09/1065 - Approved Plans [As Published] · 142009.1065

 

   

 

 

EXOSTING PAVERS:

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LONGITUDINAL SECTION 1.2

MEASUREMENTS ALONG CENTRELINE

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REVETMENT WALL DETAIL

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NOTES: |
1. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.

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2. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY
~ WITH THE RELEVANT SAA CODES AND THE ENVIRONMENTAL

PROTECTION AGENCY. ,

3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH GF 40 MPa WITH 60 SLUMP. NOT WITHSTANDING
CONGRETE SHALL HAVE A WATER / CEMENT RATIO OF 0.5.

4. FRESHLY PLACED CONCRETE SHALL BE PREVENTED
FROM EXPOSURE TO WAVE ACTION BY PLYWOOD GR PLASTIC
SHEETING PROPERLY SECURED IN PLACE.

, |
5. MESH REINFORCEMENT SHALL BE LAPPED A MINIMUM
GF ONE BAR SPACING PLUS 25mm. “ALL REINFORCEMENT
SHALL HAVE A MINIMUM COVER OF 60ramy.

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SUNSHINE COAST
REGIONAL COUNCIL

 

 

o/2 oy/1268

 

M&S GUTHRIE |
PROPOSED ~

BOAT RAMP

No.13

LOT 74 ;
DOLPHIN CRESCENT
NOOSA HEADS

RABRINK PTY LTD T/A -

John Norden

| sults 18 Tewants Pace? .

 

| Towanir Q 4585

Pre OF SHAOT1S7 Fac O7 BAA 172
Emelt PL ejintemode.on.net

 

 

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