C23-035 - Emerald Street (2) - Civil Plans [RFI Response]

 

EARTHWORKS TABLE

 

CONTRACTOR TO CONFIRM LOCATION OF
ALL SERVICES TRAVERSING OR ADJACENT

 

TO THE DEVELOPMENT SITE PRIOR TO
UNDERTAKING WORKS.

 

 

 

 

 

 

 

CUT (m) FILL (m?) NETT (m?)
TOPSOIL STRIPPING (DEPTH 100mm) ~140.000
BULK EARTHWORKS (FROM STRIPPED SURFACE) -51.569 168.696 117.127 (IMPORT)

 

 

REFER STRUCTURAL ENGINEER FOR DETAILS
OF TEMPORARY SOIL RETENTION METHOD

 

NOTE:

 

EARTHWORKS VOLUMES ARE TAKEN FROM STAGE STRIPPED EXISTING SURFACE LEVEL.

      

 

REFER STRUCTURAL DRAWINGS.
FOR DETAILS OF PROPOSED
RETAINING WALL CONSTRUCTION

 

 

 

REFER STRUCTURAL DRAWINGS
PREPARED BY STRUCTURAL ENGINEER
FOR FOOTING SLAB AND WALL DETAILS.|

 

 

CUT & FILL LEGEND

 

 

 

LEGEND
PL_ 4.90 propose PLATFORM LEVEL
PAD [email protected] BULK EARTHWORKS LEVEL
412.15 EXISTING SURFACE LEVEL
— | =| == PROPOSED RETAINING WALL
(BY OTHERS)

 

 

EXCAVATION FILLING

[| 0.00m - 0.25m [| 0.00m - 0.25m
Cy 0.25m - 0.50m Ss 0.25m - 0.50m
[| 0.50m - 1.00m is 0.50m - 1.00m
is 1.00m - 200m || 4.00m - 2.00m
Ha ..... a .....
NOTES.

 

CONTRACTOR TO CONFIRM SOIL TYPE AND
ACCEPTABLE TEMPORARY BATTER ANGLE
WITH GEOTECHNICAL ENIGINEER PRIOR TO
UNDERTAKING EARTHWORKS:

 

 

 

 

 

 

 

 

 

   
 
 

 

 

 

 

 

  

© CUT AND FILL IS PROVIDED FOR GUIDANCE ONLY AND DENOTES
LEVEL DIFFERENCE BETWEEN EARTHWORKS SURFACE AND NATURAL
SURFACE. VOLUMES ARE TO STRIPPED SURFACE (100mm NOM.)
AREAS NOT REQUIRING EARTHWORKS ARE TO REMAIN UNDISTURBED.
CUT/FILL IS TO BULK EARTHWORKS SURFACE.

FINAL EXTENTS OF CUT/FILL ARE TO BE DETERMINED BY THE
CONTRACTOR ON SITE IN CONJUNCTION WITH THE EARTHWORKS

LEVEL 1 COMPACTION

ALL FILLING ON SITE TO BE LEVEL 1
COMPACTED FILL AS PER AS3798 UNLESS
NOTED OTHERWISE

(NOTE TYPE 2 TESTING MAY ONLY BE USED
FOR INDIVIDUAL RESIDENTIAL LOTS ONLY)

 

 

DESIGN.

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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