Approved Plans · OPW11/0043

 

 

DO NOT FIX JETTY
TO REVETMENT WALL

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

p— GRADE WALKWAY EVENLY
FROM REVETMENT WALL TOP OF WALL RL 1.05
TO JETTY HEAD HEAD ‘
ee RL +0.64 HAT +0.56

 

 

 

 

 

 

 

 

 

 

 

 

=)

MLWS -0.28

 

7 —_+}-- J
EXISTING REVETMENT- |

‘WALL.

2500

Cc

 

 

2500

 

Cc

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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14
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>
SIDE ELEVATION LU ye
1:50 we
ALL SILT AND DEBRIS SHALL BE REMOVED
FROM FULL DEPTH OF PVC PIPE BEFORE
REINFORCEMENT IS PLACED AND PIPE
ko IS BACKFILLED WITH CONCRETE.
25 x 140 HWD DECKING
FIXED WITH TWO SIS TYPE 17
SCREWS TO STRINGERS
- A 1500 O/A
32x 70 HWD KICKBOARD
Aa
ONE M16 VERTICALLY
TYPICAL UN.O. (
KN 7p 100 x76 Ho HeADsTock
rs rr
ONE M16 CAST 600 INTO PILE. Hs ES
FIXTURE FOR HEADSTOCK
AND CENTRAL STRINGER | 75 x 75x § STAINLESS STEEL ANGLE |
44 Ys 4-M16 S/S TO HEADSTOCK Ha
al ; 4-M16 S/S THROUGH PILE al
anlamis.
rt TA
END PLATE
2225 PVC PIPE LE 4 bai LEI 4
REINFORCED |
AND GROUT FILLED tla
vd

 

 

-"

SECTION/A)
" Me

225
Ae 9225 PVC PIPE
5-N16 VERTICALLY
R6 SPIRAL TIE @ 300 PITCH
32 MPa GROUT

PILE DETAIL

 

ONE M16 VERTICALLY
THROUGH HEADSTOCK
AND 600 INTO PILE

 

 

 

 

SECTION/B \
_ ar

FRONT ELEVATION

1:50

 

 

 

 

 

 

 

 

 

  

 

WYUNA DRIVE
NOOSA HEADS

 

A

 

 

 

 

4150 x 75 HWD STRINGER i —— ouuMes
}~—-——————— 150 x 75 HWD HEADSTOCK x x ONE M16 S/S
2
TN
V A ‘8 PLATE STAINLESS STEEL
" ONE MIE SS VERTICAL SECTION (C>
E 7 600 INTO PILE; 720 ili
Ko one me SIS TO HEADSTOCK SUNSHINE COAST REGIONAL COUNCIL
P APPROVED
OPW Ti ¥d4s 2 6 MAY 2011
G&A DULEY 5 RABRINK PTY LTD T/A Ley DATE
PROPOSED JETTY J John Norden S ASHTON NOVEMBER 2010
LOT & Associates = DESIGNED
(No.29) IN ee eee

 

‘Suite 16 Tewantin Plaza"
Poinciana Avenue / PO Box 205
Tewantin Q 4565

WORKING DRG

 

Ph: 07 54497137 Fax: 07 54497172
Email: [email protected]

 

e 40/162-2

 

 

 

AMENDMENT