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OPW17/0552 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
APPROVED PLANS
NEW TERRACED TIMBER
OPW17/0552
SLEEPER RETAINING WALLS NOOSA COUNCIL
5 JANUARY 2018
600 MAX RETAININED HEIGHT
HIGHT.
REFER DETAIL ON Drg SW2
Path ay
OVERLFOW FROM
INFILL TRATION TRENCHES
DISTRIBUTED EVENLY OVER
GARDEN BED.
\ \'S RETAINING
EXISTING
I WALL
I
\
I INDICATES INFILLTRATION
\ TRENCHES WITH SLOTIED
I 90 DIA uPVC PIPES IN
\ GEOFABRIC SOCK
EXISTING
CONTAINED IN 350 x 350
\ RETAINING WALL
20mm GRAVEL TRENCH
I
\
\
SHADED AREA \ ROOF STORMWATER CATCHMENT VOLUME
INDICATES VEGETATED \
GARDEN BEDS GRADED 5 Minute storm at 1:5 ARI 200mm/hr
DOWN TO 600 HIGH 61m2 CATCHMENT AREA
TIMBER SLEEPER WALLS = 1.02m3
B. AMENDMENTS TO DESIGN 15.12.2017
Revision Description Date
Issue: APPROVAL
S CG
SW DENOTES 90 DIA uPVC
-STORMWATER LINE
C)
I Unit 1/11 Project Ave.
Noosa Heads
1.0.S DENOTES INSPECTION EXISTING DOWN PIPES TAKING ~
~ V I CONSULTING
~I~~~~~
••••b:www.SC9...nginee.ll.Com
o OPENING WITH SEALEAD ROOF STORMWATER FROM HOUSE ~ ENGINEERS ~1lN.008,.wee8
LID FOR BACKFLUSHING APPROX. 61m2CATCHMENT AREA
Title: Rear Retaining Wall and
OF PIPES PROPOSED REAR RETAINING WALL AND STORM WATER DISPOSAL Stormwater Disposal
Project 34 Arakoon Crescent
Sunshine Beach
o 2 4
5m 1: 100 @ A3 • ,,., B
• Date: 15.12.2017 DrgNo. 25395-SW1 . .
!
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~SIZE-A3
~ ~l1CAl MEIolBERSAS PER 1.
APPROVED PLANS ll!
:;.:
TABLE, 1200 ClRS. RAKE
BACK AT ANGl£ SHO'l!!l.
~
7. ~
GECf"ABRICOR S1UIUAR FOR
S1LT/FlNES RETAENSION.
OPW17/0552
SHADED AREAS
INDICATE VEGETATED
NOOSA COUNCIL 200x50 HOO1ZLALS • ~•..•.•.
.....
" '.
"
200X4OOIA),IFREE DRAINING
BACKFILL IN GEar ABRle
GARDEN BEDS GRADED 5 JANUARY 2018 GROUND l£\a
•;; .:;. -
:.i.:J.
\\llAPPlNG YUH AGI PIPE TO
OUTLET.
DOWN TO 600 HIGH
TIMBER SLEEPER WALLS .': '~_ GRADE CONCRETEAWAY
SLOTIED 90 DIA uPVC PIPE
.. .'
.. . FROll POSTS.
IN GEOFABRIC SOCK . :.'.:" ~ 20UPA COUPACTED
CONTAINED IN 350 x 350 NEW TIMBER SLEEPER
CONCRETE.
20mm GRAVEL TRENCH RETAINING WALL
CAP OFF OPEN ENDS OF 600 MAX RETAINED All MEIolBERSTO
SLOTIED PIPE. HEIGHT. REFER DETAIL BE H4 lREATED
'H' RETAINED ~l1CAl MEIolBER FOOliNG DEPlH HDIltl
(0 X B)
1.0.5 400 200 x 50 500
>- 600 200 x 50 700
a:
<t:
o
....
:.:- 1.0.5
z
.:-: ::>
:.:. o
CD
CONNECT TO EXISTING
DOWN PIPES.
:!t
;:;:::
a:
<t:
UJ
a: TIMBER SLEEPER RETAINING WALL
::;:; ::
-:-:. :. TYPICAL SECTION
:.:-:
..... .:
"
~m~.)
REAR RETAINING WALLs AND STORM WATER DISPOSAL B. AMENDMENTS TO DESIGN 15.12.2017
TYPICAL SECTION Revision Description Dale
Issue: APPROVAL
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
emai:[email protected]
sw- DENOTES 90 DIA uPVC web:WWN.scg-engineers.com
~4'0Pe4il1 all
STORMWATER LINE
Title: Rear Retaining Wall and
Stormwater Disposal
1.0.5 DENOTES INSPECTION
o OPENING WITH SEALEAD Project 34 Arakoon Crescent
LID FOR BACKFLUSHING Sunshine Beach
OF PIPES o 2 3 4
5m1:100 @ A3 ,,,,B
Date: 15.08.2017 Drg No. 25395-SW2 .
Used in these records
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