Changes to Approved Plans - (Retaining Walls) OPW15/0099.01

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0099 13 OCT 2015


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CAUTION #!
UNDERGROUND
TELECOMMS CABLES
UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

‘CAUTION #!
OVERHEAD
ELECTRICAL CABLES

OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IS COMPROMISED BY
MACHINERY.

 

 

 

 

CAUTION !!
UNDERGROUND
ELECTRICAL CABLES

UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING

 

 

FILE: 15-001261-104.dwg_ DATE: 10-06-2015 TIME: 1044

Xref's: X_B1bt58_TITLE X_B16158_BASE X_B1415E_CONTS X_15-001261_CUTFILLHATCH USR: tim huynh

 

 

 

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‘AMENDMENT DETAILS

 

 

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‘SCALE ( METRES)

DESIGN CHECK
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NOOSA COUNCIL =»
APPROVED PLANS...

OPW15/0099 13 OCT 2015

 

to? 4 ra
1 IN 4 BATTER TYPICAL
~_-. AROUND EDGE OF SITE.

RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL
ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND
PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFILLING)

~%

\

  

   
  

 
 
      
       
  
     
 
 
 
 
 
 
 
 
   
   
   

400

jw WHERE INDICATED BEHIND WALL

PROPERTY BOUNDARY POSTION

 

 

 

 

 

 

  

TYPICAL ‘RANDOM’

 
 

WHERE INDICATED BEHIND WALL

|

PROPERTY BOUNDARY POSTION

 

Wq

LY
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GRADE

A
4

TEMPORARY APPROVED
74 SAFETY FENCE TO WALLS
HIGHER THAN 1.00m

GEOFABRIC TO
FACE OF WALL

|

 

NOTE:

BOULDERS TO BE ‘RANDOM’ GRADE SANDSTONE
(TRENCHED ROCK) RECTANGULAR IN SHAPE.

 

 

HEIGHT USED FOR PAYMENT

 

MINIMUM DESIGN REQUIREMENTS:
- SURCHARGE LOADING ON BACKFILL: SKPa
- ALLOW FOR 1.8m HIGH FENCE

- MAX 1V:4H SLOPE BEHIND WALL

 

 

 

COMPACTED FREE-DRAINING
GRANULAR BACKFILL (APPROX.
40-75mm DIA. SPALLS)

SANDSTONE TRENCHED ROCK WALL

SCALE 1:20 (A1)
SCALE 1:40 (A3)

TEMPORARY APPROVED
SAFETY FENCE TO WALLS

HIGHER THAN 1.00m

 

NOTES:
1, RETAINING WALLS TO BE CONSTRUCTED
TO MANUFACTURERS SPECIFICATIONS.
2. CONTRACTOR TO PROVIDE STRUCTURAL
CERTIFICATION FOR RETAINING WALLS
DESIGN AND CONSTRUCTION.

3. PROVIDE APPROVED SAFETY FENCE TO
ALL WALLS HIGHER THAN 1.0m.
4. ALL RETAINING WALL FOOTINGS TO BE
LOCATED A MINIMUM 1.0m HORIZONTALLY
CLEAR OF THE ROOFWATER AND SEWER

AND BE TAKEN BELOW THE ZONE OF
INFLUENCE.

 

 

 

MINIMUM DESIGN REQUIREMENTS

SURCHARGE LOADING ON BACKFILL

POST AND FOOTING DESIGN TO ALLOW

FOR 1.8m HIGH FENCE

 

 

- MAX 1V:4H SLOPE BEHIND WALL

wn
\X

100® SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE
TO STORMWATER SYSTEM

STEEL UNIVERSAL COLUMNS—~ |

EXISTING POWER POLE
AND OVERHEAD LINE TO
\ BE RELOCATED CLEAR
OF EXTENT OF WORKS.

PERMEABLE
GEOTEXTILE

MEMBRANE —~
SKPa 7 200mm WIDE
GRANULAR FREE
DRAINING MATERIAL [I

 

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HEIGHT FOR PAYMENT

F.S.L.

 

 

 

 

 

 

 

CRI
CONCRETE SLEEPERS

TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL

SCALE 1: 20 (A1)

REF NO. 132007.2398.02

 

‘MICROFILM No.

SURVEYOR: ML_SURVEYS

20 At

38 Leybourne Street, Chelmer QLD 4068
Mob: 0412 744 223 E: [email protected]

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‘PROJECT

 

 

 

 

 

 

 

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11000

 

Ad PROJECT No.

15-001261

 

 

"APPROVED
MATTHEW HILL RPEQ 11578
FOR & ON BEHALF/OF ‘eALIBRE CONSULTING (QLD) PTY LTD

PALM LAKE

19 TRADING POST ROAD
COOROY
RETIREMENT VILLAGE

 

calibre

CONSULTING

Calibre Consulting (QLD) Pty Ltd
Grund Foe, 545 Queen Sree Brsbone,
Telephone 07 3895 3444 Facsimile 07 3895 3400 SCORN
Beatune Cantera Moune Syénny Shape Sie Cot Lic 4084

CONSULT AUSTRALIA

QLD Austaka 4000 Endorsed

DRAWING

"BULK EARTHWORKS
LAYOUT PLAN

ay SHEET 3 OF 3

 

Company | BRAN

 

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