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NOOSA COUNCIL
APPROVED PLAN
OPW20/0004 15 JUN 2020
[OCR of page images]
GENERAL
1, CONTRACT SPECIFICATIONS
ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE CONTRACT SPECIFICATION.
2. SETOUT
SURVEY SETOUT INFORMATION HAS BEEN ESTABLISHED ON SITE BY THE PRINCIPAL'S SURVEYOR TO ENABLE THE
CONTRACTOR TO ACCURATELY SETOUT THE WORKS TO THE CO-ORDINATES SHOWN, SETOUT INFORMATION SHALL NOT
BE OBTAINED BY SCALING FROM THESE DRAWINGS.
3. DATUM
LEVELS SHOWN ARE TO AHO.
CONTRACTOR TO CONFIRM ALL LEVELS PRIOR TO THE COMMENCEMENT OF WORK.
4, EXISTING SERVICES
THE LOCATIONS OF ALL EXISTING SERVICES WITHIN THE WORK AREA SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION COMMENCING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE RELEVANT AUTHORITIES
AND TO ENSURE THAT THE EXISTING SERVICES ARE NOT DAMAGED OR DISTURBED IN ANY WAY.
5. SPECIFICATIONS
ALL WORK TO CONFORM TO THE RELEVANT LOCAL AUTHORITY'S SPECIFICATIONS
6. MATERIALS
ALL SUITABLE CUT TO FILL MATERIALS GENERATED FROM EXCAVATIONS ASSOCIATED WITH THE PROJECT ARE TO BE
COMPACTED TO FUTURE STAGES, OR IF DIRECTED BY THE SUPERINTENDENT REMOVED AND LAWFULLY DISPOSED
OFF-SITE
STORMWATER
1, ALL STORMWATER PIPE TYPES, BEDDING, BACKFILL AND STRUCTURES COMPLETE TO BE IN ACCORDANCE
WITH THE LOCAL AUTHORITY'S SPECIFICATIONS AND STANDARD DRAWINGS.
2. ALL PIPES TO BE SOCKETED CONCRETE PIPES WITH RUBBER RING JOINTS. FLUSH JOINTS ARE NOT TO BE
USED UNLESS AUTHORISED BY LOCAL AUTHORITY
3. ALL ALLOTMENTS TO BE GRADED SUCH THAT ROOFWATER DRAINAGE DISCHARGES TO LINED SWALES OR
TO THE PIPED DRAINAGE SYSTEM.
4, PVC PIPE AND KERB ADAPTORS TO BE USED WHERE ALLOTMENT DRAINAGE DISCHARGES TO THE KERB
AND CHANNEL.
5. ALL PIPES GREATER THAN AND INCLUDING 300mm DIA. SHALL BE CONSTRUCTED USING SRC OR FRC
PIPES. CONTRACTOR MAY ELECT TO USE PVC PIPES (RUBBER RING JOINTED OR SOLVENT WELDED JOINTED)
WITHIN ALLOTMENTS FOR PIPES SMALLER THAN 300mm DIA
6. UNLESS NOTED OTHERWISE, INTER-ALLOTMENT DRAINAGE IS TO BE LOCATED 0.5m FROM THE REAR AND
SIDE BOUNDARIES OF THE ALLOTMENT SERVED. EASEMENTS 1.5m WIDE ARE TO BE CREATED OVER THE
COMPLETED INTER-ALLOTMENT DRAINAGE.
7. LOTS DRAINING VIA OVERLAND FLOW TO THE ROAD RESERVE (WITHOUT FLOWING THROUGH ADJOINING
PROPERTIES) ARE TO PROVIDE FOR Q100 OVERLAND FLOW.
8. ALL PIPES UNDER TRAFFICABLE AREAS TO BE CLASS ‘2’ RCP MINIMUM, UNLESS NOTED OTHERWISE.
9, PIPES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY. THE PRINCIPAL CONTRACTOR SHALL ASSESS THE
ALL CONSTRUCTION LOADS AND UPGRADE (AT THEIR OWN COST) IF NECESSARY. THE INCLUDED ‘MINIMUM
COMPACTION COVER TO PIPES’ TABLE TO BE USED AS A GUIDE ONLY.
LINEMARKING
1. LINEMARKING AND SIGNAGE IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES”.
2. EXTENT OF LINEMARKING IS TO BE VERIFIED ON SITE WITH THE SUPERINTENDENT PRIOR TO INSTALLATION
3. EXACT LOCATION OF ALL SIGNS IS TO BE VERIFIED ON SITE WITH THE SUPERINTENDENT PRIOR TO INSTALLATION.
4. ALL SIGN POSTS & SIGN RAILS TO BE GALVANISED UNLESS OTHERWISE DIRECTED BY THE SUPERINTENDENT.
EARTHWORKS/ROADWORKS
1. DEMOLITION
THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO THE REMOVAL OR DEMOLITION OF ANY EXISTING
STRUCTURES WITH THE SITE CONFINES.
2. TOPSOIL STRIPPING
TOPSOIL (ALL ORGANIC MATERIAL) TO BE STRIPPED ACROSS THE LIMIT OF THE EARTHWORKS CUT AND FILL AREAS AND
STOCKPILED IN A LOCATION APPROVED BY THE SUPERINTENDENT. THE EXISTING STRATA IS TO BE TREATED IN
ACCORDANCE WITH THE SPECIFICATION PRIOR TO PLACING ANY FILL.
3. EARTHWORKS LEVELS
SURFACE LEVELS HAVE BEEN DERIVED FROM THE COMPUTER MODELLING OF FIELD SURVEY DATA. EARTHWORKS
LEVELS SHOWN ON DRAWINGS ARE FINISHED SURFACE LEVELS AND INCLUDE 100mm OF TOPSOIL.
4. COMPACTION STANDARD
SITE FILLING AND TRENCH BACKFILL SHALL BE COMPACTED AND TESTED TO THE STANDARDS DESCRIBED IN
AS3798-2007 ,
5. PAVEMENT DEPTHS
THE DESIGN PAVEMENT DEPTHS ARE BASED ON THE DEPTHS SHOWN IN THE SCHEDULE. THESE DEPTHS HAVE BEEN
INCLUDED AS PART OF THE EARTHWORKS CALCULATIONS.
SUBGRADE TESTS ARE TO BE UNDERTAKEN AND FORWARDED TO THE SUPERINTENDENT FOR EVALUATION OF ULTIMATE
PAVEMENT DEPTHS. TESTING TO INCLUDE SOAKED CBR AND ANY OTHER ASSESSMENTS DETERMINED NECESSARY BY
THE SUPERINTENDENT.
6. TESTING
ALL COMPACTION TESTING TO BE CARRIED OUT BY AN APPROVED N.A.1.A. TESTING AUTHORITY AND ARRANGED BY
THE PRINCIPAL CONTRACTOR. ALL SITE FILLING TO BE TESTED AND CERTIFIED AS GEOTECHNICAL LEVEL 1, UNLESS
NOTED OTHERWISE
7. TOPSOIL REPLACEMENT
ALL FOOTPATHS, BATTERS AND ALLOTMENT CUT & FILL AREAS SHALL BE TOPSOILED [LIGHTLY COMPACTED) TO A
MINIMUM DEPTH OF 100mm THICK USING TOPSOIL FROM ONSITE STOCKPILES. IF DIRECTED BY THE SUPERINTENDENT THE
TOPSOIL SHALL BE A SCREENED PRIOR TO PLACING.
8. GRASSING
ALL CUT/FILL AND DISTURBED AREAS SHALL BE GRASSED (OR TURFED) TO THE SATISFACTION OF THE
SUPERINTENDENT
9. SUBSOIL DRAINS
SUBSOIL DRAINS ARE TO BE CONSTRUCTED UNDER ALL KERB STRUCTURES IN ACCORDANCE WITH THE LOCAL
AUTHORITY GUIDELINES.
10. EARTHWORKS ZONE
THE FOLLOWING ACTIVITIES ARE PROHIBITED OUTSIDE THE EARTHWORKS ZONE:
* STORAGE AND MIXING OF MATERIALS AND LIQUID DISPOSAL
VEHICLE PARKING
MACHINERY REPAIRS /REFUELING
PLACEMENT OF SITE OFFICES OR SHEDS
STOCKPILING OF SOIL, RUBBLE OR DEBRIS
ANY FILLING OR EXCAVATION INCLUDING TRENCHES, TOPSOIL, SKIMMING AND OR SURFACE EXCAVATION (UNLESS.
APPROVED OTHERWISE]
11. STOCKPILES
ALL SUITABLE FILL CREATED FROM THE WORKS SHALL BE COMPACTED TO FUTURE FILL AREAS AS NOMINATED.
NO STOCKPILES OF SURPLUS MATERIAL ARE TO BE CREATED UNLESS DIRECTED BY THE SUPERINTENDENT.
12. FOOTPATHS
ALL CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS NOTED OTHERWISE. FOOTPATHS TO
BE CONSTRUCTED IN ACCORDANCE WITH THE LOCAL AUTHORITY SPECIFICATIONS
13. SERVICES
SERVICE ALLOCATIONS, COVER DETAILS AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE RELEVANT AUTHORITY
STANDARDS. CONDUITS UNDER HARDSTAND AREAS (DRIVEWAYS AND FOOTPATHS] TO BE PROVIDED AS DIRECTED
SEDIMENT AND EROSION
1. THE EROSION AND SEDIMENT CONTROL DESIGN IS TO BE USED AS A GUIDE ONLY. THE PRINCIPAL CONTRACTOR
SHALL INSTALL AND MAINTAIN ANY ADDITI
STATUTORY REQUIREMENTS.
IONAL OR ALTERNATIVE MEASURES IN ORDER TO COMPLY WITH
2. THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO CONTROL EROSION AND DOWNSTREAM
SEDIMENT DURING THE WORKS AND MAINTE!
NANCE PERIOD. ALL DEVICES ARE TO BE IMPLEMENTED USING BEST
PRACTICES IN ORDER TO MINIMISE THE QUANTITY OF SEDIMENT LEAVING THE SITE.
3. WHERE SLASHING OF EXISTING VEGETATION IS REQUIRED, THE VEGETATION SHALL BE SLASHED TO A MINIMUM
HEIGHT OF 75mm TO ASSIST WITH EROSION
PREVENTION.
4. ANY DISTURBED AREAS WHERE WORKS ARE COMPLETED ARE TO BE TOPSOILED AND GRASS
SEEDED/HYDROMULCHED WITHIN FIVE DAYS (OR EARLIER IF RAIN IS EXPECTED).
5. ALL CONSTRUCTION VEHICLES ARE TO ACCESS THE SITE VIA AN AGREED SINGLE POINT OF ACCESS IN ORDER
TO LIMIT THE TRACKING OF DELETERIOUS MATERIALS ONTO THE SURROUNDING ROAD NETWORK.
6. PROVIDE GULLY INLET PROTECTION TO ALL
THE PROPOSED DEVELOPMENT WORKS.
GULLY INLET STRUCTURES LOCATED, DIRECTLY DOWNSTREAM OF
7, RESTRICTION OF GENERAL PUBLIC ACCESS TO THE SITE BY IS TO BE PROVIDED AT THE INTERFACE BETWEEN
THE EXISTING SURROUNDS AND THE NEW CONSTRUCTION. THE PROVISIONS SHALL ADDRESS ALL WORKPLACE
HEALTH AND SAFETY CONCERNS.
8. THE LOCATION OF THE CONSTRUCTION VEHICLE COMPOUND, SITE OFFICE AND THE VEHICLE SERVICING AREA
ARE TO BE AGREED AND INSTALLED PRIOR TO THE COMMENCEMENT OF WORKS
9. NO CLEARED VEGETATION IS TO BE BURNED ON SITE. ALL NATIVE VEGETATION WASTE IS TO BE MULCHED AND
RETAINED ON SITE FOR USE AS PART OF THE LANDSCAPING OR REVEGETATION WORKS. ALL ORGANIC MATTER
NOT SUITABLE FOR MULCHING SHALL BE LAWFULLY DISPOSED OFF SITE
10. ANY ADDITIONAL CONTROL MEASURES AS DIRECTED BY THE SUPERINTENDENT (OR DESIGNATED AUTHORITY)
DURING THE CONSTRUCTION OR MAINTENAN'
ICE PERIOD ARE TO BE IMPLEMENTED AT THE EARLIEST TIME
POSSIBLE AND WITHIN 24 HOURS OF THE TIME OF THE REQUEST.
11. ANY CAPTURED RUNOFF IS TO BE TREATED
AND TESTED. THE TREATED RUNOFF IS TO ACHIEVE COMPLIANCE
WITH THE WATER QUALITY GUIDELINES AND THE SATISFACTION OF THE SUPERINTENDENT PRIOR TO RELEASE
12. AREAS USED FOR STORAGE OF CHEMICALS USED FOR CONSTRUCTION PURPOSES SHALL HAVE SUITABLE
CONTROL DEVICES INSTALLED. UPON COMPLETION OF WORKS, THE WASTE PRODUCTS ARE TO BE DISPOSED OF
IN ACCORDANCE WITH THE STATUTORY REQUIREMENTS AND THE AREA REHABILITATED.
DIAL
BEFORE YOU DIG
SERVICE LOCATIONS
IT IS THE RESPONSIBILITY OF THE PRINCIPAL
CONTRACTOR TO CONTACT ALL RELEVANT
SERVICE AUTHORITIES TO VERIFY THE
LOCATION OF ALL EXISTING SERVICES PRIOR
TO THE START OF CONSTRUCTION
ENERGY SERVICE PROVIDERS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
TELECOMMUNICATIONS
SERVICE PROVIDERS
‘ves'.| Gelstra
OPTUS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
CZ...
WARNING: OPTIC FIBRE
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
NOOSA COUNCIL
APPROVED PLAN
OPW20/0004 15 JUN 2020
elstra
AUSTRALIA
Manual of Uniform Traffic Control Devices
CFOH OHS
NOTE: ALL SIGNS & LINE MARKING TO BE IN
ACCORDANCE WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES
SCALE SURVEYED
DATUM: AHD)
PROJECT NO DATE ~ | APPROVED:
8 | 3052020] swate anne ts | Gwa a GED. GWA Lewy eeaworst
‘CPESC Ne: 767
a [osveanis | sve ron Paeumnay 16_| cWA [TOCALAUTHORTY APPROVAL] ORAM 76 ¢ RPEan e204 UKAS on
EAS, 2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
No.| DATE REVISIONS BY | cKD OPW 20/0004 DESIGNED TG___|_FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD = INFOQ BAXENGINEERING:COM-AU:
‘CLIENT:
L SMITH & M STURRE
NORTH POINT | TITLE:
ROAD AND DRAINAGE
GENERAL NOTES
& SH Y PR
Engineering *-"°! BROPOSED RESIDENCE AT 30 PINE STREET
COOROY QLD 4563
050-002
PLAN No
| REVISION | A
lat
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NOOSA COUNCIL
APPROVED PLAN
OPW20/0004.01 19 DEC 2022
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NOTE: 1.5m of driveway
crossover abutting into
existing road edge must
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be flexible pavement -
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not concrete
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LEGEND
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BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
L SMITH & M STURRE SITE LAYOUT PLAN
DATUM:
PROJECT NO:
---
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
PROPOSED RESIDENCE AT 30 PINE STREET
No. DATE REVISIONS BY CKD OPW 20/0004 DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected]
COOROY QLD 4563 PLAN No 050-001-003 REVISION C A1
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW20/0004.01 19 DEC 2022
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| SCALE: SURVEYED: CLIENT: NORTH POINT | TITLE:
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DATUM: AHD
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| PROJECT NO: DATE - APPROVED: . 4 é: ° ° PROJECT:
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No.) DATE REVISIONS | BY | CKD OPW 20/0004 DESIGNED TG FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.| | — [email protected] COOROY QLD 4563 PLAN No 050-001 -003 REVISION A1