09/1065 - Prescribed Tidal Works - Transport Type 5 - Domestic Marine [As Published] · 142009.1065

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION 1.0

MEASUREMENTS ALONG CENTRELINE

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r— SLE2 LOCATED
CENTRALLY

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REVETMENT WALL DETAIL

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N12 BARS, 750 LONG @ 300 MAX CRS ty .
EPOXYED 125 INTO DOSTING REVETIENT,
WALL NB: COAT ARST 7Omm OF EXPOSED

 

 

 

NOTES:

\ . .
1. DIMENSIONS SHALL NOT BE SCALED Rom DRAWINGS.
2. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY

PROTECTION AGENCY. Lo ' :

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3. CONCRETE SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE
STRENGTH OF 40 MPa WITH 60 SLUMP. NOT WITHSTANDING
CONCRETE SHALL HAVE A WATER / CEMENT RATIO OF 0.5.

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

-§, MESH REINFORCEMENT SHALL BE LAPPED A MINIMUM

OF ONE BAR SPACING PLUS 25mm. ‘ALL REINFORCEMENT
SHALL HAVE A MINIMUM COVER OF 60mm.

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M&S GUTHRIE ;g RABRINKETY EID T/A oe :

PROPOSED © _ John Norden | seem

BOAT RAMP | & Associates ‘ a co

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