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_19660_OPW_20260616 Civil Plans
Original PDF page 16, section 1. The text section number identifies this passage in the reader.
LEGEND LIVE SEWER WORKS SCHEDULE 495
MCH591
T
DIA MH MH/MS COVER LOT DEPTH TE
D EXISTING STORMWATER DRAINAGE NO DESCRIPTION FSL ESL IL
W
SEWER NO TYPE TYPE NO TO IL
EO
EO EXISTING ELECTRICAL OVERHEAD 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
SUPERVISION AND CONSTRUCT DN160 PE STUB (TEMPORARILY END RP35066
T EXISTING TELCO (RECORDS)
CAPPED) PRIOR TO START OF CONSTRUCTION.
T
PP EO EO
PP
EXISTING SEWER (RECORDS)
W
S 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
W EXISTING WATER (RECORDS) AND INSPECTING, NOTIFY UNITYWATER.
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
PROPOSED SEWER
T
MAKE LIVE CONNECTION AFTER SUCCESSFUL "ON MAINTENANCE"
111
EO
INSPECTION UNDER SUPERVISION.
W
PROPOSED SEWER MANHOLE & HCB
117
PROPOSED STORMWATER DRAINAGE 1(D) CONSTRUCTOR TO CONNECT EXISTING LOT 7 HOUSE DRAIN
EXISTING
R PROPOSED ROOFWATER DRAINAGE SHED
T
117
EO
W
W PROPOSED WATER
E PROPOSED ELECTRICAL (INDICATIVE ONLY TBC)
EXISTING DWELLING
PROPOSED GROUTED ROCK RETAINING WALL
T
117
W
SEWER NOTES
EO
SV
1. REFER DRAWING C001 FOR GENERAL PROJECT NOTES. W W W W
0
T T
11
T T
116
D
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SERVICES BEFORE COMMENCING WORK.
D
W
D
115
3. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT SEWERAGE CODE OF AUSTRALIA D
EO
(WSA) AND AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN AND CONSTRUCTION CODE
7 3 2 1
114
(SEQ CODE) AND THE REQUIREMENTS OF UNITYWATER.
4. ALL WORK ON EXISTING SEWERS SHALL BE UNDERTAKEN BY UNITYWATER AT THE APPLICANT'S EXPENSE.
113
W
5. ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE PROVIDERS' HOUSE DRAIN (SHOWN INDICATIVE) FROM NEW
112
SEWER PROPERTY CONNECTION TO EXISTING
EO
ACCEPTED CIVIL IPAM LIST.
HOUSE IN ACCORDANCE WITH AS3500.2
6. ALL SEWER PIPES SHALL BE UPVC CLASS SN8, 150mm DIAMETER RUBBER RING JOINTED UNLESS NOTED
OTHERWISE.
117
109 W
106
107
108
7. ALL SEWERS SHALL BE LAID IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1200 SERIES.
117
EO
8. ALL SEWERS TO BE CENTRALLY LOCATED WITHIN EASEMENT UNLESS NOTED OTHERWISE.
9. ALL SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING E
RED ST
8 E
W
SEQ-SEW-1300 SERIES. E W
W
W
E
10. A HOUSE CONNECTION JUNCTION SHALL BE CONSTRUCTED TO SERVE EACH LOT. HOUSE CONNECTION
EO
BRANCHES SHALL BE INSTALLED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1104-1 AND
W
W
LOCATIONS SHALL BE MARKED WITH A CONDUIT OR PEG.
E
116 E
E
W W W W
W
11. MANHOLE LIDS SHALL BE FINISHED PP
116 FLUSH WHEN LOCATED WITHIN ROAD PAVEMENT OR FOOTPATHS AND 75mm 1 PP EO EO EO EO EO
ABOVE FINISHED SURFACE LEVEL WHEN LOCATED WITHIN PRIVATE PROPERTY OR OPEN SPACE. TE
W
T T T T
W
E
2.700
PROVIDE DN150 PVC-U STUB
E
12. ALL INTERNAL DROPS SHALL BE CONSTRUCTED USING GLUED UPVC CLASS SN8 PIPEWORK IN ACCORDANCE W FOR FUTURE CONNECTION
E
E
WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1303-1.
EO
5 W
W
E E E E E E E E E E E E E
13. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON ALL SEWER PIPES AND STRUCTURES. 1
W
T
W W W W W W W W W W W W W W W W W
E
SC
14. ALL PIPE PENETRATIONS115
WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR11PITS.
5
114 3
15. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN 4
SC
1
E
1
E
EO
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY
SC
W
T
LEGISLATION.
SC
16. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
110
111
112
113
109
SC
SC
TRENCHES AND STRUCTURES.
E
114
9 109
E
114
17. ALL SEWER TESTING IS TO BE UNDERTAKEN IN ACCORDANCE WITH UNITYWATER STANDARDS AND
W
EO
T
SPECIFICATIONS.
18. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED SEWER ASSETS FOR
APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL ROAD 1
BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR.
W
113
EO
T
19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
SEWER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS. PAYMENT FOR THESE REPAIRS WILL 1
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED RP71117
DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES. 1.750
W
20. UPON COMPLETION ALL SEWER INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER BLOCKAGES.
T
112
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