. A COPY OF THIS CAN BE OBTAINED FROM THE SUPERINTENDENT. 2. THE LOCATION OF EXISTING SERVICES AS SHOWN ON THE PLAN IS INDICATIVE ONLY AND THE
2. ALL UNSUITABLE OR UNCONTROLLED FILL THAT IS DEEMED NOT SUITABLE FOR REUSE WITHIN 2. SITE PREPARATION CONTRACTOR MUST ASCERTAIN THE POSITION OF ALL SERVICES (I.E. WATER, ELECTRICITY,
2. CONCRETE PAVEMENT -
THE PROJECT GEOTECHNICAL REPORT IS TO BE DISPOSED OF OFF SITE.CONTRACTOR TO EXCAVATE AND REMOVE ALL VEGETATION, ORGANIC TOPSOIL, UNCONTROLLED FILL AND OTHER TELECOM, GAS ETC.), BEFORE COMMENCING CONSTRUCTION.
150mm THICK N32 CONCRETE
INCLUDE DUE ALLOWANCE FIR DISPOSAL OFF SITE WITHIN THEIR TENDER SUBMISSION. DELETERIOUS MATERIAL FROM SITE. EXCAVATE AND TRIM THE BUILDING OR PAVEMENT 3. ALL EXISTING SERVICES AND STRUCTURES ARE TO BE MAINTAINED IN GOOD ORDER FOR THE
DURATION OF THE CONTRACT AND WHERE RELOCATION IS REQUIRED REFER SPECIFICATION. SL82 MESH 50mm TOP COVER
3. CONTRACTORS AND SUB-CONTRACTORS TENDERING ON THIS PROJECT ARE TO MAKE PLATFORMS AS REQUIRED.
THEMSELVES FULLY AWARE OF ALL REQUIREMENTS. IF IN DOUBT OR FURTHER CLARIFICATION IS SITE PREPARATION TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE 4. SUBSOIL DRAINS TO BE PROVIDED UNDER ALL KERB AND CHANNEL AND KERB. 150mm THICK TMR TYPE 2.4 SUB-BASE COURSE
REQUIRED, THE CONTRACTOR IS TO OBTAIN CLARIFICATION FROM THE ENGINEERS PRIOR TO GEOTECHNICAL REPORT. 5. NOT WITHSTANDING THE LIMITS OF EARTHWORKS SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS
SUBMITTING TENDER PRICES. SHOULD THE CONTRACTOR FAIL TO OBTAIN CLARIFICATION FROM IF THE GEOTECHNICAL REPORT DOES NOT PROVIDE ADVICE ON SITE PREPARATION THEN PROOF SHALL BE DETERMINED ON SITE BY THE SUPERINTENDENT. 3. CONCRETE PATHWAYS, RAMPS & LANDINGS -
THE ENGINEERS IT IS DEEMED THAT THE CONTRACTOR HAS BEEN PROVIDED SUFFICIENT ROLL THE EXPOSED SUBGRADE USING SIX PASSES OF A 10 TONNE MINIMUM STATIC WEIGHT 6. ROADS AND STRUCTURAL FORMATIONS INCLUDING EMBANKMENTS, FOOTPATHS, PAVED AREAS 100mm N32 CONCRETE
INFORMATION TO ADEQUATELY PRICE THE ENTIRE WORKS AND THAT THE CONTRACTOR HAS VIBRATORY PAD TYPE ROLLER TO IDENTIFY ANY SOFT SPOTS. THESE ZONES MUST BE INSPECTED AND SHOULDERS ARE TO BE COMPACTED TO 100% STANDARD DRY DENSITY LESS THAN 0.3m SL72 MESH CENTRAL
ALLOWED FOR ALL WORKS REQUIRED. IN PROVIDING CLARIFICATION, THE ENGINEER HAS NOT BY AN APPROVED GEOTECHNICAL ENGINEER TO ASSESS THEIR EXTENT. BELOW SUBGRADE AND 98% STANDARD DRY DENSITY MORE THAN 0.3m BELOW SUBGRADE TO 50mm APPROVED COMPACTED SAND BEDDING
ASSUMED A DUTY OF CARE TO THE CONTRACTOR OR SUBCONTRACTOR, BUT IS ONLY ACTING AS SOFT SPOTS SHALL BE EXCAVATED AND REPLACED WITH SELECT BACKFILL COMPACTED IN AS1289 5.1.1. AND LOCAL GOVERNMENT AUTHORITY SPECIFICATIONS.
THE OWNER’S AGENT. LAYERS NOT EXCEEDING 150mm COMPACTED THICKNESS TO COMPACTION LISTED UNDER "FILL 7. ELECTRICAL AND COMMUNICATIONS CONDUIT LOCATIONS ARE SHOWN FOR INFORMATION ONLY. 4. CARPARK FLEXIBLE PAVEMENT -
4. PRIOR TO COMMENCEMENT OF WORKS THE CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF MATERIAL". FOR EXACT LOCATIONS REFER TO ELECTRICAL CONSULTANTS LAYOUT PLANS. FOR WATER 35mm ASPHALT SEAL WITH AMCO PRIMER SEAL
THE CORRECT LOCATION OF ALL EXISTING SERVICES WHETHER INDICATED OR NOT ON THE THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CERTIFICATION OF A SUITABLE CONDUIT LOCATIONS REFER WATER RETICULATION DRAWINGS.
150mm THICK TMR TYPE 2.1 BASE COURSE
PLANS. ANY DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT THE CONTRACTOR'S WORKING PLATFORM FOR THE SITE, INCLUDING BUT NOT LIMITED TO CRANES AND MACHINERY. 8. MINIMUM COVER TO ROOFWATER PIPES TO BE 450MM EXCEPT WHERE LESS COVER IS
NECESSARY TO DISCHARGE TO STREET KERB AND CHANNEL. 150mm THICK TMR TYPE 2.4 SUB-BASE COURSE
EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE BATTERS AND EXCAVATIONS.
5. CONTRACTOR TO PROVIDE DILAPIDATION REPORT OF EXISTING SERVICES AND STRUCTURES BUILDING PAD, SUBGRADE AND PREPARATION TO EXTEND 1m PAST STRUCTURAL SLAB EXTENTS. 9. CONTRACTOR TO APPLY FOR AND RECEIVE APPROVAL FROM THE LOCAL GOVERNMENT
PRIOR TO CONSTRUCTION. 3. FILL MATERIAL AUTHORITY FOR THE PROPOSED FOOTPATH AND CROSSOVER WORKS PRIOR TO CONSTRUCTION. SUBGRADE REPLACEMENT IS REQUIRED IF CBR IS LESS THAN 5.
6. CONTRACTOR TO ALLOW FOR ALL SERVICE STRUCTURES (FOR EXAMPLE, POWER POLES, BUILDING PAD FILL SHALL BE COMPACTED IN MAXIMUM 150mm THICK LAYERS (COMPACTED 10. CONTRACTOR TO ARRANGE INSPECTION OF PROPOSED CROSSOVERS AND FOOTPATHS WITH 150mm LAYERS OF CBR 15 TYPE 2.5 PAVEMENT GRAVEL
COMMUNICATIONS PITS OR VALVE BOXES) TO BE MODIFIED TO SUIT THE FINISHED SURFACE THICKNESS) TO 98% STANDARD DRY DENSITY RATIO. COUNCIL IN ACCORDANCE WITH DEVELOPMENT APPROVAL AND OPERATIONAL WORKS APPROVAL. COMPACTED TO 98% STANDARD COMPACTION
LEVEL IN ACCORDANCE WITH THE SERVICE PROVIDES SPECIFICATIONS. FILL UNDER ROADS TO BE IN ACCORDANCE WITH ROADWORKS NOTES. 11. CONTRACTORS AND SUB-CONTRACTORS TO CONFIRM CROSSOVER AND ADJACENT PAVEMENT
7. PRIOR TO COMMENCEMENT OF WORKS THE CONTRACTOR WILL PROVIDE SCOUR AND EROSION ALL BUILDING PADS AND STRUCTURE FILLING SHALL BE UNDER LEVEL 1 GEOTECHNICAL LEVELS AND GRADES PRIOR TO THE START OF CONSTRUCTION. IF IN DOUBT OR FURTHER
PROTECTION INCLUDING PROVISION OF SEDIMENT TRAPS AND FENCES TO MINIMISE DEPOSITION SUPERVISOR BY RPEQ GEOTECHNICAL ENGINEER AND SHALL BE IN BULK EARTHWORKS TENDER
ALLOWANCE.
CLARIFICATION IS REQUIRED, THE CONTRACTOR IS TO OBTAIN CLARIFICATION FROM THE
ENGINEERS PRIOR TO CONSTRUCTION.
PROVISION FOR TRAFFIC & EXTERNAL WORKS
OF MATERIAL ONTO DOWNSTREAM OF THE PROPERTY AS INDICATED ON THE DRAWINGS.
8. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND THE FREQUENCY OF TESTING FILL COMPACTION SHALL BE AS SPECIFIED IN SECTION 8 OF AS 3798 12. CONTRACTOR TO PROVIDE CBR TEST RESULTS A MINIMUM OF TWO WEEKS PRIOR TO ROAD 1. THE CONTRACTOR HEREBY COVENANTS THAT IT WILL AT ALL TIMES INDEMNIFY AND KEEP
SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS" FOR THE CONSTRUCTION TO CONFIRM ROAD SUBGRADE DESIGN. TESTS TO BE TAKEN AT A MINIMUM OF INDEMNIFIED, THE PRINCIPAL FROM AND AGAINST ALL ACTIONS CLAIMS, DEMANDS, LOSSES,
COURSE OF CONSTRUCTION. ALL DISCREPANCIES AND VARIATIONS SHALL BE REFERRED TO THE LEVEL SPECIFIED IN NOTE 5 BELOW. 50m CENTERS OR TO LOCAL AUTHORITY STANDARDS. TESTS TO BE TAKEN AT SUBGRADE BOX DAMAGES, COSTS, CHARGES AND EXPENSES, OR OTHER LIABILITIES WHATSOEVER, IN RESPECT
ENGINEER BEFORE PROCEEDING WITH THE WORK. FILL SHALL BE COMPACTED AND MAINTAINED AT MOISTURE CONTENTS AT PLACEMENT WITHIN DEPTH. OF, OR ARISING FROM, ANY DAMAGES TO THE ROAD FRONTING THE SITE DURING THE
9. CONTRACTOR TO OBTAIN ALL APPROVALS AND PERMITS FOR WORKING WITHIN LOCAL THE RANGE PLUS 2% TO MINUS 2% OF STANDARD OPTIMUM MOISTURE CONTENT U.N.O. 13. PROVIDE KERB RAMP AT ALL PEDESTRIAN CROSSINGS AND WALKWAYS TO LOCAL GOVERNMENT CONSTRUCTION OF THE WORKS.
GOVERNMENT AUTHORITY ROADS AND STATE GOVERNMENT ROADS. FILL MATERIAL SHALL BE OF UNIFORM QUALITY AND FREE FROM VEGETABLE MATTER. AUTHORITY STANDARDS. 2. THE CONTRACTOR SHALL:
10. CONTRACTOR TO ENSURE THAT ALL THE REQUIRED CONDITIONS OF THE DEVELOPMENT IMPORTED STRUCTURAL FILL TO BUILDING PADS OF STRUCTURES TO CONFORM TO THE 14. ALL ROAD WORKS KERB TRANSITIONING BETWEEN KERB TYPES TO BE CARRIED OUT OVER 1.5m a. OBTAIN PERMISSION FROM LOCAL COUNCIL AND THE QUEENSLAND DEPARTMENT OF MAIN
APPROVAL HAVE BEEN SATISFIED PRIOR TO STARTING ON SITE. FOLLOWING:- MINIMUM. ROADS FOR ACCESS TRACKS BEFORE OR DOING ANY WORK EXTERNAL TO THE SITE.
11. ALL WORK TO CONFORM TO NOOSA SHIRE COUNCIL STANDARDS AND SPECIFICATIONS UNLESS CBR 15% MIN. b. INDEMNIFY LOCAL COUNCIL, THE PRINCIPAL, STP CONSULTANTS, AND THE QUEENSLAND
OTHER WISE SHOWN ON PLANS OR DIRECTED BY THE SUPERINTENDENT. LINEAR SHRINKAGE 8% MAX. DEPARTMENT OF MAIN ROADS AGAINST CLAIMS RESULTING FROM THE CONTRACTOR'S
12. CONTRACTOR TO ENSURE THAT ALL WORK, SERVICES AND PRODUCTS TO BE FIT FOR PURPOSE. LIQUID LIMIT 35% MAX. AS CONSTRUCTED OPERATIONS OF PLANT EXTERNAL TO THE SITE.
13. ALL 'WORKS AS CONSTRUCTED' INFORMATION SHALL BE SUPPLIED IN BOTH HARD COPY AND PLASTICITY INDEX 15% MAX. 1. THE CONTRACTOR SHALL ARRANGE FOR AN INDEPENDENT LICENSED SURVEYOR TO CARRY OUT c. COMPLY WITH THE DIRECTIONS AND REQUIREMENTS OF LOCAL COUNCIL AND THE
ELECTRONIC DATA FORMAT TO THE REQUIRED AUTHORITIES. SHRINK/ SWELL INDEX 1.0% MAX. 'WORKS AS CONSTRUCTED' SURVEY AND SUBMIT DETAILS SHOWN ON A PLAN TO THE DEPARTMENT OF MAIN ROADS 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES' WITH
14. ALL SETOUT TO ARCHITECTS DETAILS UNLESS NOTED OTHERWISE (U.N.O.). BEARING CAPACITY TO STRUCTURAL ENGINEERING DESIGN REQUIREMENTS NOT SUPERINTENDENT AT COMPLETION OF CONSTRUCTION. RELATION TO WARNING SIGNS AND TRAFFIC CONTROL.
15. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS. LESS THAN 100KPa ALLOWABLE. FILL SHALL ALLOW REACTIVITY
2. 'WORKS AS CONSTRUCTED' SURVEY IS TO SHOW BUT NOT BE LIMITED TO: d. REPAIR, MAINTAIN AND MAKE GOOD TO THE SUPERINTENDENT'S SATISFACTION, ANY
16. STP CONSULTANTS PTY LTD MAY PROVIDE, BY AGREEMENT WITH CERTAIN PARTIES, MATERIALS TO BE RECLASSIFIED AS 'CLASS S' TO AS2870-2011.
STORED ELECTRONICALLY. THE PARTIES RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS, AS SIEVE % PASSING · LEVEL AND LOCATION OF RETAINING WALLS, FEATURES, EARTHWORKS AND FINISHED DAMAGE.
REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORDED ON OR TRANSMITTED AS 75mm 100% SURFACE LEVELS 3. THE CONTRACTOR SHALL SUBMIT ANY TRAFFIC DIVERSION SCHEMES TO THE LOCAL COUNCIL
ELECTRONIC MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED TO "CAD AND 12D DOCUMENTS") 4.75mm 30 - 100% · LEVEL AND LOCATION OF NEW KERB, KERB AND CHANNEL, CONCRETE INVERT AND KERB FOR APPROVAL, PRIOR TO IMPLEMENTATION OF SUCH A SCHEME AND PROVIDE A FULL COPY OF
ARE SUBJECT TO UNDETECTABLE ALTERATION, EITHER INTENTIONAL OR UNINTENTIONAL, DUE TO, 0.0075mm 3 - 30% RAMP SUCH SCHEME TO THE SUPERINTENDENT
AMONG OTHER CAUSES, TRANSMISSION, CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR, 4. SUB-GRADE REPLACEMENT (SUB-BASE 2) · LEVEL AND LOCATION OF ALL DRAINAGE STRUCTURES, PIPES SIZES AND INVERT LEVELS FOR 4. ALL TRAFFIC DIVERSION SCHEMES SHALL CONFORM TO THE REQUIREMENTS OF THE
OR HUMAN ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS ARE PROVIDED TO THE PARTIES SUB-BASE 2 MATERIAL SHALL BE ROADBASE MATERIAL OF:- STORMWATER DRAINAGE, SEWERAGE RETICULATION AND WATER RETICULATION DEPARTMENT OF MAIN ROADS PUBLICATION 'MANUAL IF UNIFORM TRAFFIC CONTROL DEVICES'.
FOR INFORMATIONAL PURPOSES ONLY AND NOT AS AN END PRODUCT OR AS A RECORD MINIMUM CBR: 15% 5. IT IS TO BE CLEARLY UNDERSTOOD THAT THE CONTRACTOR SHALL NOT COMMENCE WORK ON
· ANY DETAILS RELATED TO FINAL ROAD TRUNCATION, ROAD WORKS AND SERVICES THE SITE UNTIL THE APPROPRIATE PERMITS HAVE BEEN OBTAINED FROM LOCAL COUNCIL.
DOCUMENT. ANY RELIANCE THEREON IS DEEMED TO BE UNREASONABLE AND UNENFORCEABLE. SUB-BASE 2 MINIMUM THICKNESS: 150mm · ANY DETAILS REQUIRED BY THE DEVELOPMENT APPROVAL
THE SIGNED AND/OR STAMPED HARD COPIES OF THE ENGINEERING DRAWINGS ARE THE ONLY MAXIMUM PARTICLE SIZE: 40mm COPIES OF THE PERMITS SHALL BE FORWARDED TO THE SUPERINTENDENT AND AN ADDITIONAL
MAXIMUM LIQUID LIMIT: 35% 3. AS CONSTRUCTED SURVEY IS TO BE PROVIDED IN .DWG, .PDF AND ADAC FORMATS. COPY SHALL BE MAINTAINED ON-SITE.
TRUE CONTRACT DOCUMENTS OF RECORD.
17. IN CASE OF DOUBT, ASK! MAXIMUM PLASTICITY INDEX: 12% PERMITS SHALL BE OBTAINED FROM THE COUNCIL PRIOR TO:
a. CROSSING THE KERB WITH HEAVY VEHICLES.
UNLESS OTHERWISE APPROVED BY GEOTECHNICAL ENGINEER.
PLACE CBR 15 MATERIAL TO FINAL COMPACTED THICKNESS OF 150mm COMPACTED TO 98%
PAVEMENT MARKING AND SIGNAGE NOTES b. WORKING IN THE ROAD RESERVE.
EROSION AND SEDIMENT CONTROL NOTES: STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289. 1. PRIOR TO COMMENCEMENT OF WORKS THE CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF c. CONNECTION TO A COUNCIL ROAD.
1. THE CONTRACTOR SHALL PREPARE AN EROSION AND SEDIMENT CONTROL PLAN AND SUBMIT TO 5. EXTERNAL FOOTPATHS & SLABS THE CORRECT LOCATION OF ALL EXISTING SERVICES WHETHER INDICATED OR NOT ON THE d. STORING OF MATERIAL ON THE FOOTPATH OR ROAD.
PROVIDE WATERPROOF DAMP COURSE 0.2µ VAPOUR BARRIER ON 50MM SAND BED & 150MM PLANS. ANY DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT THE CONTRACTOR'S e. THE PROVISION OF HOARDING AND GANTRIES
THE SUPERINTENDENT PRIOR TO UNDERTAKING ANY WORKS ON SITE.
SUB-BASE 2 IF SUBJECT TO LIGHT VEHICLE TRAFFIC. EXPENSE.
2. DEVICES TO BE PLACED BY A BUILDER TO SUIT STAGE OF WORKS & COMPLIANCE WITH THE BEST 6. IF DAMAGE IS CAUSED TO EXISTING ROADWAYS OR FOOTPATHS BY THE CONTRACTOR, THE
6. CUT MATERIAL 2. ALL PAVEMENT MARKING, SIGNAGE AND RETROREFLECTIVE RAISED PAVEMENT MARKERS (RRPM)
PRACTICE GUIDELINES AND IECA STANDARDS. DAMAGED SECTIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS COST TO THE
ALL CUT AREAS ARE TO BE COMPACTED TO 100% COMPACTION. ALL EXCESS CUT TO BE IN ACCORDANCE WITH THE TMR AND AS 1742 MANUAL FOR UNIFORM TRAFFIC CONTOUR
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES SHALL BE COMPLETED AND EFFECTIVE ENTIRE SATISFACTION OF THE SUPERINTENDENT. IN THE EVENT THAT THE CONTRACTOR FAILS TO
MATERIAL,TOPSOIL, DEBRIS AND WASTE TO BE REMOVED FROM SITE. DEVICES.
PRIOR TO : MAKE ANY NECESSARY REPAIRS, OR THE COUNCIL MOVES TO RECOVER THE COST OF ANY
7. CUT AND FILL 3. GUIDE POSTS TO BE IN ACCORDANCE WITH THE TMR AND AS 1742 MANUAL FOR UNIFORM TRAFFIC
REPAIRS FORM THE PRINCIPAL, THE PRINCIPAL SHALL BE EMPOWERED, ON THE CERTIFICATION
- STRIPPING OF TOPSOIL AND GRASS IS THE RESPONSIBILITY OF THE EARTHWORKS CONTRACTOR WHO IS TO PROVIDE COMPACTION CONTROL DEVICES.
OF THE SUPERINTENDENT AS OFTEN AS THE SAME SHALL HAPPEN, TO DEDUCT FROM MONIES, OR
- BULK EARTHWORKS TO THE SITE CERTIFICATION BY A SUITABLY QUALIFIED AND EXPERIENCED GEOTECHNICAL ENGINEER THAT 4. FOR SIGNAGE AND ASSEMBLY DETAILS REFER TMR STANDARD DWG.
WHICH MAY BECOME DUE, TO THE CONTRACTOR THE AMOUNT PAID IN SUCH CASES TO THE
- SERVICE INSTALLATION THE WORKS HAVE BEEN COMPLETED TO THE REQUIRED LEVEL. 5. STREET NAME SIGNS SHALL BE TO LOCAL GOVERNMENT STANDARDS.
COUNCIL.
4. ALL SEDIMENT MANAGEMENT DEVICES ARE TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS. PROVIDE SUB-BASE AS DETAILED IN NOTES ABOVE. 6. FOR ROADWORK DELINEATOR DETAILS REFER TMR STANDARD DWG.
7. ALL OTHER PERMITS REQUIRED TO COMPLETE THE WORKS FROM BUT NOT LIMITED TO THE
EARTHWORKS UNDER PROPOSED STRUCTURES TO BE TO THE STRUCTURAL ENGINEERS 7. EXISTING PAVEMENT MARKING ARE TO BE REMOVED BY GRINDING.
5. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT DEVICES SHALL BE MAINTAINED AT QUEENSLAND POLICE SERVICE, QUEENSLAND FIRE AND RESCUE AUTHORITY AND QUEENSLAND
SPECIFICATIONS. REFER TO STRUCTURAL ENGINEERS DETAILS FOR SAFE BEARING CAPACITY 8. LONGITUDINAL LINE MARKING SHALL BE DULUX A1 SOLVENT BASED PAVEMENT MARKING OR
A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION. SEDIMENT FENCES ARE TO BE AMBULANCE SERVICE SHOULD BE OBTAINED BY THE CONTRACTOR.
REQUIREMENTS. APPROVED EQUIVALENT. TRANSVERSE LINE MARKING SHALL BE THERMOPLASTIC OR APPROVED
CLEANED WHEN CAPACITY IS REDUCED BY 30%. 8. ANY ASSOCIATED FEES WITH OBTAINING THE REQUIRED PERMITS SHALL BE PAID BY THE
8. GEOTECHNICAL INSPECTIONS AND TEST CERTIFICATES EQUIVALENT.
6. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFECTIVE OR FAILED IN CONTRACTOR AND INCLUDED IN THE LUMP SUM GENERALLY.
THE GEOTECHNICAL ENGINEER SHALL PROVIDE ALL SERVICES AS REQUIRED TO SATISFY LEVEL 1 9. PEOPLE WITH DISABILITY PARKING SPACE, SYMBOLS, BOLLARDS AND SHARED SPACE TO BE IN
SERVICE, DUE TO UNFORESEEN CIRCUMSTANCES, CORRECTIVE ACTION IS TO BE UNDERTAKEN 9. WHENEVER WORK UNDER THIS CONTRACT ABUTS ON EXISTING ROADS, THE CONNECTION
SUPERVISION AS SPECIFIED IN SECTION B OF AS 3798. ACCORDANCE WITH AS2890.
THERETO SHALL BE NEAT, SMOOTH AND WORKMANLIKE AND TO THE SUPERINTENDENTS
IMMEDIATELY. WHERE THE GEOTECHNICAL ENGINEER IS NOT APPOINTED BY THE PRINCIPAL. THE CONTRACTOR 10. ALL LINE MARKING SUBJECT TO PEDESTRIAN TRAFFIC SHALL MEET THE MINIMUM PENDULUM OR
SATISFACTION.
SHALL BE RESPONSIBLE FOR APPOINTING THE GEOTECHNICAL ENGINEER AND ORGANISING THE RAMP RECOMMENDATIONS IN THE PEDESTRIAN SURFACES NOTES.
EXISTING SERVICES NOTES: COMPACTION TESTS. THE COST OF THESE SHALL BE ALLOWED FOR BY THE CONTRACTOR.
1. THE CONTRACTOR IS MAKE THEMSELVES FULLY AWARE OF ALL EXISTING SERVICES, FOR TEST CERTIFICATES ON THE FILL MATERIAL SHALL BE SUPPLIED TO THE SUPERINTENDENT FOR PEDESTRIAN SURFACES NOTES REQUIRED HOLD POINT INSPECTIONS
APPROVAL PRIOR TO THE USE OF THE FILL MATERIAL
EXAMPLE DIAL BEFORE YOU DIG TO BE CONTACTED FOR THE LOCATION OF EXISTING PUBLIC 1. ALL SURFACES SUBJECT TO PEDESTRIAN TRAFFIC SHALL MEET THE MINIMUM PENDULUM OR CONTRACTOR IS REQUIRED TO COMPLETE ALL HOLD POINT INSPECTIONS. FAILURE TO DO SO WILL
9. SERVICES
UTILITIES PRIOR TO EXCAVATION. PRIOR TO THE COMMENCEMENT OF WORKS THE CONTRACTOR IS TO IDENTIFY AND BE SATISFIED RAMP RECOMMENDATIONS CONTAINED IN TABLE 3 OF AUSTRALIAN STANDARD HANDBOOK RESULT IN NON-ISSUANCE OF FORM 12. REQUIRED HOLD POINT INSPECTIONS LISTED BELOW:
2. THE ALIGNMENT & LEVEL OF EXISTING SERVICES SHOWN ON THIS DRAWING HAS BEEN COMPILED OF THE CORRECT LOCATIONS OF ALL EXISTING SERVICES WHETHER INDICATED OR NOT ON THE HB197:1999 - AN INTRODUCTORY GUIDE TO THE SLIP RESISTANCE OF PEDESTRIAN SURFACE · PRE-START MEETING
FROM SURVEY DATA & COUNCIL RECORDS & IS INDICATIVE ONLY. PRIOR TO COMMENCING PLANS. ANY DAMAGE TO EXISTING SERVICES IS TO BE RECTIFIED AT THE CONTRACTORS MATERIALS. COMPLIANCE WITH THE RECOMMENDATIONS SHALL BE VERIFIED BY TESTING TO · SUBGRADE PROOF-ROLL INSPECTION
CONSTRUCTION OR ORDERING ANY MATERIALS THE CONTRACTOR IS TO CONFIRM THE EXPENSE. EITHER:- AS/NZS 4586:2004 - SLIP RESISTANCE CLASSIFICATIONS OF NEW PEDESTRIAN SURFACE · PRE-SEAL INSPECTION
ALIGNMENT & LEVEL OF ALL SERVICES AFFECTED BY THE PROPOSED WORKS. 10. EARTHWORKS VOLUMES MATERIALS, OR AS/NZS 4663:2004 - SLIP RESISTANCE MEASUREMENT OF EXISTING PEDESTRIAN · STORMWATER PRIOR TO BACKFILL INSPECTION
3. WHILE DUE CARE IS TAKEN BY STP CONSULTANTS IN CONFIRMING THE LOCATION OF EXISTING ALL VOLUMES PROVIDED EXCLUDE ANY COMPACTION OR BULKING FACTORS. SURFACES AS APPROPRIATE IN BOTH INSTANCES COMPLIANCE SHALL BE DEMONSTRATED BY · RETAINING WALL FOUNDATION REINFORCEMENT INSPECTION (IF APPLICABLE)
SERVICES IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM THESE SERVICE LOCATIONS. IN ALL VOLUMES PROVIDED EXCLUDE LANDSCAPE TOPSOIL REQUIREMENTS, DETAILED EXCAVATION, APPLYING CLAUSE 5.3 - MEANS OF DEMONSTRATING COMPLIANCE OF AS/NZS 4586:2004 - SLIP · PRE-BACKFILL INSPECTION
SOME INSTANCES SERVICES MAY BE OMITTED FROM THE DRAWINGS. FOOTING AND TRENCHING REQUIREMENTS. RESISTANCE CLASSIFICATION OF NEW PEDESTRIAN SURFACE MATERIALS.
ALL VOLUMES PROVIDED ARE INDICATIVE AND ARE TO BE CONFIRMED ON SITE BY THE · PRACTICAL COMPLETION
4. A REPRESENTATIVE FOR EACH SERVICE PROVIDER TO BE PRESENT ON SITE WHEN WORKING 2. IN GENERAL, THE CLASSIFICATION OF A SURFACING MATERIAL OR FINISH SHALL BE MADE ON A
CONTRACTOR.
WITHIN 3.0m OF EACH SERVICE IF THE SERVICES ARE PUBLIC ASSET SERVICES. 11. EROSION CONTROL WORST CASE BASIS AS DETERMINED BY PENDULUM TESTING USING BOTH THE FOUR S AND TRL
5. SHOULD INVERT LEVELS OR LOCATION OF ANY SERVICE CONNECTION POINTS DIFFER TO THAT REFER TO EROSION AND SEDIMENT CONTROL PLAN AND NOTES FOR DETAILS. RUBBER SLIDER. WHERE ADDITIONAL TEST RESULTS ARE AVAILABLE (OIL -WET RAMP, WET/
INDICATED ON THE DRAWINGS THEN THE SUPERVISING ENGINEER SHALL BE NOTIFIED ALL DISTURBED GROUND IS TO BE GRASS SEEDED AND HYDROMULCHED TO ENSURE THAT ALL BAREFOOT RAMP) THESE MAY BE TAKEN INTO CONSIDERATION.
IMMEDIATELY. EXPOSED AREAS ARE STABILISED WITHIN ONE MONTH OF BEING DISTURBED. ALL BATTERS 3. ALL PITS, STRUCTURES AND INLETS WITHIN A PEDESTRIAN TRAFFIC AREA ARE TO HAVE HEEL
6. ANY WORK ON EXISTING SERVICES THAT REQUIRE RELOCATION SHALL BE CARRIED OUT BY THE STEEPER THAN 1V:6H ARE TO BE TOPSOILED AND TURFED U.N.O. PROOF, NON-SLIP, BOLT DOWN LIDS.
RELEVANT AUTHORITY SHALL BE CO-ORDINATED BY THE CONTRACTOR. CONTRACTOR TO OBTAIN
REQUIRED APPROVALS FROM THE RELEVANT AUTHORITY.
DILAPIDATION SURVEY EXCAVATION OF TRENCHES, SHORING AND LIABILITY FOR
SAFETY NOTE 1. CONTRACTOR SHALL ARRANGE A FULL DILAPIDATION CONDITION REPORT (AT BUILDERS COST_ DAMAGE
FOR THE FOLLOWING EXISTING BUILDINGS PRIOR TO UNDERTAKING ANY DEMOLITION AND CIVIL
STP CONSULTANTS RECOGNIZES THE IMPORTANCE OF OCCUPATIONAL HEALTH AND SAFETY. HOWEVER, EARTHWORKS 1. THE CONTRACTOR SHALL SUPPLY AND DISPLAY ON SITE OF WORKS, ALL APPROPRIATE
STP CONSULTANTS HAS NOT BEEN ENGAGED TO DEVELOP, CHECK, SUPERVISE OR CONTROL WORKERS ALL EXISTING STRUCTURES WITHIN 5m OF PROPOSED WORKS INCLUDING COUNCIL NOTIFICATION SIGNS AND SAFETY MARKING APPLICABLE FOR A CONSTRUCTION SITE IN
OR METHODS OF WORK. STP CONSULTANTS DOES NOT HAVE THE CAPACITY OR AUTHORITY TO ACCORDANCE WITH ALL REQUIRED REGULATORY GUIDELINES AND LEGISLATION.
STORMWATER INFRASTRUCTURE
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL TRENCH
CONTROL WORKERS OR METHODS OF WORK. NOTHING IN THESE DESIGNS SHOULD BE INTERPRETED AS EXCAVATION IS CARRIED OUT IN ACCORDANCE WITH THE MINES REGULATION ACTS, THE
GOING BEYOND THE STRUCTURAL INTEGRITY OF THE SUBJECT MATTER OF THE DESIGNS AND THEY 2. UPON COMPLETION THE CONTRACTOR SHALL PREPARE A FINAL DILAPIDATION SURVEY IF ANY WORKPLACE HEALTH AND SAFETY ACT 2011.
SHOULD NOT BE USED AS AN INDICATOR OF THE APPROPRIATE METHODS OF WORK ON, IN OR AROUND DAMAGE IS CAUSE TO THE EXISTING BUILDINGS THE CONTRACTOR SHALL ARRANGE FOR 3. DURING THE EXCAVATION, ET CETERA AND CONSTRUCTION OF THE WORKS OF THE CONTRACT,
THE SUBJECT MATTER. CONCERNS ABOUT THE CONDUCT OF WORKERS OR METHODS OF WORK SHOULD APPROPRIATE REPAIR AT FULL COST THE CONTRACTOR IS TO ADOPT EVERY PRECAUTION AND PROVIDE ALL MATERIALS, LABOUR, ET
BE RAISED WITH THE APPROPRIATE SAFETY OFFICIAL ON SITE. CETERA AND CAREFULLY EXECUTE AT HIS OWN COST WHENEVER CONSIDERED NECESSARY BY
MAINTENANCE NOTE THE SUPERINTENDENT AND TO HIS ENTIRE SATISFACTION, STRONG SHORING AND IN SANDY OR
LOOSE SOIL, CLOSE TIMBERING AND OTHER WORK THAT MAYBE REQUIRED TO PREVENT EARTH
1. CONTRACTOR TO ATTEND ON-MAINTENANCE INSPECTION WITH ENGINEER AND LOCAL COUNCIL
SURVEY
NOTE.
OR OTHER MATERIALS AT SIDES OF EXCAVATION FROM BEING SHAKEN, SLIPPING OR FALLING IN.
OFFICERS IF REQUIRED. 4. THE CONTRACTOR SHALL ENSURE THAT ALL TRENCHES OVER 1.5m IN DEPTH ARE SHORED IN
1. ALL LEVELS ARE TO BE TO A.H.D LEVEL DATUM. REFER TO SURVEY DRAWING No. 200070-005-VER 2. SUCH MAINTENANCE SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROVISIONS OF THE ACCORDANCE WITH THE REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY ACT 2011.
GENERAL CONDITIONS OF CONTRACT WITH RESPECT TO MAKING GOOD DEFECTS AND OTHER WHERE APPROVED BY OFFICERS OF THE DIVISION OF OCCUPATIONAL SAFETY, TRENCHES MAY BE
DISCLAIMER FAULTS DUE TO FAULTY REPAIR AND/OR WORKMANSHIP AND SHALL INCLUDE CLEANING UP AND
WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION PROVIDED IN THIS DRAWING/DESIGN WAS BATTERED BACK, THE ABSOLUTE MAXIMUM SLOPE OF THE BATTER IS TO BE FORTY-FIVE (45)
ST
ACCURATE AT THE TIME IT WAS COMPILED, AS PART OF THE LOCAL COUNCILS "AS CONSTRUCTED" RECORDS, IT REMAINS THE
REPAIR DUE TO STORM DAMAGE. DEGREES FROM THE HORIZONTAL FROM A POINT 1.5m MAXIMUM ABOVE THE BOTTOM OF THE
RESPONSIBILITY OF PROPERTY OWNERS AND THEIR CONTRACTORS, SUB-CONTRACTORS, EMPLOYEES, SERVANTS AND AGENTS 3. THE DEFECTS LIABILITY PERIOD FOR MINOR DEFECTS SHALL BE 12 MONTHS FROM THE DATE OF TRENCH. THE ACTUAL MAXIMUM BATTER SLOPE IS TO BE DETERMINED AFTER INSPECTION OF THE
AS APPROPRIATE IN THE CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN THE PRECISE LOCATION OF PRACTICAL COMPLETION OR DATE WORKS ARE ACCEPTED ON MAINTENANCE BY LOCAL COUNCIL, STABILITY OF THE TRENCH.
EXISTING INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND DRAINS BEFORE UNDERTAKING EXCAVATION OR WHICHEVER OCCURS LAST.
CONSTRUCTION WORK. 5. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE SHOULD AN ACCIDENT OCCUR OR DAMAGE
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL RECORDING OF THE DEPTHS IN RELATION TO
4. THE DEFECTS LIABILITY PERIOD FOR MAJOR DEFECTS OR STRUCTURAL FAILURE SHALL BE SEVEN TO PROPERTY RESULT FROM THE CONTRACTORS WORK AND SHALL RESTORE SAME AT HIS OWN
GROUND LEVELS, CHANGES MAY HAVE OCCURRED AS A RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING OR YEARS FROM THE DATE OF PRACTICAL COMPLETION OR DATE WORKS ARE ACCEPTED ON COST.
MAINTENANCE BY LOCAL COUNCIL, WHICHEVER OCCURS LAST.
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EXCAVATION. CONSEQUENTLY, THE LOCAL GOVERNMENT AUTHORITY AND STP CONSULTANTS TAKES NO RESPONSIBILITY FOR 6. THE CONTRACTOR SHALL ENSURE THAT ALL TRENCHES IN UNSUITABLE MATERIAL ARE SHORED
ANY APPARENT ERROR OR INACCURACIES THAT ARE SHOWN TO EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT A 5. CONTRACTOR TO ATTEND OFF-MAINTENANCE INSPECTION WITH ENGINEER AND LOCAL COUNCIL
LATER DATE. OR SHIELDS ARE USED DURING PIPE LAYING OPERATIONS. AT ALL TIMES WHEN TRENCHES AND
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THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF ALL OTHER PUBLIC UTILITIES.
OFFICERS AFTER TWELVE MONTH DEFECTS LIABILITY PERIOD. EXCAVATIONS ARE OPEN AND THE CONTRACTOR AND HIS EMPLOYEES ARE NOT IN ATTENDANCE
THE TRENCHES SHALL BE BARRICADED. THIS SHALL APPLY PARTICULARLY TO MANHOLES AND
DIAL BEFORE YOU DIG TO BE CONTACTED CHAMBERS PRIOR TO AND DURING CONSTRUCTION.
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FOR THE LOCATION OF EXISTING PUBLIC 7. TRENCH WIDTHS SHALL CONFORM TO INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA
UTILITIES PRIOR TO EXCAVATION QUEENSLAND DIVISION INC. STANDARD DRAWINGS AND BE OF WIDTH TO SUIT NUMBER OF
SERVICES.
8. DEPTHS TO PIPE INVERTS SHOWN ON JOB DRAWINGS SHALL BE INCREASED TO ALLOW FOR
BEDDING. PIPE BEDDING REQUIREMENTS VARY WITH STRATA AND MUST COMPLY WITH THE
REQUIREMENTS OF THE RELEVANT STANDARD PLANS AND SPECIFICATION.
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D OPERATIONAL OR S ISSUE - CIVIL SITE OR S AS E 15 08 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
D A Do
C OP OR S ISSUE FOR CLIENT REVIE HJD E 05 08 24 D N
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OPERATIONAL OR S ISSUE DCZ E 04 0 24 OZCARE NOOSA D J N Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C101 D
N
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS PROJECT NOTES - SHEET 1 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 3
CONCRETE NOTES 11. CONTINUED 24. TOP STEEL HAS MAIN BARS OR WIRES ON TOP. BOTTOM STEEL HAS MAIN BARS OR
1. BUILDER TO ENSURE CONCRETE MATERIAL AND QUALITY BY THE CONCRETE WIRES ON BOTTOM.
SUPPLIER TO BE IN ACCORDANCE WITH RELEVANT CODES AND REGULATIONS. 25. UNLESS NOTED OTHERWISE BAR LAPS SHALL BE:
2. ALL CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE FOLLOWING
CODES, UNLESS SPECIFICALLY VARIED BY
THE CONTRACT DOCUMENTS.
- AS2870 - RESIDENTIAL SLABS AND FOOTINGS (IF APPLICABLE).
- AS3600 - CONCRETE STRUCTURES.
- AS3610 - FORMWORK FOR CONCRETE.
- AS/NZS 4671 - STEEL REINFORCING MATERIALS.
3. PROVIDE THE ENGINEER WITH AT LEAST 48 HOURS NOTICE OF REINFORCEMENT
BEING READY FOR INSPECTION. NO CONCRETE IS TO BE POURED WITHOUT
INSPECTION.
4. THE CHARACTERISTIC COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS (f’c)
SHALL BE AS FOLLOWS:
LAPPED SPLICING NOT PERMITTED FOR N40 BARS. SPLICES SHALL BE ACHIEVED BY USE OF
MECHANICAL COUPLERS.
26. ALL STARTER BARS TO REINFORCED CONCRETE WALLS, COLUMNS AND ALL
MASONRY WALLS AND PIERS ARE TO BE TIED INTO THE FOOTING REINFORCEMENT.
27. NO CONSTRUCTION OR EXPANSION JOINTS ARE PERMITTED UNLESS SHOWN ON
DRAWINGS.
28. CONCRETE TESTING RESULTS TO BE PROVIDED AT 1 TEST PER 50m3 WITH A
5. NO ADDITIVES SHALL BE ADDED OR APPLIED TO THE CONCRETE MIX WITHOUT THE
MINIMUM OF 1 TEST PER DAY.
APPROVAL OF THE ENGINEER.
29. ALL TRAFFICABLE CONCRETE SLABS SHALL BE BROOM FINISHED PERPENDICULAR
6. THE MAXIMUM PERMISSIBLE TRANSPORT TIME FOR CONCRETE BETWEEN BATCHING
TO TRAFFIC FLOW. FOR SLABS WITH FALLS OF GREATER THAN 1 IN 10 (10%) USE
AND PLACEMENT ON SITE SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE:
HEAVY DUTY BROOM FINISH.
30. WHERE SERVICE PIPES PENETRATE CONCRETE ELEMENTS, PROVISION SHOULD BE
MADE TO ALLOW FOR MOVEMENT OF THE ELEMENT.
12. ALL CONCRETE SHALL BE VIBRATED IN ACCORDANCE WITH AS3600.
13. SIZES SHOWN ARE STRUCTURAL SIZES AND DO NOT INCLUDE APPLIED FINISHES.
14. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT IN TRUE PROJECTION.
15. NO CHASES OR HOLES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DRAWINGS WILL BE PERMITTED IN CONCRETE MEMBERS WITHOUT PRIOR
APPROVAL OF THE ENGINEER
7. THE EXPOSURE CLASSIFICATION FOR INDIVIDUAL CONCRETE ELEMENTS IS AS
16. FORMWORK FINISHES AND FINISH CLASS AS PER THE ARCHITECT'S SPECIFICATION.
FOLLOWS:
17. WELDING OF REINFORCEMENT WILL NOT BE PERMITTED WITHOUT APPROVAL FROM
ENGINEER.
18. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED. VIBRATORS SHALL NOT BE
USED TO SPREAD CONCRETE.
19. STRIPPING OF FORMWORK SHALL BE AS PER THE FOLLOWING:
8. CURING REQUIREMENTS: °C
° ° ° °
9. COVER REQUIREMENTS:
20. STRIPPING OF FORMWORK AND REPROPPING OF SUSPENDED SLABS AND BEAMS
SHALL BE CARRIED OUT PROGRESSIVELY SO THAT AT NO STAGE IS THE SLAB OR
BEAM UNSUPPORTED UNTIL IT IS PERMITTED TO FULLY REMOVE ALL PROPPING.
21. IN MULTISTORY CONSTRUCTION, PROPS SHALL BE LOCATED IN THE SAME POSITION
ON EACH FLOOR SO THAT THEY WILL BE CONTINUOUS IN THEIR SUPPORT FROM
FLOOR TO FLOOR. WHERE THE NUMBER OF PROPS ON A FLOOR IS REDUCED, THE
REMAINING PROPS SHALL BE LOCATED DIRECTLY UNDER PROPS ON THE FLOOR
10. CURING SHALL BE EFFECTED BY USE OF AN APPROVED CURING COMPOUND WHICH
ABOVE.
SHALL BE APPLIED TO ALL CONCRETE SURFACES WHERE VISIBLE IMMEDIATELY ONCE
22. SPLICES IN REINFORCEMENT TO BE MADE IN PLACES SHOWN OR APPROVED IN ALL
CONCRETE IS HARD AND TO ALL FORMED SURFACES IMMEDIATELY AFTER FORMS
CASES. GENERALLY AT THE MIDSPAN FOR TOP STEEL AND NEAR SUPPORTS FOR
ARE REMOVED, EXCEPT WHERE AN APPLIED FINISH IS TO BE USED. THE CURING
BOTTOM STEEL. IN ALL CASES THE LAP LENGTH SHALL BE AS PER NOTE 25.
COMPOUND SHALL THEN BE TAKEN OUT BY MAINTAINING THE SURFACE IN A MOIST
23. SL72, RL918 etc INDICATES REINFORCING FABRIC CONFORMING TO AS/NZS 4671. LAP
CONDITION. OTHER CURING METHODS SHALL BE APPROVED IN WRITING BY THE
LENGTHS SHALL BE:
ENGINEER PRIOR TO USE.
NOTE.
ST
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D OPERATIONAL OR S ISSUE - CIVIL SITE OR S AS E 15 08 24 D AS S A o
IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
D A Do
C OP OR S ISSUE FOR CLIENT REVIE HJD E 05 08 24 D N
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OPERATIONAL OR S ISSUE DCZ E 04 0 24 OZCARE NOOSA D J N Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C102 D
N
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS PROJECT NOTES - SHEET 2 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 4
LOT 147
NPW889
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E OPERATIONAL OR S ISSUE - CIVIL SITE OR S AS E 15 08 24 D AS S A o
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C TREE RE OVAL ADDED AS E 22 0 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C103 E
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A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
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Page 5
REETST
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THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C104
N
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS ENERAL ARRAN E ENT PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 6
STA E 1 TENDER
OR S OUNDARY
FIRE TRACK NOTE
GA.
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R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C105
N
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS SITE SECTIONS - SHEET 1 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 7
FIRE TRACK NOTE
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C REVISED PU P HOUSE FIRE TAN AS E 05 11 24 D AS S A o
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R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
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Page 8
STREET
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STP24-0253 C201 E
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Page 9
MH
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D OP OR S ISSUE FOR CLIENT REVIE NP E 05 08 24 OZCARE NOOSA D J N 1 500 0 5 10 15 20 25 Jo N . D No. R o
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STP24-0253 C202 F
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D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS EARTH OR S ANA E ENT PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 10
PL1 330
PL1 340
8
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05
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PL1 534 PL1 2 0
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18
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F REVISED PU P HOUSE FIRE TAN AS E 05 11 24 D AS S A o
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R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C301 F
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A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
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Page 11
J .
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C REVISED HARDSTAND AS E 22 0 24 D AS S A o
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D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS CONCRETE JOINTIN PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 12
MH
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D T E CONSTRUCTION UNLESS THE APPROVED
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Page 13
E ISTIN
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STP24-0253 C304
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D T E CONSTRUCTION UNLESS THE APPROVED
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Page 14
SE TION.
ST
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D AS S A o
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STP24-0253 C305
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D T E CONSTRUCTION UNLESS THE APPROVED
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Page 15
SE TION.
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STP24-0253 C30
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D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS ACCESS TRAC CROSS SECTIONS - SHEET 2 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 16
SL SL SL
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A PRELI INARY AS E 2 0 24 OZCARE NOOSA D J N 1 100 0 1 2 3 4 5 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C30
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A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS PROPOSED CROSSIN S LAYOUT DETAILS PLAN R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 17
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R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
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Page 18
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IN ASSO IATION WIT OOLLA CONSTRUCTIONS CIVIL
D A Do
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A OP OR S ISSUE FOR CLIENT REVIE NP E 05 08 24 OZCARE NOOSA D J N 1 100 0 1 2 3 4 5 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C30
N
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS FINISHED LEVELS PLAN - SHEET 2 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
Page 19
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A OP OR S ISSUE FOR CLIENT REVIE NP E 05 08 24 OZCARE NOOSA D J N 1 100 0 1 2 3 4 5 Jo N . D No. R o
THIS DRAWING IS COPYRIGHT © DO NOT
R D o B A D 80 COOYAR STREET, NOOSA HEADS E SCALE DRAWING ORIGINAL DRAWING IS A1
STP24-0253 C310
N
A o SIZE. THIS DRAWING IS NOT TO BE USED FOR
D T E CONSTRUCTION UNLESS THE APPROVED
A END ENTS FINISHED LEVELS PLAN - SHEET 3 R E No. SIGNATURE HAS BEEN ADDED. NOT FOR CONSTRUCTION
The text continues on page 20.
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