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08/0529 - Op Works - Road works & Stormwater [As Published] · 142008.529
DRAWING SIZE ~ Al
MANAGEMENT PLAN
— Ensure the inflow into the pit is protected with
an approved jeaf and silt guard.
— The pit MUST be wrapped in geofabric cloth as
specified.
— The pit should be backflushed on a reqular basis
(3 months) to remove any silts or similiar
materials.
— The pit should only be used for the disposal of
stormwater.
Settlement 100mm Surface Concrete
encased
Allowance. Topsoil Bund /
l0 | 4 Pr _
As per plan
Grid of Slotted
Agg pipes 150 min
clearance to base. As per plan
overflow grate.
\ comm clean
aggregate encased
(A in geofabric.
Me)
STORMWATER SOAKER PIT DETAIL
Slotted horizontal
-agg laterals
pipes equally spaced.
As per plan
(~K-\ TYPICAL SECTION ~ A - A
CS DETAILS
Pipe Grid at Base
~~
LEGEND.
_.--7 7 INDICATES EXISTING SURFACE
48.00 CONTOUR AND LEVEL TO AHD.
rau, INDICATES DIRECTION OF FALL
TO FINISHED DRAINS.
GP! 450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE.
42 ~h
~
<
=
—
cS
a9
»
BR
&
a’.
ge
a
ROOF DRAINAGE
ALL ROOF DRAINAGE TO DRAIN TO
PROPOSED WATER TANKS. FINAL
DOWNPIPE LOCATIONS TO FUTURE
DETAIL.
LOT 2
AREA : 718.87m?
PROPOSED NEW
RESIDENCE
LOT 1
AREA : 800.81m?
PROPOSED NEW
RESIDENCE
eee eee
2/908 vPVvC
TANK OVERFLOW
> “te eo [|
3(No.) onthe oO
STORMWATER SOAKAGE
PITS TO DETAIL.
2/908 PVC PRs
iP
TANK OVERFLOW ERTy
\ on CUT EXISTING
BITUMEN AND PROVIDE
SMOOTH TRANSITION
WITH DRIVEWAY.
CONCRETE DRIVEWAY
TO FUTURE DETAIL.
DO NOT SCALE FROM THIS DRAWING
‘The design and cssociated detals contained on this ond ossociaied drowings are
canyrhl ond are not to be used or reproduced without the written permission of
BER CONSULTING ENGINEERS
structural - civil - geotechiical
ABN 40 098 481 899 ee .
18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) 5447 5544
Title:
DRIVEWAY WORKS & DRAINAGE
Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads
| Drawn:
Date: Oct 2007 | Scale: 1:100
Dra No. 17968—OQW2 Rev.
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