Approved Plans OPW21-0293

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW21/0293 11 NOV 2021


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GENERAL EARTHWORKS/ROADWORKS SEDIMENT AND EROSION

1. CONTRACT SPECIFICATIONS 1. DEMOLITION 1. THE EROSION AND SEDIMENT CONTROL DESIGN IS TO BE USED AS A GUIDE ONLY. THE PRINCIPAL CONTRACTOR
ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE CONTRACT SPECIFICATION. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO THE REMOVAL OR DEMOLITION OF ANY EXISTING SHALL INSTALL AND MAINTAIN ANY ADDITIONAL OR ALTERNATIVE MEASURES IN ORDER TO COMPLY WITH
2 sEToUT STRUCTURES WITH THE SITE CONFINES. STATUTORY REQUIREMENTS.
SURVEY SETOUT APPROVAL HAS BEEN ESTABLISHED ON SITE BY THE PRINCIPAL'S SURVEYOR TO ENABLE 2. TOPSOIL STRIPPING 2. THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO CONTROL EROSION AND DOWNSTREAM
THE CONTRACTOR TO ACCURATELY SETOUT THE WORKS TO THE CO-ORDINATES SHOWN, SETOUT APPROVAL ‘TOPSOIL {ALL ORGANIC MATERIAL) TO BE STRIPPED ACROSS THE LIMIT OF THE EARTHWORKS CUT AND FILL AREAS AND SEDIMENT DURING THE WORKS AND MAINTENANCE PERIOD. ALL DEVICES ARE TO BE IMPLEMENTED USING BEST
SHALL NOT BE OBTAINED BY SCALING FROM THESE DRAWINGS. STOCKPILED INA LOCATION APPROVED BY THE SUPERINTENDENT. THE EXISTING STRATA IS. 10 BE TREATED IN PRACTICES IN ORDER TO MINIMISE THE QUANTITY OF SEDIMENT LEAVING THE SITE.

ACCORDANCE WITH THE SPECIFICATION PRIOR TO PLACING ANY FILL,
3. DATUM 3. WHERE SLASHING OF EXISTING VEGETATION IS REQUIRED, THE VEGETATION SHALL BE SLASHED TO A MINIMUM
LEVELS SHOWN ARE TO AMD. 3, EARTHWORKS LEVELS HEIGHT OF 75mm TO ASSIST WITH EROSION PREVENTION.
CONTRACTOR TO CONFIRM ALL LEVELS PRIOR T0 THE COMMENCEMENT OF WORK 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 ONY IS TURDED | AREAS WHERE) WORKS ARE COMPLETED | (ARE To BE TOPSOILED AND GRASS

4, EXISTING SERVICES SEEDED/HYDROMULCHED WITHIN FIVE DAYS (OR EARLIER IF RAIN IS EXPECTED).
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 4, COMPACTION STANDARD 5. ALL CONSTRUCTION VEHICLES ARE TO ACCESS THE SITE VIA AN AGREED SINGLE POINT OF ACCESS IN ORDER
THE RELEVANT AUTHORITIES AND TO ENSURE THAT THE EXISTING SERVICES ARE NOT DAMAGED OR SITE FILLING AND TRENCH BACKFILL SHALL BE COMPACTED AND TESTED TO THE STANDARDS DESCRIBED IN TO LIMIT THE TRACKING OF DELETERIOUS MATERIALS ONTO THE SURROUNDING ROAD NETWORK
DISTURBED IN ANY WAY. ‘AS3198-2007,

6 PROVIDE GULLY INLET PROTECTION TO ALL GULLY INLET STRUCTURES LOCATED, DIRECTLY DOWNSTREAM OF
5. SPECIFICATIONS 5. PAVEMENT DEPTHS ‘THE PROPOSED DEVELOPMENT WORKS.
ALL WORK TO CONFORM TO THE RELEVANT LOCAL AUTHORITY'S SPECIFICATIONS ‘THE DESIGN PAVEMENT DEPTHS ARE BASED ON THE DEPTHS SHOWN IN THE SCHEDULE, THESE DEPTHS HAVE BEEN
INCLUDED AS PART OF THE EARTHWORKS CALCULATIONS, 7. RESTRICTION OF GENERAL PUBLIC ACCESS TO THE SITE BY |S TO BE PROVIDED AT THE INTERFACE BETWEEN
SUBGRADE TESTS ARE TO BE UNDERTAKEN AND FORWARDED TO THE SUPERINTENDENT FOR EVALUATION OF ULTIMATE THE EXISTING SURROUNDS AND THE NEW CONSTRUCTION. THE PROVISIONS SHALL ADDRESS ALL WORKPLACE
ALL SUITABLE CUT TO FILL MATERIALS GENERATED FROM EXCAVATIONS ASSOCIATED WITH THE PROJECT PAVEMENT DEPTHS, TESTING TO INCLUDE SOAKED CBR AND ANY OTHER ASSESSMENTS DETERMINED NECESSARY BY HEALTH AND SAFETY CONCERNS.
ARE TO BE COMPACTED TO FUTURE STAGES, OR IF DIRECTED BY THE SUPERINTENDENT REMOVED AND ‘THE SUPERINTENDENT.
LAWFULLY DISPOSED OFF-SITE. 8, THE LOCATION OF THE CONSTRUCTION VEHICLE COMPOUND, SITE OFFICE AND THE VEHICLE SERVICING AREA

6. MATERIALS

6. TESTING ARE TO BE AGREED AND INSTALLED PRIOR TO THE COMMENCEMENT OF WORKS.
ALL COMPACTION TESTING TO BE CARRIED OUT BY AN APPROVED N.A.T.A, TESTING AUTHORITY AND ARRANGED BY
‘THE PRINCIPAL CONTRACTOR. ALL SITE FILLING TO BE TESTED AND CERTIFIED AS GEOTECHNICAL LEVEL 1, UNLESS 9. NO CLEARED VEGETATION IS TO BE BURNED ON SITE. ALL NATIVE VEGETATION WASTE IS TO BE MULCHED AND

NOTED OTHERWISE. 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.

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. F DIRECTED BY THE SUPERINTENDENT THE
‘TOPSOIL SHALL BE A SCREENED PRIOR TO PLACING.

ANY ADDITIONAL CONTROL MEASURES AS DIRECTED BY THE SUPERINTENDENT (OR DESIGNATED AUTHORITY)
DURING THE CONSTRUCTION OR MAINTENANCE PERIOD ARE TO BE IMPLEMENTED AT THE EARLIEST TIME
POSSIBLE AND WITHIN 24 HOURS OF THE TIME OF THE REQUEST.

8. GRASSING ‘1. ANY CAPTURED RUNOFF IS TO BE TREATED AND TESTED . THE TREATED RUNOFF |S TO ACHIEVE COMPLIANCE
‘ALL CUT/FILL AND DISTURBED AREAS SHALL BE GRASSED (OR TURFED) TO THE SATISFACTION OF THE WITH THE WATER QUALITY GUIDELINES AND THE SATISFACTION OF THE SUPERINTENDENT PRIOR TO RELEASE.
SUPERINTENDENT,

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

9. SUBSOIL DRAINS
IN ACCORDANCE WITH THE STATUTORY REQUIREMENTS AND THE AREA REHABILITATED.

SUBSOL 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.

 

NOOSA COUNCIL
APPROVED PLAN
OPW21/0293 11 NOV 2021

 

 

 

 

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ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS elstra Manual of Uniform Traffic Control Devices
BEFORE YOU DIG SERVICE LOCATIONS A B SERVICE PROVIDERS AUSTRALIA

 

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IT IS THE RESPONSIBILITY OF THE PRINCIPAL.

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CONTRACTOR TO CONTACT ALL RELEVANT
SERVICE AUTHORITIES TO VERIFY THE
LOCATION OF ALL EXISTING SERVICES PRIOR
TO THE START OF CONSTRUCTION

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NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS, LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE D8YD,
SERVICE LOCATIONS ON 1109 FOR DETANS

 

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.

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,

NOTE: ALL SIGNS & LINE MARKING TO BE IN

ACCORDANCE WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES.

 

 

 

 

 

 

 

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