Council archive · source document
Response to RFI Sewer & Water Network Plans · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 3. The text section number identifies this passage in the reader.
REQUIRED.
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5
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PROPOSED STORMWATER DRAINAGE
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ex FH
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PROPOSED Ø150 PVC-O PN16 WATER MAIN
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2 PROPOSED DN180 PE100 PN16 WATER MAIN
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3 1ha 125
0
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126 PROPOSED WATER VALVE
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PROPOSED FIRE HYDRANT
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PROPOSED Ø150 UPVC SEWER MAIN
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111144
EXISTING UNDERGROUND STORMWATER DRAINAGE
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EXISTING WATER MAIN
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EXISTING COMMUNICATIONS CABLES
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12 EXISTING OVERHEAD ELECTRICAL
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Shane Rynne
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I,............................................. of COVEY ASSOCIATES Pty. Ltd.
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LOT 3 NEW ALLOTMENT EXISTING SURFACE CHANGE OF GRADE
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12 18-03-2025
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EXISTING SITE BOUNDARY 5
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ON............................, CERTIFY that:
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FULL FACED FLANGE 128 123
AS SPECIFIED ON PLANS
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WITH BACKING RING 128 1. This design drawing has been assessed in accordance with EXISTING TREES
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requirements of the SEQ Code and Unitywater Standards;
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FULL FACED 2. The construction of the works must only be undertaken in
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DESIGN SURFACE CONTOURS (1m INTERVALS)
FIRE BLANK FLANGE NOTE: CONNECTION TO UNITYWATER accordance with this drawing; and
W150
FLANGE WITH
1.5m
1.5m
BACKING RING HYDRANT NETWORK INFRASTRUCTURE IS SUBJECT 3. No design Amendments are permitted either before or EXISTING SURFACE CONTOURS (1m INTERVALS)
FL-FL VALVE
TO FURTHER APPLICATION during construction without the approval of Unitywater.
SV 4. During construction, where required, Variation Notifications
W150 W150 W150
NOTE: THRUST BLOCKS ARE REQUIRED must be submitted in accordance with the A&C Manual.
SV AT ALL CHANGES OF DIRECTION
ACR/MAJ Check all dimensions before commencement of work.
150x150 DICL
Check Site boundary dimensions from the Title plans
FLANGED TEE NOTE: ALL WORKS ON EXISTING WATER 2020-112
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