Operational Works Application OPW17-0552 · OPW17/0552

DRAWING SIZE — A3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100mm ROCK FILLED
GABION MATRESS
SCOUR PROTECTION
BEDS. Nes” CONSULTING
NEW TIMBER SLEEPER ENGINEERS
RETAINING WALL 2/125 dia OVERFLOW PIPES APPROVED
600 MAX HIGH. FROM INFILTRATION PIT
REFER DETAIL ON Drg SW2 P C t A 6 THROUGH FACE OF S. RICHARDSON RPEQ 5835
RETAINING WALL. .
e (* : 8/09/2017
peo 4% 2 48
g pet
\
@
\ INDICATES 8 Ausdrain EnviroModule 2
\ INFILTRATION CELLS IN 3 IN LINE UNITS OF
| ae 3.2m(L) x 0.6m(W) x 0.45m(D)
| : .E TOTAL 24 CELLS
: STORAGE VOLUME = 2.47m°
REFER DEATIL ON Drg SW2.
! EXISTING DOWN PIPE TAKING ALL
\ 2l
er ROOF STORMWATER FROM HOUSE
| © gh: oS PF APPROX. 105m*CATCHMENT AREA
ey? @% 2
SHADED AREA sa ® Bey o> a ROOF STORMWATER CATCHMENT VOLUME
INDICATES MINIMAL \ ; Ry 22lco ©,
FILL LAWN SPACE - jearn® NC 35.55 L 29 ‘9 4- 5 Minute storm at 1:20 ARI 253mm/hr
GRADED DOWN TO 40 ° S$ 23 105m? CATCHMENT AREA
600 HIGH TIMBER a = 2.2m?
SLEEPER WALL
| $ ~\ At 86, 89 LZ
| a
o Bayz
| a || 4 2 32.99) Le
: ar
a. -
1 \ 5 2
| Bg Zs — 5 Revision | Description Date
sw SW: \ zA | | n Issue: APPROVAL
DENOTES 125 DIA uPVC ,
STORMWATER LINE PROPOSED REAR RETAINING WALL AND STORM WATER DISPOSAL Unit 111 Project Ave,
< Ph (07) 5455 5604
3 pienleh ai al donate
Deve': , ‘unter f ‘emai
Title: Rear Retaining Wall and
42 SEP 2017 Stormwater Disposal
ee Project 34 Arakoon Crescent
sewaniun , Sunshine Beach
fnnnni——+_#+—f_$m1:100 @ ASE ier
mu ——L_r—7._jmt: | Date: 08.09.17 | Drg No. 25395-SW1]" A.