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Development Application part 2 of 2 - Engineering Design Certificate Neighbourds Consent Plans 4 Stevens St Sunrise Beach · OPW10/2029
Plans and drawings: the text below has words only, no drawings.
FS!
PRESSURE TESTING IN ACCORDANCE
WITH MSC STANDARDS
DEPTH RANGE OF SEWER 0 - 3.Om GREATER THAN 3.Om
INITIAL PRESSURE IKpal 35 50
TEST START PRESSURE )Kpa) 30 45
Install 1500 UPVC pipe MAIN SEWER DIAMETER (mm) 150 225 300 375 450
Inside 2500 enveloping
pipe with spacers at MIN. TIME TO DROP S Kpa 3 M'm. 3 Min. 5 Min. 8 M'm. 10 Min.
1.Sm maximum centres
TRENCH DETAIL
N.T.S.
SEWER RETICULATION NOTES
l Unless shown otherwise:-
a. All gravity sewers shall be 150mm diameter uPVC Class SN8 R.J.J. to AS 1260 in
3.Om maximum lengths lu.n.o.l.
E }
s
b. Ductile cement lined (DICE/ pipe incorporated in the sewer pipelines shall be
`a
a o
minimum class DILL Extreme
i E
m a c . Stormwater pipe crossings shall be uPVC Class 12 for full width of crossing
9
a ,R plus 1,5m either side. Spigot ends of Class 12 to be chamfered to provide a
p ^ V smooth transition of flows.
v o
o ^ o d. Sewer mains shall be constructed in accordance with WSA Std. Dwg. Series
am`D SEW-1200.
MANHOLE No.
AND TYPE 2 Minimum pipe grades shall be -
1500 pipe - 1 in 150; 2250 pipe - 1 in 290; 3000 pipe -1 in 420.
3. Where gravity or rising sewer mains conned into existing sewer mains, the contractor
shall verify the designed location and level of the point of connection prior to
commencement of any construction.
4. Bedding material for pipelines to be washed 5mm screenings and
shall be placed in accordance with MSC Std. Dwg. MWD100,
Sewer pipe line bedding shall be compacted to the following denslty-
Existing 150 die, sewer a. Crusher grit ..,...,..90% R.D D. standard compaction
main to be removed.-, b. Sand ......................_....65% density index.
5. Minimum cover to uPVC Class SN8 pipe collars shall be:-
End enveloping pipe 1.Om back a, Allotments and footpaths .....0.9m
*Existing sewer manhole will have to be exposed, as it--I 1 from property boundary to b. Road crossings.... 1.2m or 0-6m if Class 18 uPVC from MH to MH
is currently not accessible. Location and levels enable HCB to be installed.-^
plotted from Council records. Prior to construction .^ Replace existing HCB's
6. Standard sewer alignments are-
confirm exact invert levels and confirm pipe gradient. V to serve existing lots,
a. Side boundary ....._....._ .....................1.Om.
b. Front & rear boundary ...............1.Sm.
End enveloping pipe at
property boundary 7. Sewer manhole construction:-
x-1500 UPV C solvent weld or a. All manholes shall be finished with tops parallel to and approximately 10000
Install HCB for Lot 698. rubber ring jointed sewer above finished ground level.
pipe SN8 inside 2500 ductile b. Cast insitu manholes shall be formed with external formwork.
iron enveloping pipe. Cement c. All manholes shall be properly sealed to prevent ingress of subsoil & surface
grout annulus between pipes. waters.
d. Manholes shall be constructed in accordance with the WSA Std. Dwg. Series
SEW-1300.
e. Backdrops shall be constructed in accordance with WSA Std. Dwg. Series
SEW-1300.
8. House connections:-
DATUM RL 23.0 a. All allotments shall be provided with a house connection unless directed
Lot 698 SP227987 Lot 697 RP48111 otherwise.
Lot 699 RP48111
LOCATION b. House connections shall be 100mm diameter upvc and installed in accordance
with MSC. Std. Dwgs. MWD125 &130.
0150 SN8 PVC
DIAMETER c. House connections on sewer mains greater than 2 Om deep shall be fibreglass
reinforced "sugden" or similar approved type junctions,
0.38. 0.38% House drain Inspection openings shall be installed to 1,5m maximum depth below
GRADE d.
* 262,61 * 262.67
finished ground level.
31.52 31.22 e. House drains shall be extended to a minimum of 1.Om beyond any existing or
LENGTH proposed stormwater pipe crossings.
f. Ends of house drain connections shall be identified by a 2.Om long x 25mm$
DEPTH length of orange conduit placed vertically above pipe end.
INVERT LEVEL 9. Concrete stops are required on grades steeper than 1 in 6 and shall
be placed in accordance with WSAA SEW-1206.
SURFACE LEVEL 10 All connections to existing sewers will be completed by Sunshine Coast Regional Council
at developer's expense.
CHAINAGE
5 2.5 0 5 100 1:250•A3
SEWER LONGITUDINAL SECTION
Scale H 1:250 V 1.50
1 0.5 0 1 2m 1' 50-A3
Amendment APPROVED CLIENT MR. P BOYS COUNCIL REFERENCE.
Greenhayen Prot jects
consulting civil engineers • project managemen services
No Date
Design:
Drawn:
D.G.K.
D.G.K. PROJECT PROPOSED SEWER RECONSTRUCTION
Pty. Ltd. ABN 68 067 110 169
Date: 26107/2010 AT: STEVENS STREET , SUNSHINE BEACH Sheet 3 of 3
P.O. Box 8200, Maroochydore D.C. OLD 4558 LARRY PIGt H r - RPEQ 3942
MEMBER OF THE J
Phone (07) 5479 4220 Fax (07) 5479 4228 Checked- L.P. 7L LOT 698 ON SP227987 DRAWING Na:
INSTITl1TE OF Dare "/• •-^? ••
THIS PLAN IS COPY PROTECTED RY GREENHAVEN PROJECTS PTY. LTD. MUNICIPAL
ENGINEERING Datum. A.H.D. SIZE A3 TITLE: SEWER LONGITUDINAL SECTION G H 1839110103
161;rc(n11'Ii 66666.1H1Pa;-0=s^yn 6a:ed.g-D4'E 266)10 XREFS AUSTRALIA
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