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16-003302-3102(A)
From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.
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GENERAL NOTES
CAUTION !! CAUTION !! CAUTION !! CAUTION !!
ROADWORKS AND DRAINAGE NOTES ROOFWATER NOTES UNDERGROUND UNDERGROUND UNDERGROUND OVERHEAD
1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL 1. SET OUT POINT FOR DRAINAGE STRUCTURES IS TO THEIR
GAS MAINS ELECTRICAL CABLES WATER RETICULATION ELECTRICAL CABLES
STANDARD DRAWINGS AND PLANNING SCHEME POLICY PSP05. GEOMETRIC CENTRE. UNDERGROUND GAS MAINS EXIST IN UNDERGROUND ELECTRICITY UNDERGROUND WATER MAINS OVERHEAD ELECTRICITY CABLES
2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND MAIN ROADS 2. ROOFWATER PITS SHALL BE IN ACCORDANCE WITH I.P.W.E.A.Q. STD. THIS VICINITY. CONTACT SUPPLIER CABLES EXIST IN THIS VICINITY. EXIST IN THIS VICINITY. EXIST IN THIS VICINITY. CONTACT
DEPARTMENT PERMITS PRIOR TO COMMENCING WORK. DRG. D-0110. FOR SERVICE LOCATIONS. CONTACT ENERGEX FOR CABLE CONTACT QUU FOR WATER MAIN ENERGEX WHERE CABLE
3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING SERVICES 3. HOUSE CONNECTIONS EXCLUDING INSPECTION PITS SHALL BE EXTREME CARE MUST BE TAKEN LOCATIONS. EXTREME CARE MUST LOCATIONS. EXTREME CARE MUST CLEARANCE IS COMPROMISED BY
PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR LOCATED 4.0M UPSTREAM OF THE SIDE BOUNDARY UNLESS SHOWN WHILST EXCAVATING. BE TAKEN WHILST EXCAVATING BE TAKEN WHILST EXCAVATING MACHINERY.
RECTIFICATION OF ANY DAMAGES TO EXISTING SERVICES WHICH MAY OCCUR. THE OTHERWISE.
LOCATION OF EXISTING SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY. 4. ROOFWATER DRAINLINES SHALL BE BEDDED AND SURROUNDED
4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY HOUSEHOLDERS WITH SAND TO 100MM ABOVE THE CROWN OF PIPE.
EITHER BY DUST, NOISE, FLOODING, SILTATION OR DISCONNECTION OF SERVICE. 5. HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0M PAST
5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED AS ADJACENT SEWER LINES.
REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION AND THE CONTRACTOR SHALL
NOTE:
6. ROOFWATER DRAINAGE PIPES TO BE UPVC (100Ø CLASS SN6, >150Ø NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE JOB DRAWINGS,
INCLUDE THE COST OF THIS WORK IN THE TENDER PRICE. WHERE NEW WORK JOINS CLASS SN4), OR FRC CLASS 2 WITH RUBBER RING JOINTS. NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPLE FOR THIS INFORMATION
EXISTING, THE EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300MM TO ENSURE A NEAT
7. MINIMUM COVER TO PIPES TO BE 450MM UNLESS SHOWN WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION ONLY.
JOIN. THE WORK SHALL TRANSITION NEATLY WITH THE PAVEMENT SO THAT THE
OTHERWISE AND TO SUIT FINISHED SURFACE LEVEL. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA
DEVIATION FROM THE LINE OF 3.0M STRAIGHT EDGE SHALL BE NO GREATER THAN 10MM.
8. ENDS OF PIPES AND STUBS TO BE CAPPED. AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.
6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED BY THE
SUPERINTENDENT BEFORE FILL IS PLACED.
7. ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO NOT LESS THAN NOTE:
95% DENSITY RATIO (TO AS 1289-5.1.1 - STD. COMPACTION)
ACCESS AND SERVICES TO EXISTING
8. ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED AND THE CONDUITS BULK EARTHWORKS NOTES PROPERTIES TO REMAIN AT ALL TIMES.
RODDED AT THE PRE-SEAL INSPECTION WITH COUNCILS ENGINEER. 1. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE
9. FOOTPATHS SHALL BE TRIMMED AND ROLLED PRIOR TO PLACING OF 75MM (MIN CROSS SECTIONS, THE ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY
COMPACTED THICKNESS) OF APPROVED TOPSOIL AND GRASS SEEDING OR TURFING AS THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE
DIRECTED. FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY WRITTEN DIRECTION
OF THE SUPERINTENDENT DURING CONSTRUCTION.
10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE "OFF MAINTENANCE" INSPECTION
2. SOAKED CBR TEST RESULTS FROM ROAD PAVEMENT SUBGRADE SHALL BE
11. ALL STORMWATER PIPES 375Ø UNLESS SHOWN OTHERWISE
FORWARDED TO THE SUPERINTENDENT FOR DETERMINATION OF BOX
12. ALL INTERNAL DRIVEWAYS TO HAVE 1:14 MAX GRADE TO EDGE OF DEPTHS PRIOR TO EXCAVATION BEYOND THE 'NOMINAL' DEPTH.
PAVEMENT/CONCRETE IN ACCORDANCE WITH AS/NZS 2890.1-2004 AND/OR AS/NZS 3. CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE AUTHORITIES TO
2890.2-2002 ASCERTAIN SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO
13. THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY. SERVICES WILL BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.
THE CONTRACTOR SHALL ASSES ANTICIPATED CONSTRUCTION LOADS AND UPGRADE 4. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO
THE PIPE CLASSES IF NECESSARY, IN ACCORDANCE WITH AS3725-2007. COMMENCING THE DEMOLITION OF ANY EXISTING STRUCTURES WITHIN
THE SITE AREA.
5. ALL DRAINAGE STRUCTURES TO BE PRESERVED FROM THE EFFECTS OF
STRUCTURAL LOADING GENERATED BY THE EARTHWORKS.
6. ALL EXCAVATION AND FILLING SHALL BE COMPACTED TO THE
REQUIREMENTS OF AS3798-1996 IN ACCORDANCE WITH THE LOCAL
AUTHORITY REQUIREMENTS. LEVEL 1 SUPERVISION IS REQUIRED.
7. ALL CLEARING SHALL BE CARRIED OUT IN STAGES TO ALLOW FOR
RELOCATION OF FAUNA, COMMENCING AT THE LOWER AREAS OF THE SITE.
8. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH WORKPLACE HEALTH
AND SAFETY REQUIREMENTS.
9. ALL EARTHWORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PLANNING
SCHEME POLICY PSP05 ENGINEERING DESIGN STANDARDS.
N.S.C. REF NO. MCU15/0111 & REC15/0031
DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 21.12.16 ORIGINAL ISSUE HT BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT
2 NOT FOR CONSTRUCTION STAGE 3 GENERAL NOTES
3
4 DESIGN APPROVED 19 TRADING POST ROAD - COOROY
5 ANDREW McPAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302 3102 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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