Approved Plans · OPW11/0335

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ANAGEMENT AND —

BASIN. REFER TO

 

 

 

 

 

 

HYDRAULIC CONSULTANTS DETAILS. 4.5

 

 

 

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GRID AND FILL WITH 200mm ROAD BASE COMPACTED WITH A

FLAT DRUM ROLLER.
GEOFABRIC AND GRAVEL WHERE REQUIRED FOR LANDSCAPING.

3. LAY GEOTEXTILE FABRIC ‘BIDIM A24’ UNDER A 10m WIDE
“TENSAR TX16' GRID AND FILL WITH 150mm OF CRUSHER
7, UPON COMPLETION OF CONSTRUCTION ACTIVITIES, REMOVE

DUST OR 5-7mm GRAVEL SCREENINGS.
4, FILL WITH CLEAN SAND TO A LEVEL OF 200mm BELOW

FINISHED ACCESS ROADWAY LEVEL.

WEST OF THE PROPOSED BEACH SHACKS.
5, COMPACT WITH

1, STRIP SITE OF ALL VEGETATION.
2. FILL WITH CLEAN SAND TO A LEVEL OF 100mm ABOVE

SUGGESTED PROCEEDURE FOR FILLING ARE:
STANDING WATER.

 

 

 

1, STRIP GRASS, TREES AND ORGANIC MATTER FROM THE

SUGGESTED PROCEEDURE FOR FILLING AREA
SURFACE,

UNDER BEACH SHACKS AND

 

 

RELATIVE

3, FILL TO BULK EARTHWORKS PAD LEVELS AS SHOWN ON
5. ALL STORMWATER AND SEWERAGE PIPES TO BE LOCATED
ON EASTERN SIDE OF BEACH SHACK SLABS AND TIED TO

THE PLAN IN 300mm MAXIMUM LAYERS,
4, COMPACT WITH A FLAT DRUM ROLLER TO 98%

2, PROOF ROLL WITH A FLAT DRUM ROLLER.
DENSITY EACH LAYER.

 
    

 

     

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[email protected]. 010 920 448
QLD 4069
FAX (07) 3378 9173
PHONE (07) 3878 1026

27 AMBERELLE PLACE CHAPEL HILL

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BULK EARTHWORKS
PLAN SHEET 1
STAGE 1 AND 2

RAWING TITLE

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of peregian beach

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PROPOSED ACCOMODATION AND
COMMERCIAL DEVELOPMENT
“ESSENCE OF PEREGIAN’

DAVID LOW WAY
SCANLON PROPERTY GROUP

PEREGIAN BEACH for

 

 

 

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