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_19660_OPW_20260616 Civil Plans
Original PDF page 18, section 1. The text section number identifies this passage in the reader.
LEGEND LIVE WATER WORKS SCHEDULE 495
MCH591
T
DIA LOT DEPTH TE
D EXISTING STORMWATER DRAINAGE NO DESCRIPTION FSL IL
W
WATER NO TO IL
EO
EO EXISTING ELECTRICAL OVERHEAD 1(A) CONSTRUCTOR TO LAY NEW DN100 WATER MAIN (TEMPORARILY END DN100 OPVC - - - - 19
POTTERY ST
CAPPED). AFTER CLEANSING, TESTING AND INSPECTING, NOTIFY RP35066
T EXISTING TELCO (RECORDS)
UNITYWATER.
T
W
PP EO EO
PP
EXISTING SEWER (RECORDS)
W
S EO EO
1(B) UNITYWATER TO REMOVE TEMPORARY END CAP ON DN100 WATER MAIN, DN100 AC - - - -
W W W W
MAKE LIVE CONNECTION WITH DN100 X DN100 TEE MECHANICAL
W EXISTING WATER (RECORDS)
COUPLING ON EXISTING DN100 AC WATER MAIN
W EXISTING WATER METER
T
EO
W
PROPOSED WATER MAIN
FH SV PROPOSED HYDRANT & VALVE
REFER SEQ-WAT-1301-1 & 1302-1 EXISTING
SHED
T
PROPOSED WATER METER
W
EO
W
REFER SEQ-WAT-1108-3
PROPOSED WATER SERVICE CONDUIT
SC SC
REFER SEQ-WAT-1108-1 & 1108-2 EXISTING DWELLING
T
PROPOSED STORMWATER DRAINAGE
W
EO
R PROPOSED ROOFWATER DRAINAGE SV
W W W W
T T T T
S PROPOSED SEWER D
D
E PROPOSED ELECTRICAL (INDICATIVE ONLY TBC)
W
D
D
EO
PROPOSED GROUTED ROCK RETAINING WALL
7 3 2 1
W
WATER SUPPLY NOTES
EO
1. REFER DRAWING C001 FOR GENERAL PROJECT NOTES.
DN25 PE100 PN16 WATER CONNECTION (SHOWN
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SERVICES
W
INDICATIVE) FROM NEW WATER METER TO
BEFORE COMMENCING WORK. EXISTING HOUSE IN ACCORDANCE WITH AS3500.1
EO
3. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
00
RED ST
1.5
CURRENT WATER SUPPLY CODE OF AUSTRALIA (WSA) AND
AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN E
8 E
W
AND CONSTRUCTION CODE (SEQ CODE) AND THE REQUIREMENTS OF E REMOVE WATER METER
UNITYWATER. DN100 PVC-O 45 E
FOR EXISTING LOT CONNECTION TO EXISTING WATER
45
EO
4. ALL WORK ON EXISTING WATER MAINS SHALL BE UNDERTAKEN BY MAIN IN ACCORDANCE WITH STD
UNITYWATER AT THE APPLICANT'S EXPENSE. W DRG SEQ-WAT-1105-2. REFER NOTE 4
E
E
W W W W
W
5. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE PP EO
W PP EO EO EO EO
UNDERTAKEN BY UNITYWATER AT THE APPLICANT'S EXPENSE, AFTER TE
1.500
T T T T
S E
NEW MAINS HAVE BEEN DISINFECTED, FLUSHED, TESTED AND
E
S
S 22
S
INSPECTED. S W W
E
E
EO
S
6. ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH SV
W
E E E E E E E E E E E E E
T
CURRENT SEQ WATER SERVICE PROVIDERS' ACCEPTED CIVIL IPAM
E
S
W DN100 PVC-O FH
22
SC
LIST. S S S S S S S S S S S
EXISTING DN100 AC WATER MAIN (FROM RECORDS)
7. ALL MAINS SHALL BE LOCATED ON A 1.5m ALIGNMENT FROM THE FH
W
SC
E
PROPERTY BOUNDARY UNLESS NOTED OTHERWISE
E
EO
SC
W
T
SC
8. ALL MAINS SHALL BE SERIES 2 (DI COMPATIBLE) PN16 RRJ PVC-O
S
UNLESS NOTED OTHERWISE.
END OF LINE TWIN PILLAR HYDRANT
SC
SC
E
9. ALL FITTINGS TO BE DUCTILE IRON POLYTHENE WRAPPED UNLESS
9
E
NOTED OTHERWISE.
W
EO
S
T
10. ALL MAINS, THRUST BLOCKS AND BULKHEADS/TRENCHSTOPS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD
DRAWING SEQ-WAT-1200 SERIES.
W W
ROAD 1 W
S
11. HYDRANTS AND VALVES SHALL BE CONSTRUCTED IN ACCORDANCE
W
EO
T
WITH SEQ CODE STANDARD DRAWING SEQ-WAT-1300 SERIES.
1
12. SERVICE TAPPING CONNECTIONS, CONDUIT CROSSINGS AND WATER RP71117
SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE
S
STANDARD DRAWINGS SEW-WAT-1100 SERIES. W
W
T
13. PRESSURE TESTING TO BE UNDERTAKEN IN ACCORDANCE WITH WSA
EO
PART 3 SECTION 19.4 AND SEQ CODE AMENDMENTS.
S
W
6 5 4
T
I, DOUG REYNOLDS FOR AND ON BEHALF OF TOD CONSULTING PTY LTD ON
EO
03.11.2025 CERTIFY THAT:
S
1. THIS PLAN HAS BEEN ASSESSED IN ACCORDANCE WITH THE SEQ CODE
AND UNITYWATER STANDARDS;
W
T
2. THE CONSTRUCTION OF THE WORKS MUST ONLY BE UNDERTAKEN IN
ACCORDANCE WITH THIS PLAN; AND S S S S S
EO
3. NO DESIGN AMENDMENTS ARE PERMITTED EITHER BEFORE OR DURING S
CONSTRUCTION WITHOUT THE APPROVAL OF UNITYWATER.
S
S
W
4. DURING CONSTRUCTION, WHERE REQUIRED, VARIATION NOTIFICATIONS
T
MUST BE SUBMITTED IN ACCORDANCE WITH THE A&C MANUAL. S
TE
EO
S S S S S S S S S S S S S S S
SIGNED DOUG REYNOLDS, ACR/MAJ2018-060
R R R R R R R R R R R R R R R R R FH
PP
W
W W W W W
T
S
EO
W
EO
EO
T
S
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg
W
22 1 EO
SP285519 RP148139
EO
EO
T
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