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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.
Evistrng u GUse
CONSTRUCTION METHODOLOGY STATEMENT
Lot 673 NOTE: THE EXISTING SEWER MAIN THAT HAS TO BE REPLACED DOES NOT HAVE ANY
LIVE CONNECTIONS DISCHARGING INTO IT.
Lot 675 RP48111
RP4 8111 1. Conform with the construction management plan on these Engineering design
^6 4 plans
Turf or Existing shed
hydromulch 2. Attend presfart meeting with Unity Water and seta commencement date for
to be removed
construction.
dintrubed ,-Terminate enveloping pipe 1.0 from R.P.
ground areas. 3. Advise neighbouring property owners of the construction commencement date.
boundary to enable HCB to be installed Existing sewer manhole will
4. Complete preparation works including clearing, grubbing and setout, stabilise
have to be exposed, as it is
existing fencing panels where necessary,
10m'i currently not accessible
5. At least one day prior to the commencement of construction, ensure that all
Location and levels plotted
materials necessary to complete construction have been delivered to site. The
from Council records. Prior
^ ,^ materials shall include, but not be limited to the following,-
Zhg_^ to construction confirm
aManhole components including manhole lid & sanded shorts.
Remove existing sewer manhole and exact invert levels and
b. Bedding materials la small quantity of 2000 screenings and geof abric should
construct terminal access chamber Existing to shaft to confirm pipe gradient.
Lot 676 be available at the Contractor's depot in the event that unsuitable material is
1600 dia, Poo Pit) or approved (eve) to be removed
SP 125656 encountered at the base of the trench).
equivalent. Replace existing HCB's c. Enveloping pipe, sewer pipe, jointing materials, spacers and fixing tape.
to serve existing lots.
Remove existing 150m^ - 6. Prior to the commencement date of construction, Install the new sewer main
sewer and replace with inside the enveloping pipe and stack on site in a suitable location to enable
Existing timber lean tc -1500 SN8 uPVC pipe
Lot 1 expedient placement in the excavated trench. Seal off the ends of the pipes with
inside 2500 ductile iron SPW 6184 plastic and duct tape, ready for jointing the next day.
enveloping pipe at new 1. Have on hand a suitable trench de-watering pump including a spare pump in case
levels. it is required. Ensure both pumps are fuelled and in good working order the day
before commencement of construction.
8. Excavate for the proposed sewer manhole and expose the existing sewer
fxstrnggravel^^
pipeline Mark the cut lines.
dr;veway 9. Excavate trench as far as excavator can travel commencing al the downstream
end and install the new sewer pipeline and enveloping pipe guided by the laser in
i 0 MH Exit Assess the need far de-watering and possibility of unsuitable at the
trench base.
Lot 699 10. Utilise a bobcat or similar equipment to temporarily place and stockpile material
Lot 698 RP48111 excavated from the trench, to place bedding material and to assist with
Lot 697
SP227987 1 backfilling trenches to ground level,
RP48111 11. Once the first section of trench has been backfilled, rotate the excavator and
1 trench from the upstream manhole back to meet the newly installed sewer main
and enveloping pipe
1 12. Complete the connection of the new sewer main to the upstream sewer manhole.
13. Backfill the last section of the trench.
16 Pressure test the new sewer pipeline.
15 Complete the new sewer manhole and pressure test, grout annulus between new
sewer pipe and enveloping pipe.
16. Upon approval from Unity Water, remove downstream bung.
17. Remove old sewer pipes from site to a regulated waste facility.
18. Remove surplus spoil from site, reinstate any boundary fences and restore the
existing ground surface.
R.P 8dy
STEVENS STREET
Existing sewer manhote-
SL2657
,124 47
d=210
5 2.5 0 2.5 5 7.5 ltm
1 250-A3
Greenha yen Projects Dale Amendment
Design: D.G.K. APPROVED CLIENT: MR. P BOYS COUNCILREFLR[NCE.
Gi consulting civil engineers project managemen services
Pty Ltd. ABN 68 067 110 169
P.0 Box 8200, hlarooc/Vdore D.C OLD 4558
Phone (07) 5479 4220 Fax (07) 5479 4228 MEMBER OF THE
Drawn:
Date
Checked:
D.G.K.
2 610 712 0 1 0
LARRY PICT
n
PROJECT: PROPOSED SEWER RECONSTRUCTION
AT: 4 STEVENS STREET, SUNSHINE BEACH Sheet 2 of 3
THIS PLAN IS COPY PROTECTED BY GREENHAVEN PROJECTS PTY. LTD
INSTITUTE OF L.P. DATE. LOT 698 ON SP227987 DRAWING Na:
MUNICIPAL
ENGINEERING
IAurUA5 HI rNAME Gw18a9-et-aIarg-DATE 26/irla xREFs AUSTRALIA Datum. A.N.D. SIZE A3 TITLE: DETAIL PLAN GH1839/10/02
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