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08/0529 - Response to Information Request - Engineer's Drawing [As Published] · 142008.529
DRAWING SIZE - Al
MANAGEMENT PLAN
- Ensure the inflow into the pit is protected with
an approved leaf and sill guard,
~ The pit MUST be wropped in geofabric cloth es
specified,
— The pit should be bockflushed on a regulor basis
{3 months) to remove any sits or simiior
materials.
= The pit should only be used for the disposal of
stormwater.
Settlement 90mm Surface
Concrete
encased
ROOF DRAINAGE
ALL ROOF DRAINAGE TO DRAIN TO
PROPOSED WATER TANKS. FINAL
BOWNPIPE LOCATIONS TO FUTURE
OETAIL.
Grid of Slotted
Agg pipes 150 min
Allowance. Topsoil Bund J vesion grote
on ||
ee
As per plan
clearance to base.
As per plan
Slotted horizontal
agg laterals
pipes equally spaced.
;-——>
LI
As per plon
(AN TYPICAL SECTION ~ A- A
Pipe Grid at Base
LEGEND.
77 INDICATES EXISTING SURFACE
ee CONTOUR AND LEVEL TO AHD.
fu. WDGATES DRECTON OF FALL
TO FRISHED DRAINS,
GPL 45054 GRATED FIELD BNLETS,
EE] ore-tast conceere
20mm clean
aggregate encased
in geofobric,
2
STORMWATER SOAKER PIT DETAIL: - 3 IF
40
\
-—
HLL
—T
LoT1
AREA : 600.81m?
PROPOSED NEW
RESIDENCE
™ & Os #
A
z
3
LOT2 =
AREA: 716.67m" id
PROPOSED NEW Ww
RESIDENCE &
a
— =
ut
xz
ol 5
a ——
aed ~
~ &
44
g
WATER [ |
TANK oo ?
1 I
fo ee ~J
No.) 4.0x1.0x1.0m(D)
STORMWATER SOAKAGE
PITS TO DETAIL.
2/908 PY \ Ze
TANK OVERFLOW ae
y=
2/900 PVC BB
\_SAW CUT EXISTING
—
CONCRETE
A——— 10 FUTURE DETAIL.
BITUMEN AND PROVIDE
SMOOTH TRANSITION
WITH ORIVEWAY.
a ee
DRIVEWAY
DO NOT SCALE FROM THIS DRAWING
‘he tp et eta och dnd a aia rage re
ad oy a BA aad praca we! win pin
Ning Eire,
CONSTRUCTION
ae CONSULTING, ENGINEERS,
SCORE ss “fea @
18 OUKE STREET SUNSHINE BEACH GLD.4567
Ph (07) 5447 5544 Fax (07) 5447 2634
Tite:
DRIVEWAY WORKS & DRAINAGE
Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads
Date: o4 2007 | Seale: 1.499 | Drawn:
BN. 17268—OW2 [=~
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