Approved Plans for Change to Existing Approval OPW11/0116.01

 

 

 

J

 
   

RL +1.5m

GEOTEXTILE FROM ROCK WALL TO EXTEND —
UNDER ADJACENT CREST CONTAINER AND
OVERLAP WITH ADJACENT LOWER BAG

GEOTEXTILE FLAP

-— CREST OF ROCK TO TRANSITION FROM

RL 1.5M (A-A) TO TOP OF BANK (B-B)

a ADJACENT CREST CONTAINER

 

 

   

CROSS SECTION A-A

CREST OF ROCK TO TRANSITION FROM
RL 1.5M (A-A) TO TOP OF BANK (B-B)

ADJACENT CONTAINER PROFILE

 

CROSS SECTION B-B

NRS-016
1 4 00 DRAWN AB [CHECKED =8C PPPROVED AJ
phil et
aeaT9
ze Sone Tio [OTE come 2

     
 
   
 
 
   

LOCALITY PLAN

NOOSA SPIT

I~

? Noosa

NOTES
1.0 DESIGN CONDITIONS:

FLOOD TIDAL CURRENT 2.

SIGNIFICANT WAVE HEIGHT

0.75m.
1.3. WILL BE OVERTOPPED IN
TIDES OR FLOOD EVENTS
14 FLEXIBLE TOE TO ALLOW
EROSION TO -6m AHD

2.0 GEOTEXTILE UNDERLAY TO BE
ELCOMax 600R OR EQUIVALENT

1M LAPS. PREFABRICATED SECTIONS

PREFERRED.

3.0 TOLERANCES
31 EXCAVATION +/-200mm

3.2 ROCK FINISH LEVEL +/-300mm

3.3 BATTERS MAY BE FORMEI

AN EQUIVALENT BOX CUT

14.0 ROCK SHALL BE SOUND IGNEOUS OR
METAMORPHIC ROCKS CLEAN AND
FREE OF TOPSOIL AND ANY ORGANIC

MATTER.

5.0 DIMENSIONS ARE IN METERS UNLESS

SHOWN OTHERWISE

16.0 ROCKWALL DETAIL SAME AS CROSS,

SECTION C-C.

7.0 IN THE EVENT OF SLUMPING ROCK
MAY NEED TO BE TOPPED UP AS.

REQUIRED

8.0 BACKFILL MAY NEED TO BE

REINSTATED AFTER MAJOR EVENTS,

TO ENSURE SAFE ACCESS

Sm/s

KING

WITH

D BY

 

LEGEND

 

GEOTEXTILE LAYER

 

MeRTCALOATUM APO. [oRznracoann

WGA

 

REVISION REGISTER

 

 

 

 

 

 

 

jrevno | DATE TESCRITION a

ENG | APP

 

International
Coastal

 

QFRICE 50/6 Ann, SYC Manna, Man Beach, £217, OLD,

  

WEBSITE www constalmanagement com au

» Management

Bax 306, Man Beach LPO, Man Beach QLD, 4217, Austral
(ENO EAC 1 PTY

Australia

 

PROIECT NAME

NOOSA RIVER SPIT

 

TRANG TITLE
Rock Wall
Cross Section

 

SRAVING No

REVISION