06/0823 - Applicant's Response to Information Request including Attachments [As Published] · 132006.823

ziten A1 SHEET

FOR CONTINUATION REFER TO PLAN 05B320 - EW.02

iL
4,2 Common Property {CTS} & 113 (Balance)
Cancelling Lot 113 on SP.188650 & Lot 1 on SP.188652
PARISH of WEYBA. COUNTY of MARCH. MERIDIAN: SP. 151408
MERIDIAN: SP.151408.

 

 
    

FINISHED FLOOR LEVEL LEVEL
Zo See

    

 

1.6m. NOMINATED
|

VARIES:

 

COMPACTED FALL MATERIAL / 1.0m
AS SPECIFIED. DEPTH TO. HIN
SUIT SLAB THICKNESS

BUILDING PLATFORM DETAIL

NTS
NOTE:
REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR
SLAB THICKNESS AND FOOTING DETAILS.

 

/

PROPOSED PLATFORM LEVEL

PROPOSED BULK EARTHWORKS CUT AREA

PROPOSED BULK EARTHWORKS FILL AREA

EXISTING CONTOUR (1.0m INTERVALSI

SPOT LEVELS (100mm BELOW FSL)

TOP OF TRE WALL
BOTTOM OF THE WALL

TEMPORARY CUT/FILL BATTER (U.N.O)

NOTES

1,GRASS AND TOPSOIL SHALL BE STRIPPED TO A DEPTH
QF 100 MILLIMETRES OVER THE ENTIRE SITE OF THE
WORKS.

2. CLEAR THE SITE OF ALL DEBRIS INCLUOING EXISTING
BUILDING RUBBLE AND CONCRETE SLABS, TREES
EXCEPTING THOSE TO BE RETAINED, GRASS AND
VEGETATION. EXCAVATE TREE ROOTS WHERE REQUIRED,
AND REMOVE FRON SITE, STRIP ALL TOPSOIL FROM ALL
AREAS AND STOCKPILE FOR FUTURE USE IF REQUIREO,
‘OR REMOVE FROM SITE.

}. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP
LEVEL MATERIAL TO A MINIMUM 100% STANDARD

MAXIMUM ORY OENSITY TO AS12689 5.1.1. ANY ‘SOFT SPOTS”

WOENTIFIEO BY THE PROOF ROLLING SHALL BE
REMOVED AND REPLACEO WITH A COMPACTEO
IMPORTED GENERAL FILL MATERIAL TO THE
ABOVE COMPACTION REQUIREMENTS.

EARTHWORKS SHALL BE CARRIED OUT BY CUT AND
FILL OPERATIONS TO ACHIEVE LEVELS IN ACCORDANCE
WITH THE FINISHEO SURFACE LEVELS AND MINIMUM
PAVEMENT DEPTHS SHOWN ON THE DRAWINGS.

FILL MATERIAL SHALL BE PLACED IN LAYERS NOT
EXCEEDING 225mm LOOSE THICKNESS AND SHALL BE
COMPACTED AT NEAR OPTIMUM MOISTURE CONTENT TO
ACHIEVE THE SPECIFIED COMPACTION STANDARDS.

EXCAVATION SHALL BE CARRIED OUT WHERE
NECESSARY, TO OBTAIN SUBGRADE LEVEL.

IMPORTED GENERAL FILL MATERIAL SHALL BE
SUPPLIED AND COMPACTED WHERE NECESSARY TO
OBTAIN SUBGRADE LEVEL.IMPORTED GENERAL FILL
MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE
OF ORGANIC MATTER AND STONES GREATER THAN
150mm AND CAPABLE OF BEING COMPACTED INTO
COHERENT FALLING TO THE SPECIFED STANDARD.

THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE
NOT GREATER THAN 8% AND A MINIMUM
CBR. OF 10%,

ALL EARTHWORKS FILL AND EXCAVATED AREAS
SHALL BE COMPACTED TO 100% STANDARD
HAXIMUM ORY DENSITY {AS 1289 5.1.1} IN LAYERS
NOT EXCEEDING 150na COMPACTED THICKNESS,

8. COMPACTION TEST RESULTS AND TEST LOCATIONS FOR
SUBGRADE AND EARTHWORKS FILL TESTING SHALL BE
SUBMITTED TO ANO APPROVED BY THE SUPERINTENDENT
PRIOR TO PLACING PAVEMENT MATERIALS.

9. SPOIL FROM STRIPPING AND EXCAVATION SHALL BE
STOCKPILEO ON SITE WHERE DIRECTED BY THE
‘SUPERINTENDENT. q

5

2

A

0 s* 0 Se

{ £250 UNREQUCED }

 

10, ALLOWANCE SHALL BE MADE FOR QUALITY TESTING
{INCLUDING SGAKEO CBR) FOR EACH TYPE OF IMPORTED
FILL MATERIAL, TO SHOW COMPLIANCE WITH SPECIFIED
REQUIREMENTS.

12, COMPACTION TESTS ARE REQUIRED FOR ALL SERVICE
TRENCHES AND SHALL BE CARRIED OUT AT THE RATE
OF ONE TEST PER SO METRES OF TRENCH OR PART
THEREOF,

13, NO ALLOWANCE HAS BEEN MADE FOR WORKING AREAS FOR
CONSTRUCTION SURROUNDING THE SITE GF WORKS.

THE CONTRACTOR SHALL ASSESS AND MAKE NECESSARY
ALLOWANCES,

14. EARTHWORKS PAD MATERIAL TO HAVE A MINIMUM SAFE
BEARING CAPACITY OF 150kPa ¥O THE SATISFACTION OF THE
‘SUPERVISING GEQTECHINICAL ENGINEER.

15. FOR SET OUT REFER TO THE ARCHITECT'S DRAWINGS.

16. DUE CARE SHALL BE TAKEN WHEN EXCAVATING
ADJACENT TO EXISTING SERVICES WHICH TRAVERSE
THE SITE. THE SERVKES SHALL BE LOCATED, PROBED,
AND EXACT INFORMATION AS TO THE LOCATION, SIZE,
NUMBER, AND LEVEL OF SUCH SHALL BE PROVIDED TO
THE SUPERINTENDENT AS MODIFICATION OR RELOCATION
MAY BE REQUIRED,

SETOUT NOTE
FOR CIVIL SETOUT, CONTACT QANTEC
McWILLIAM CONSULTING ENGINEERS AND
AN AUTOCAD ORAWING FILE WILL BE
(SUED FOR SITE SETOUT.

 

PIAL
PRELIMINARY BOT FOR CONSTRUCTION

 

Daas TITLE

etn ie nant 7
ORE reese sie GANTEC McWILLIAM | PROPOSED DEVELOPMENT PROPOSED BULKEARTH WORKS
consulting engineers VIRIDIAN NOOSA + STAGE 3

ABH TAM 2 MS LAYOUT PLAN & GENERAL NOTES
a ohn Level 3, 200 Creek Street ALMA WAY & VIEWLAND DRIVE - NOOSA] - SHEET 3 OF 3

Spring Fall Qld 4000 _

 

 

 

‘ faa ~
Poser ee erfcensies | VIRIDIAN NOOSA PTY. L1D. 1250

“""05B320-EW.03/"  P2

 

Telephone: (07)
Facsiane: (07) 3007 8182

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