Operational Works Application OPW17-0552 · OPW17/0552

 

DRAWING SIZE — A3

 

SHADED AREA
INDICATES MINIMAL
FILL LAWN SPACE
GRADED DOWN TO

 

600 HIGH LINK WALL.

 

 

 

 

Ausdrain EnviroModule 2
INFILTRATION CELLS
REFER DETAIL.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2/125 dia OVERFLOW PIPES
FROM INFILTRATION PIT
THROUGH FACE OF
RETAINING WALL.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

raul

 

 

 

 

(A) REAR RETAINING WALL AND STORM WATER DISPOSAL
swi

AUSDRAIN ENVIROMODULE 2

STORMWATER
INFLOW

TYPICAL SECTION

INFILTRATION CELLS 6 IN LINE
STACKED 2 HIGH, WRAPPED IN
GEOFABRIC

PROVIDE SLOTTED PIPE
THROUGH BOTTOM OF

CELLS

N_SO

1.0.$

 

PROVIDE INSPECTION OPENINGS
to) FROM SLOTTED PIPE IN
|ASE FOR FLUSH OUT

STORMWATER
OUTFLOW

PROVIDE DROPS AT EACH END
OF THE PIT FROM THE MAIN
THROUGH DRAIN TO THE
SLOTTED PIPE IN THE BASE

ALL PIPE PENETRATIONS THROUGH THE GEOFABRIC-T0—
BE FITTED WTH STAINLESS STEEL PIPE CLAMPS,
GEOFABRIC TO BE LAPPED AT JOINS WITH A ROOT |.) ©
INHIBITOR PROVIDED ALONG THE JOIN LINES

Al

 

 

NEW TIMBER SLEEPER
RETAINING WALL

600 MAX HIGH.

REFER DETAIL

 

 

REAR BOUNDARY

      
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

a
é VERTICAL wees AS PER 4,
TABLE, 1200 CTRS. RAKE GEOFABRIC OR SIMILIAR FOR
=| BACK AT ANGLE SHOWN. | SILT/FINES RETAENSION.
200x50 HORIZONTALS 200X400MM FREE DRAINING
BACKFILL IN GEOFABRIC
—— WRAPPING WITH AGI PIPE TO
GROUND LEVEL OUTLET.
B GRADE CONCRETE AWAY
z FROM POSTS.
2 hag he.
= CH: \
& LIF 20MPA COMPACTED
CONCRETE.
4008
ALL MEMBERS TO
BE H4 TREATED
'W RETAINED | VERTICAL MEMBER ] FOOTING DEPTH HOWD
(0 XB)
400 200 x 50 500
600 200 x 50 700

 

 

 

 

 

VERTICAL fa
WewBER ~ _, | D |

(— TWBER SLEEPER RETAINING WALL
(7 TYPICAL SECTION

 

BED.

 

100mm ROCK FILLED
t | GABION MATRESS
SCOUR PROTECTION

 

 

 

 

Revision | Description Date

 

 

 

 

 

Issue: APPROVAL

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

 

 

 

APPROVED

S. RICHARDSON RPEQ 5835

web:www.scg-engineers.com
ABN 40.098 481 809

Q) SC6

DEBUILD T/A

 

Title: Rear Retaining Wall and

8/09/2017 Stormwater Disposal

 

 

 

 

pt __?m1:100 @ AZ

Project 34 Arakoon Crescent
Sunshine Beach

 

Date: 08.09.17

 

Rev. - 10.06.16

Drg No.25395-SW2| A.

 

 

 

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