Whyte J831-01A · OPW13/0816

 

 

 

No. 27 No. 25
LOT 81 LOT 80
on N10573
2000 | 10200 (NOM.) | 1500
SSS gm
“| 77 7 ff 7 7
LV SSS S
SSS LP LY “AS
z KU SS SS yy OCC Sf KY AY
Sis LVS aa SSS Spy “
s/s SSS SP YY YS 4SXS
3 CUS SS SP yyy SSS S PP y 7
= SVS SS Sy yy OOS SP pp py NY,
SYS PP yy OCS SSS Ppp y on
L LAS pL ppp NX
447 yy 4!
| RECONSTRUCT |
8000 4100 TIMBER JETTY
30000 (NOM) o> |

DOLPHIN CRESCENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WEYBA CREEK

SITE PLAN

1:200

 

EXISTING
REVETMENT WALL

NEW OUTFALL DRAIN
(BY OTHERS)

CONSTRUCT NEW
ROCK BREAKWATER

RECONSTRUCT CONCRETE
REVETMENT WALL

PROCEDURE

7.

INSTALL SCREW PILES

PLACE GEOFABRIC ON CREEK BED

PLACE ROCK - STAGE ONE

CONSTRUCT CONCRETE REVETMENT WALL
PLACE GEOFABRIC OVER ROCKS

PLACE ROCK - STAGE TWO

BACKFILL BEHIND REVETMENT WALL

ROCK VOLUMES
STAGE 1 - 95 cub.m NOMINAL
STAGE 2 - 105 cub.m NOMINAL

1.

2.
3,

ILES
PILES SHALL BE STEEL SCREW PILES COMPLYING WITH AS

2159-2009
PILES SHALL BE SET WITH AN APPROVED TORQUE METER

ALL PILES SHALL BE SUPPLIED WITH A WRITTEN GUARANTEE
FOR A MINIMUM USEABLE LIFE OF 50 YEARS WITH A MINIMUM
WORKING SAFE VERTICAL PERMANENT LOAD OF 9.0 TONNES

 

G&K WHYTE
PROPOSED

NOOSAVILLE

OPERATIONAL WORKS
ADJACENT TO No.25
DOLPHIN CRESCENT

 

Ni Norden

Tewantin Q 4565

Engineering

——
Structural / Civil Design Engineers

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

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

 

 

 

 

 

J831-01

 

 

DRAWN DATE

A.GUNN OCTOBER 2013
SCALE DESIGNED

AS SHOWN :

CPEng, MiEAust, RPEQ.

ISSUE

WORKING DRG
DRG NO. AMENDMENT

A