Approved Plans OPW21-0215 · OPW21/0215

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   NNOOSA COUNCIL
   APPROVED PLAN
OPW21/0215 16 AUG 2021


[OCR of page images]
 

NOOSA COUNCIL
APPROVED PLAN
OPW21/0215 16 AUG 2021

 

 

 

 

EARTHWORKS SUMMARY

AREA OF CUT = 340m?
VOLUME OF CUT ~ 485m?

Y AREA OF FLL ~ 164m*
VOLUME OF FLL = 105m?

THE EARTHWORKS VOLUMES. SHOWN ARE INDICATIVE. NETT
FIGURES ONLY GEIWEEN EXISTING SURFACE LEVEL AND
FINISHED EARTHWORKS LEVEL AND DO NOT ALLOW FOR
DEMOLITION WORKS, STRPPING OF TOPSOIL, UNSUTMABLE
ATERIAL AND VEGETATION OR COMPACTION’ LOSSES.

 

PAVEMENT LEVELS SHOWN ARE 250mm BELOW F.SL
BUILDING PAD LEVELS SHOWN ARE 200mm BELOW F.S.L
LANOSCAPING LEVELS SHOWN ARE 100mm BELOW FSL.

 

EARTHWORKS LEVELS MAY BE ADJUSTED TO SUT FFL'S
‘AND CONCRETE THICKNESS

BASED ON STRUCTURAL DESIGN AS APPROVED BY
| SUPERINTENDENT.

AREA. OF FL ~ AREA OF CUT ~

   

     

GENERAL NOTES
as 1. N CASE OF DOUBT — ASK:
2. ALL LEVELS TO AHO, ONENSIONS IN METERS UNO
PROVIDE RETANING. WALL 3. ALL LNSON WITH LOCAL, STATE & STATUTORY AUTHORS
IS THE CONTRACTOR'S. RESPONSIBLITY.
4. THE LOCATION OF EXISTING SERVICES 1S FOR
FOR OETALS CONTRACTOR'S INFORMATION ONLY, THE LOCATION OF
SERVICES WILL BE CONFIRMED BY THE CONTRACTOR PRIOR
TO THE COMMENCEMENT OF WORKS.
5, ANY DAMAGE CAUSED TO THE EXSTING SERVICE WIL BE
WADE GOOD AT THE CONTRACTORS EXPENSE.
6. EARTHWORKS PROCEDURES ARE TO BE CARRED OUT IN
ae | ‘MCCORDANCE WITH AS 3798 ~ 2007 "GUIDELINES ON
EARTHWORKS FOR COMMERCIAL AND RESIENTAL
DEVELOPMENTS”
7. EARTHWORKS OPERATIONS ARE TO BE CARRED OUT IN

 

 

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GENERAL ADCOROANCE WT THE GEOTECHNICAL REPORT
; 8, WORKS NOT SPECFGALLY REFERRED TO, ARE TO BE
oft POOL HOUSE’ CONSTRUCTED IN ACCORDANCE WITH THE GENERAL
FPL 1807) jl DRAWINGS AND SPECIFICATIONS OF THE LOCAL AUTHORNY
pa x 9, THE CONTRACTOR IS TO ALLOW FOR ALL FEES AND

HAULAGE COSTS ASSOCIATED WI DISPOSAL OF NATERAL
bass | FROM THE STE
STORES

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LANDSCAPING) | | {2.PRIOR TO COMMENCEMENT OF WORKS THE CONTRACTOR
= s Ss, . WILL PROVIDE SCOUR AND EROSION PROTECTION’ INCLUDING

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{AT CONPLETIN OF CONSTRUCTON THE CONTRACTOR
SHALL ARUNGE FOR AN WDEPENDENT UCEASED
SURVEYOR TO CARRY OUT A "WORKS AS CONSTRUCTEDY

SURVEY AND SUBMT THE OETAL PLAN TO THE MANAGER
17M LOCATON OF TEMPORARY STOCAPLES DURWG
CONSTRUCTION IS 10 BE AGREED WH THE MANAGER
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SOME 1100 0
(At SIZE)

 

12 3 4 5

 

 

“TEMPORARY EXCAVATIONS ARE TO BE SUPERVISED
BY A SUTABLY QUALIFIED GEOTECHNICAL ENGINEER

 

 

 

 

TAL RETANNNG WALLS LOCATED WITHIN THE STE
TO STABLUSE CUT ARE TO BE WHOLLY WITHIN THE
PROPERTY BOUNDARY INCLUDING ALL ASSOCIATED
FOOTINGS AND SUB-SOIL DRAINAGE.

 

 

 

 

CONTRACTOR TO. USE EXCAVATION TECHNIQUE THAT
WILL PREVENT SUBSIOINCE WITHIN. NEIGHBOURING
PROPERTIES IN. ACCORDANCE WITH. GEOTECHNICAL
ENGINEERS REPORT AND ADVICE ON SITE

 

 

 

 

 

 

‘DOCUMENT CONTROL ‘APPROVED

 

 

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ORST PROJECT
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PROPOSED RESIDENTIAL DEVELOPMENT
PHONE (07) 3823 2144 Pau oe
PARTNERS secoane ©
ome STRUCTURAL CMLAENVRONMENTAL ENGHEERS

 

 

 

 

 

 

DRAWING STATUS
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FOR APPROVAL
40 PARK CRESCENT, SUNSHINE BEACH §20-023-E01
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