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Civil Plans_19660_20260213_OPW_[A-B]
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
LIVE SEWER WORKS SCHEDULE 495
LEGEND MCH591
T
DIA MH MH/MS COVER LOT DEPTH TE
NO DESCRIPTION FSL ESL IL
W
SEWER NO TYPE TYPE NO TO IL
EO
D EXISTING STORMWATER DRAINAGE
1(A) CONTRACTOR TO REMOVE EXISTING RODDING END 1/1 UNDER 150 1/1 EXIST B - 107.018 107.018 105.690 1.328 19
POTTERY ST
EO EXISTING ELECTRICAL OVERHEAD SUPERVISION AND CONSTRUCT DN160 PE STUB (TEMPORARILY END RP35066
CAPPED) PRIOR TO START OF CONSTRUCTION.
T
T EXISTING TELCO (RECORDS) PP EO PP
EO
W
EO EO
1(B) CONSTRUCTOR TO LAY NEW LINES 1 AND 2. AFTER CLEANSING, TESTING 150 1/1 EXIST B - 107.018 107.018 105.690 1.328 W W W W
S EXISTING SEWER (RECORDS) AND INSPECTING, NOTIFY UNITYWATER.
W EXISTING WATER (RECORDS) 1(C) CONTRACTOR TO REMOVE TEMPORARY END CAP ON STUB & LINE 1 AND 150 1/1 EXIST B - 107.018 107.018 105.690 1.328
T
MAKE LIVE CONNECTION AFTER SUCCESSFUL "ON MAINTENANCE"
PROPOSED SEWER 111
EO
INSPECTION UNDER SUPERVISION.
W
PROPOSED SEWER MANHOLE & HCB 1(D)
117
CONSTRUCTOR TO CONNECT EXISTING LOT 7 HOUSE DRAIN
EXISTING
PROPOSED STORMWATER DRAINAGE
SHED
T
117
R PROPOSED ROOFWATER DRAINAGE
EO
W
W PROPOSED WATER
E PROPOSED ELECTRICAL (INDICATIVE ONLY TBC) EXISTING DWELLING
T
PROPOSED GROUTED ROCK RETAINING WALL 117
W
EO
SV
W W W W
SEWER NOTES T T
110
T T
116
D
D
1. REFER DRAWING C001 FOR GENERAL PROJECT NOTES.
W
D
115
D
EO
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SERVICES BEFORE COMMENCING WORK.
7 3 2 1
114
3. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT SEWERAGE CODE OF
AUSTRALIA (WSA) AND AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN AND
113
CONSTRUCTION CODE (SEQ CODE) AND THE REQUIREMENTS OF UNITYWATER.
W
HOUSE DRAIN (SHOWN INDICATIVE) FROM NEW
112
SEWER PROPERTY CONNECTION TO EXISTING
EO
4. ALL WORK ON EXISTING SEWERS SHALL BE UNDERTAKEN BY UNITYWATER AT THE APPLICANT'S
EXPENSE. HOUSE IN ACCORDANCE WITH AS3500.2
5. ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE
117
109 W
PROVIDERS' ACCEPTED CIVIL IPAM LIST.
106
107
108
6. 117 SN8, 150mm DIAMETER RUBBER RING JOINTED UNLESS
ALL SEWER PIPES SHALL BE UPVC CLASS
EO
NOTED OTHERWISE.
7. ALL SEWERS SHALL BE LAID IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING
8 E
E
RED ST
W
SEQ-SEW-1200 SERIES. E W
W
W
E
8. ALL SEWERS TO BE CENTRALLY LOCATED WITHIN EASEMENT UNLESS NOTED OTHERWISE.
EO
W
9. ALL SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD
W
E
DRAWING SEQ-SEW-1300 SERIES. 116 E
E
W W W W
W
PP EO EO
116 1 PP EO EO EO
10. A HOUSE CONNECTION JUNCTION SHALL BE CONSTRUCTED TO SERVE EACH LOT. HOUSE TE
W
T T T T
W
CONNECTION BRANCHES SHALL BE INSTALLED IN ACCORDANCE WITH SEQ CODE STANDARD E
2.700
PROVIDE DN150 PVC-U STUB
E
DRAWING SEQ-SEW-1104-1 AND LOCATIONS SHALL BE MARKED WITH A CONDUIT OR PEG. W FOR FUTURE CONNECTION
E
E
EO
11. MANHOLE LIDS SHALL BE FINISHED FLUSH WHEN LOCATED WITHIN ROAD PAVEMENT OR 5 W
W
E E E E E E E E E E E E E
1
W
T
FOOTPATHS AND 75mm ABOVE FINISHED SURFACE LEVEL WHEN LOCATED WITHIN PRIVATE W W W W W W W W W W W W W W W W W
E
PROPERTY OR OPEN SPACE.
SC
115 115
12. ALL INTERNAL DROPS SHALL BE CONSTRUCTED USING GLUED UPVC CLASS SN8 PIPEWORK IN 114 3
4
SC
ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1303-1. 1
E
1
E
EO
SC
W
T
13. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON ALL SEWER PIPES AND
SC
STRUCTURES.
110
111
112
113
109
SC
SC
14. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND /
E
114
9 109
E
OR PITS. 114
W
EO
T
15. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND
CONSTRUCTION IS IN ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND
WORKPLACE HEALTH AND SAFETY LEGISLATION.
ROAD 1
16. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO
W
BACKFILLING OF TRENCHES AND STRUCTURES. 113
EO
T
113
17. ALL SEWER TESTING IS TO BE UNDERTAKEN IN ACCORDANCE WITH UNITYWATER STANDARDS AND 1
SPECIFICATIONS. RP71117
1.750
18. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED SEWER ASSETS
W
T
FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY. ALL DEFECTS IDENTIFIED BY THE 112
EO
CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR.
110
111
112
19. IT 112
IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE
TO EXISTING SEWER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS. PAYMENT
W
108
FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT CAN BE
6 111
5 4
T
DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF
EO
OTHER PARTIES.
20. UPON COMPLETION ALL SEWER INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
110 1
BLOCKAGES.
W
111 2
T
2
EO
1
109 107
2
W
3
T
2
2 1
TE
EO
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