Civil Plans 250407_250119-OPW-C-A-Signed · OPW25/0059

 

EXISTING LEGEND

— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR 1.00m INTERVALS.
MINOR CONTOUR 0.20m INTERVALS
SEWER MAIN DN150
WATER MAIN DN100
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE
SURFACE LEVEL

PROPOSED LEGEND

 

EARTHWORKS QUANTITIES

EARTHWORKS CUT: 243m
EARTHWORKS FILL: 6m?
BALANCE: 237m*

   
   
   

FFL 35.18

NOTES:

1, ALL VOLUMES INDICATED ARE SOLID VOLUMES.

2. EARTHWORKS QUANTITIES BASED ON COMPARISON
BETWEEN DESIGN SURFACE AND SURVEY SURFACE.

 

 

 

FFL 35.18

EARTHWORKS NOTES:

1. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED IN
ACCORDANCE WITH AS 3798 AND CURRENT LOCAL AUTHORITY.

2. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
INSTALLED AND FULLY OPERATIONAL BEFORE
COMMENCING UP-SLOPE EARTHWORKS,

3. _ PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL
STRUCTURES, DEBRIS AND FENCES FROM THE SITE.

4. FILL SHALL BE SOUND MATERIAL APPROVED BY THE ENGINEER,

FREE OF ANY ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT
FORM A STABLE FILL (AN

5, _ FILL TO BE PLACED IN MAXIMUM 150mm LIFTS, UNLESS APPROVED io)
OTHERWISE AND COMPACTED TO SPECIFICATION

6. COMPACTION TEST RESULTS TO BE SUBMITTED TO ENGINEER FOR
APPROVAL PRIOR TO PLACEMENT OF EACH LAYER

7 LEVEL 1 CERTIFICATION IS REQUIRED IN ACCORDANCE WITH AS 3798

8 ALL STRUCTURES ARE TO BE CONSIDERED WITH THE STRUCTURAL
LOADING FROM EARTHWORKS.

9. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL
BE REHABILITATED TO PRE-CONSTRUCTION CONDITIONS, AT THE
CONTRACTORS EXPENSE.

10. THE FINISHED SURFACE SHALL BE FREE DRAINING AT MINIMUM 1:100
UNLESS OTHERWISE STATED ON PLANS.

11, ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE MINIMUM DRY
DENSITY RATIO (M.D.D.R) OF 100% STD.

12 MINIMUM RELATIVE COMPACTION:

* BUILDING PLATFORM (98% STD AS1289.S.1.1
* ROAD SUBGRADE (100% STD AS1289.S.1.1)
13, ALL LEVELS TO BE CROSS REFERENCED WITH ARCHITECTURAL

  
    

GARAGE
FFL 34.33

 

 

 

 

   

 

 

 

 

 

 

 

 

    

 

 

 

DRAWINGS.
_
a
APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL

CHARLES COOK KERRY BONE RESIDENTIAL WORKS EARTHWORKS SITE

RPEQ NO: 8480 DESIGN XC oe

APPROVED DATE CHECK CC PLAN / \ om 25 PROJECT NO. DRAWING NO. [REV NO.

07.04.25, CONSULTING ENGINEERS 5 PARK CRESENT _———S

SUNSHINE BEACH, QLD C4
ISSUED FOR APPROVAL 25.03.25 cc SIGNED Charles Cook IPYRIG«T © AL rg reoerved. wg CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES 250119 OPW-C-00200 A
DESCRIPTION SATE —TABRE 07.04.2025 voriiyc. com. | ABN 72 677 874 S32 Heer sie at