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water and sewer design
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SEWER
SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE - 8. ALIGNMENT AND GRADE
REQUIREMENTS OF THE SEWER STANDARD DRAWINGS FOR SEWERAGE
WORKS TO BE ADHERED TO AS PER NOTES SUPPLIED. SEWER LINES SHALL BE LAID 1.75m FROM FRONT AND REAR BOUNDARIES
THE DESIGN IS BASED ON SURVEY INFORMATION AND THE CONTRACTOR IS (UNLESS ON SAME SIDE OF ROAD AS WATER RETICULATION IN WHICH CASE
TO VERIFY ACTUAL SURFACE LEVELS AND REPORT ANY DISCREPANCIES TO THEY SHALL BE 2.75m) AND 2.00m FROM SIDE BOUNDARIES.
THE SUPERINTENDENT PRIOR TO COMMENCING WORK. MINIMUM PIPE GRADES FOR Ø150 ARE 1 IN 180 EXCEPT END OF LINE WHICH
IS 1 IN 50. MINIMUM PIPE GRADES FOR Ø225 ARE 1 IN 300.
1. VEGETATION PROTECTION
9. LIVE WORKS
a. TREES LOCATED ALONG THE FOOTPATH SHALL BE TRANSPLANTED
PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES
b. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD SHALL BE CARRIED OUT IN ACCORDANCE WITH THE SEQ SERVICE
GIRDLES SHALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY PROVIDERS DIRECTIONS AT THE DEVELOPER'S COST.
SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES REFER LIVE SEWER WORKS TABLE FOR CONNECTION DETAILS.
SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND REMAIN
SITE LOCATION UNTIL COMPLETION. 10. PROPERTY CONNECTIONS
c. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THAN SEVERED. IF
ROOTS ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A EACH ALLOTMENT TO BE SERVICED BY A DN15 PE (OR DN50 PVC CLASS
SUITABLE FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR SN6) PROPERTY CONNECTION. ALLOTMENTS OTHER THAN SINGLE
FURTHER ADVICE. RESIDENTIAL, A DN160 PE (OR DN150 PVC) PROPERTY CONNECTION SHALL
d. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN BE PROVIDED.
APPROVED ARBORIST. ALL PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY
AS SHOWN IN THE DRAWINGS AND LAID TO A MINIMUM EXTENSION OF
2. SOIL 500mm INTO THE PROPERTY.
CONNECTIONS TO BE FINISHED WITH AN APPROVED I.O. PIPE AND CAPPED
a. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. OFF PROVISION FOR CONNECTION OF FUTURE INTERNAL DRAINAGE.
b. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE CONNECTIONS TO BE IDENTIFIED WITH A SEWER MARKER TAPE TO THE
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SURFACE AND CONNECTED TO A CONDUIT IN ACCORDANCE WITH THE SEQ
SEDIMENT CONTROLS AROUND STOCKPILES. CODE REQUIREMENTS.
3. CREEK CROSSINGS 11. COMPACTION
a. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN
ANY EXCAVATION WORK. LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE
b. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE
NORTH POINT SEDIMENT FROM ENTERING THE CREEK. MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH
c. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK. A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT
AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF
4. REHABILITATION CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE
PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE
a. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE REQUIRED COMPACTION HAS BEEN ACHIEVED.
REINSTATED.
b. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. 12. BULKHEADS/TRENCHSTOPS
LOCALITY PLAN 5. SAFETY WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER,
BULKHEADS/TRENCHSTOPS SHALL BE CONSTRUCTED IN ACCORDANCE
THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL WITH THE SEQ SEWER CODE.
QUEENSLAND LEGISLATION.
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH 13. EXISTING SERVICES
EXCAVATION AND CONSTRUCTION IS IN ACCORDANCE WITH CURRENT
CONSTRUCTION SAFETY ACT AND W.H & S. LEGISLATION. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
DRAWING SCHEDULE 6. MATERIALS SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH
PROCEDURES SET OUT IN THE SEQ SEWER CODE.
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT
SOUTH EAST QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND 14. DATUM
STANDARDS.
number TITLE ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF
THE SEQ CODE "ACCEPTED PRODUCTS AND MATERIALS" LIST.
BENCH MARKS AND LEVELS TO AHD.
TANGENT POINT SET-OUT INFORMATION FOR HORIZONTAL BENDS TO BE
SEWER RETICULATION BEDDING FOR PIPELINES TO BE TYPE 3 UNLESS OTHERWISE NOTED. INCLUDED ON
146-007-500 SEWER RETICULATION GENERAL NOTES BEDDING AND SURROUND SHALL BE MATERIAL APPROVED BY THE
SUPERINTENDENT AND PLACED IN ACCORDANCE WITH SEQ CODE. 15. TESTING
146-007-501 SEWER RETICULATION LAYOUT PLAN
ALL MANHOLES ARE 550mm INTERNAL DIA AND MANHOLE LIDS ARE TO BE
146-007-502 SEWER RETICULATION LONGITUDINAL SECTION SOLID CAST IRON. SEWERS ARE TO BE FLUSHED CLEAN, LOW PRESSURE TESTED, AND
DETECTABLE MARKING TAPE TO BE LAID ON TOP OF THE PIPE EMBEDMENT CHECKED FOR INFILTRATION AFTER INSTALLATION. THE CONTRACTOR
MATERIAL BEFORE TRENCH FILLING OR 1m BELOW FINISHED SURFACE. SHALL PROVIDE TEST RESULTS TO THE SUPERINTENDENT PRIOR TO 'ON
MAINTENANCE' INSPECTIONS.
7. CONSTRUCTION
THE CONTRACTOR TO PROVIDE A CCTV SURVEY OF ALL NEWLY
THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING CONSTRUCTED DRAINAGE ASSETS FOR APPROVAL BY THE
SHALL BE SUPERVISED BY AN RPEQ REGISTRED ENGINEER. SUPERINTENDENT AT BOTH ON MAINTENANCE AND OFF MAINTENANCE.
FINAL SURFACE LEVELS OF MANHOLES ARE TO BE ADJUSTED ON SITE TO
SUIT FINISHED EARTHWORKS LEVELS. MANHOLES ARE TO BE FINISHED
75mm ABOVE SURROUNDING FINISHED SURFACE LEVELS. MANHOLES
LOCATED IN ROADS OR FOOTPATHS ARE TO BE FINISHED FLUSH WITH
SURFACE.
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IT IS THE RESPONSIBILITY OF THE PRINCIPAL
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CONTRACTOR TO CONTACT ALL RELEVANT origin OPTUS WARNING: OPTIC FIBRE NOTE: ALL SIGNS & LINE MARKING TO BE IN
SERVICE AUTHORITIES TO VERIFY THE NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
LOCATION OF ALL EXISTING SERVICES PRIOR PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
TO THE START OF CONSTRUCTION SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
0 25 50 75 100 125m
CAPITAL PRUDENTIAL PTY LTD SEWER RETICULATION
Scale 1:2500 - A1 (1:5000 - A3)
DATUM: AHD GENERAL NOTES
A 07.08.23 ISSUE FOR APPROVAL QT MM
PROJECT NO:
146-007
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
07.08.23
MM
QT
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
PROJECT:
79-83 EUMUNDI NOOSA RD & 26 HEADLAND DR
NOOSAVILLE QLD 4566
No. DATE REVISIONS BY CKD --- DESIGNED QT FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD. [email protected] PLAN No 146-007-500 REVISION A A3
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Section 2
SP106085
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T
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LEGEND: EXISTING FEATURES ATTENTION: CONTRACTOR
D
SP2 T. V
987
D
0W
W
EM
BUILDING CONTRACTOR TO NOMINATE THEIR PREFERRED MAJOR & CONSTRUCTION CERTIFIER
0
10
30
T
T
(UNITYWATER APPOINTED) FOR PRESTART MEETING & FOR THE SUPERVISION OF ALL 15m LRB // //
DN100 AC WM // // // // // // //
100W // // // // // // // // // // //
S
// //
SEWER WORKS INCLUDING LIVE WORKS CUT-INS. PRIOR TO WORKS COMMENCING ON
// // //
D
8
DN150 uPVC WM UNITYWATER INFRASTRUCTURE THE FOLLOWING STEPS MUST BE COMPLETED:
150W
//
//
0W
0W
LIVE WORKS
T
DN300 AC WM
10 T
300W
30
10
14
X
1. CONTRACTOR TO REALIGN 150mm SEWER RETICULATION MAIN OVER EXISTING
D
//
XS
//
SEWER MAIN
D
S
12
SEWER MAIN AND LEAVE CROWN OF PIPE IN PLACE.
X
STORMWATER 2. CONTRACTOR TO OBTAIN ON-MAINTENANCE APPROVAL FOR WORKS 14
X
D BUILDING 1
//
//
T
3. FOLLOWING APPROVAL OF NEW WORKS, CONTRACTOR TO MAKE CONNECTION BY 75
0W T
X
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UNDERGROUND ELECTRICITY REMOVING CROWN OF PIPE. WORK TO BE IN ACCORDANCE WITH THE SEQ CODE RP71151
X
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D
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STANDARD DRAWINGS
//
EXISTING SEWER MAIN
//
9
OE OVERHEAD ELECTRICITY
X
ASSET ID 2531177
"ALL WORKS ON UNITYWATER INFRASTRUCTURE AT THE DEVELOPERS EXPENSE."
X
T
WM USIL 10.92 BUILDING 3
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//
TELSTRA
//
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DSIL 10.49
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//
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LEGEND: NEW FEATURES SP106085
X
11
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// // //
// // // // // // // // // // // // // // // // // // // // // // // //
X
// // // //
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BUILDING 2
//
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NEW WATER SERVICE T
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ATTENTION: CONTRACTOR
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EXISTING 150mm SEWER RETICULATION MAIN
X
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3.0m WIDE (ASSET ID 2531177 & 2531178) AND 1070mm
X
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//
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//
EASEMENT MANHOLE (ASSET ID 2663719) TO BE ABANDONED.
X
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SP106085
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S
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//
76
//
13
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RP71151 BUILDING 4
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BUILDING 7
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EXISTING SEWER
X
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ASSET ID 2663719
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// // //
// // // // // // //
// //
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//
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Section 3
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SP106085
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BUILDING 6 RP71151
//
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ATTENTION: CONTRACTOR
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//
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PROVIDE NEW 150mm SEWER CONNECTION TO
//
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MANHOLE ID 2671258 VIA 150mm INTERNAL DROP
X
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EXISTING SEWER MAIN
X
AS PER UNITYWATER STANDARD DRAWING
OE
//
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ASSET ID 2531178 SEQ-SEW-1104-1.
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14
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DSIL 10.95 SL 9.78
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//
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FH T 150mm AC
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14
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10
//
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// //
EU
// // // //
DEPTH 1.98m
0W
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57 S
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0
SP208257
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//
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//
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ALL TESTING SHALL BE CARRIED OUT 3
OE
IN ACCORDANCE WITH UNITYWATER 1 T ASSET ID 2532133
SP208257
//
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SP208257 T USIL 6.61 S
STANDARDS & REQUIREMENTS. REFER T
//
DSIL 5.53 S
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TO THE SEQ CODE FOR MORE DETAILS
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E E D
ALL WORKS TO BE COMPLETED IN ACCORDANCE E E E E E E E E
9E S T
D
WITH THE SEQ CODE STANDARD DRAWINGS AND D D D D D D D D S D
T T T T T T T T T D D
D
WM S T
T
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SEQ ACCEPTED CIVIL INFRASTRUCTURE PRODUCTS
T
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AND MATERIAL LITS . REFER TO THE SEQ CODE FOR 13 11 10 EXISTING SEWER
8
D
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MORE DETAILS 1070Ø MANHOLE 1070Ø MANHOLE
0W
HEADLAND DRIVE ASSET ID 2665009
S
10
ASSET ID 2671258 150W
S
SL 8.53 150W
D
SL 9.40
IL 7.65 IL 6.61
D
150W
SEWER LIVE WORKS TABLE REFER TO PLANS 146-007-600 150W
S
MH/MS LOT DEPTH TO
D
S
& 602 FOR WATER SERVICE
ITEM No. DESCRIPTION SEWER DIA MH No. COVER TYPE F.S.L. E.S.L. I.L. CONNECTION DETAILS 150W
TYPE No. INVERT
D
D
150W
CONTRACTOR TO NOMINATE THEIR PREFERRED
D S
150W 150W 150W FH
S
150W 150W 150W 150W 150W 150W 150W
CONSTRUCTION Section 4
CERTIFIER (UNITYWATER 150W 150W 150W
APPOINTED) FOR THE SUPERVISION OF ALL
1 SEWER WORKS INCLUDING LIVE WORKS CUT-INS. - - - - - - - - - EXISTING SEWER MAIN EXISTING SEWER MAIN
PRIOR TO WORKS COMMENCING ON UNITYWATER ASSET ID 2532134 ASSET ID 2539375
INFRASTRUCTURE THE FOLLOWING STEPS MUST USIL 7.05 USIL 7.65
BE COMPLETED DSIL 6.65 DSIL 6.54
150mm uPVC 150mm uPVC
LIVE WORKS - MAIN CONNECTION
1. CONTRACTOR TO REALIGN 150mm SEWER
DN150 LINE ID2531177 75-77 12.723 12.306 10.550 2.174
2 RETICULATION MAIN OVER EXISTING SEWER MAIN MH1050 D
DN150 LINE ID2531178 RP71151 13.115 12.126 11.073 2.042
2. CONTRACTOR TO REMOVE CROWN OF PIPE
AND MAKE GOOD.
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
0 2.5 5 7.5 10 12.5m
CAPITAL PRUDENTIAL PTY LTD SEWER RETICULATION
Scale 1:250 - A1 (1:500 - A3)
DATUM: AHD LAYOUT PLAN
A 07.08.23 ISSUE FOR APPROVAL QT MM
PROJECT NO:
146-007
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
07.08.23
MM
QT
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
PTY. LTD.
PROJECT:
79-83 EUMUNDI NOOSA RD & 26 HEADLAND DR
NOOSAVILLE QLD 4566
No. DATE REVISIONS BY CKD --- DESIGNED QT FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD. [email protected] PLAN No 146-007-501 REVISION A A3
Section 5
°
-31
1-1 1-2 1-3
MAINTENANCE HOLE/SHAFT No.
MH/MS COVER TYPE D
MH/MS TYPE MH
BRANCH DROP TYPE
BRANCH LINE No.
PROPERTY CONNECTION TYPE
DESIGN SURFACE
NATURAL SURFACE
PROPOSED 225mm SWD PIPE
PROPOSED 150mm SWD PIPE IL 12.386
IL 12.267 PROPOSED 150mm SWD PIPE
IL 12.122
15m LRB
3m LRB
DATUM 9.000
75-77\RP71151
PROP. DESCRIPTION
DN 150PVC-U
PIPE NOMINAL DIAMETER (DN) TYPE, CLASS
1 in 134 1 in 106
GRADE (1 IN XX)
51.662 11.677
LENGTH
TYPE 4
EMBEDMENT TYPE
DEPTH OF INVERT
2.174
2.193
2.165
2.042
BELOW FSL
10.550
10.935
10.963
11.073
INVERT LEVEL (IL)
FINISHED SURFACE
12.723
13.128
13.115
LEVEL (FSL)
EXISTING SURFACE
12.306
12.335
13.115
LEVEL (ESL)
N7079480.907 51.662
N7079469.343 63.339
CHAINAGE (CH)
N7079525.271 0.000
E505082.453
E505056.009
E505055.512
0 2.5 5 7.5 10 12.5m 0 0.25 0.5 0.75 1.0 1.25m
Horiz. Scale 1:250 - A1 (1:500 - A3) Vert. Scale 1:25 - A1 (1:50 - A3)
LINE 01
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
CAPITAL PRUDENTIAL PTY LTD SEWER RETICULATION
DATUM: AHD LONGITUDINAL SECTION
A 07.08.23 ISSUE FOR APPROVAL QT MM
PROJECT NO:
146-007
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
07.08.23
MM
QT
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
PTY. LTD.
PROJECT:
79-83 EUMUNDI NOOSA RD & 26 HEADLAND DR
NOOSAVILLE QLD 4566
No. DATE REVISIONS BY CKD --- DESIGNED QT FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD. [email protected] PLAN No 146-007-502 REVISION A A3
Section 6
WATER
SEQ WATER SUPPLY AND SEWERAGE DESIGN AND 7. CONSTRUCTION
CONSTRUCTION CODE - REQUIREMENTS OF THE SEWER
STANDARD DRAWINGS FOR SEWERAGE WORKS TO BE ADHERED COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN
TO AS PER NOTES SUPPLIED. ACCORDANCE WITH STANDARD DRAWING No. SEQ-WAT-1200-2
THE DESIGN IS BASED ON SURVEY INFORMATION AND THE
CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE
CONTRACTOR IS TO VERIFY ACTUAL SURFACE LEVELS AND
STANDARD DRAWINGS.
REPORT ANY DISCREPANCIES TO THE SUPERINTENDENT PRIOR
TO COMMENCING WORK.
THE CONSTRUCTION OF THE WATER RETICULATION SHOWN
SHALL BE SUPERVISED BY AN RPEQ REGISTERED ENGINEER.
1. VEGETATION PROTECTION WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE
PERMITTED TO CONNECT TO THE RETICULATION SYSTEM
a. TREES LOCATED ALONG THE FOOTPATH SHALL BE
TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IF ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS
DESTROYED.
b. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR
8. ALIGNMENT AND GRADE
ITE LOCATION HARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH 1.8m
BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY
FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO ALIGNMENTS OF WATER MAINS (EQUAL TO OR <DN375) IN ROAD
TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL RESERVES TO BE 1.5m BOUNDARY OFFSET.
COMPLETION. FOR WATERMAINS >DN375, BOUNDARY OFFSET TO BE ADVISED
c. TREE ROOTS SHALL BE TUNNELED UNDER, RATHER THAN BY UNITYWATER.
SEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA
SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT 9. LIVE WORKS
RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
d. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY ALL WORK ASSOCIATED WITH LIVE WATER MAINS ARE TO BE
AN APPROVED ARBORIST. CARRIED OUT IN ACCORDANCE WITH THE SEQ SERVICE
PROVIDERS DIRECTIONS AT THE DEVELOPER'S COST.
2. SOIL
10. PROPERTY CONNECTIONS
a. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
b. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS
ENTERING THE STORMWATER SYSTEM. THIS MAY INVOLVE TO BE INSTALLED AT THE SERVICE POINT OF EACH LOT IN
PLACING APPROPRIATE SEDIMENT CONTROLS AROUND ACCORDANCE WITH THE STANDARD DRAWING FOR THE
STOCKPILES. SEQ-SERVICE PROVIDER (SEQ-SP).
NORTH POINT
3. CREEK CROSSINGS 11. EXISTING SERVICES
a. SILTATION CONTROL MEASURES SHALL BE PLACED THE CONTRACTOR SHALL VERIFY THE LOCATION AND
DOWNSTREAM OF ANY EXCAVATION WORK. DEPTH OF EXISTING SERVICES WITH RELEVANT
b. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO AUTHORITIES BEFORE COMMENCING WORKS.
PREVENT SEDIMENT FROM ENTERING THE CREEK.
c. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK. 12. DATUM
LOCALITY PLAN 4. REHABILITATION BENCH MARKS AND LEVELS TO AHD.
ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT
LEVEL.
a. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS
DRAWING CHEDULE SHALL BE REINSTATED.
b. PREDISTURBANCE VEGETATION PATTERNS SHALL BE 13. TESTING
RESTORED.
NOTES: TEST/CHLORINATION POINTS TO BE INSTALLED IN
number TITLE 1. VERTICAL CLEARANCES APPLY WHEN WATER MAINS CROSS ONE
5. SAFETY ACCORDANCE
SEQ-WAT-1410-1.
WITH STANDARD DRAWING NO.
WATER RETICULATION ANOTHER AND OTHER UTILITY SERVICES, EXCEPT IN THE CASE OF THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL
146-007-600 WATER RETICULATION GENERAL NOTES SEWERS WHEN A VERTICAL SEPARATION SHALL ALWAYS BE MAINTAINED, COMPLY WITH ALL QUEENSLAND LEGISLATION. WATER MAINS ARE TO BE FLUSHED, CHLORINATED AND
146-007-601 WATER RETICULATION LAYOUT PLAN EVEN WHEN THE MAIN AND SEWER ARE PARALLEL. THE MAIN SHOULD PRESSURE TESTED AFTER INSTALLATION. THE
ALWAYS BE LOCATED ABOVE THE SEWER TO MINIMISE THE POSSIBILITY CONTRACTOR SHALL PROVIDE TEST RESULTS TO THE
146-007-602 WATER RETICULATION DETAIL PLAN THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL
OF BACKFLOW CONTAMINATION IN THE EVENT OF A MAIN BREAK. SUPERINTENDENT PRIOR TO 'ON MAINTENANCE'
TRENCH EXCAVATION AND CONSTRUCTION IS IN ACCORDANCE INSPECTIONS.
2. CLEARANCES CAN BE FURTHER REDUCED TO 150mm FOR DISTANCES UP
WITH CURRENT CONSTRUCTION SAFETY ACT AND W.H & S.
TO 2m WHEN PASSING INSTALLATIONS SUCH AS POLES, PITS AND SMALL LEGISLATION.
STRUCTURES, PROVIDING THE STRUCTURE IS NOT DESTABILISED IN THE BACTERIOLOGICAL TESTING OF THE MAINS TO BE DONE
PROCESS. UPON ACCEPTANCE AND WHEN DIRECTED BY UNITYWATER.
3. WATER MAINS SHOULD ALWAYS CROSS OVER SEWERS AND 6. MATERIALS
STORMWATER DRAINS. FOR CASES WHERE THERE IS NO ALTERNATIVE
CLEARANCES BETWEEN WATER MAINS AND AND THE MAIN MUST CROSS UNDER THE SEWER, CONSTRUCTION SHALL ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
CURRENT SOUTH EAST QUEENSLAND WATER CODE
UNDERGROUND SERVICES BE IN ACCORDANCE WITH SEQ WATER SUPPLY CODE - STD DWG
SEQ-WAT1211-1. SPECIFICATIONS AND STANDARDS AND WITH THE RELEVANT
4. WHEN THE SEWER IS AT THE MINIMUM VERTICAL CLEARANCE BELOW THE AUSTRALIAN STANDARDS UNLESS SPECIFIED OTHERWISE
UTILITY MINIMUM HORIZONTAL CLEARANCE
(mm) MINIMUM VERTICAL WATER MAIN (500mm), MAINTAIN A MINIMUM HORIZONTAL CLEARANCE OF
(EXISTING OR 1000mm. THIS MINIMUM HORIZONTAL CLEARANCE CAN BE ALL PIPES AND MATERIALS SHALL COMPLY WITH THE
PROPOSED
CLEARANCE
NEW MAIN SIZE PROGRESSIVELY REDUCED TO 600mm AS THE VERTICAL CLEARANCE IS REQUIREMENTS OF THE SEQ CODE "ACCEPTED PRODUCTS AND
SERVICE) (mm)
≤ 200mm > 200mm BEFORE YOU DIG INCREASED TO 750mm. MATERIALS" LIST OR OTHERWISE NOTED. ALTERNATIVE
5. CLEARANCE FROM KERBS SHALL BE MEASURED FROM THE NEAREST MATERIALS PROPOSED FOR USE ARE TO BE CLEARLY SHOWN,
WATER MAINS
≤ 375mm
5
1000 /600 5
1000 /600 5004 POINT OF THE KERB. FOR WATER MAINS ≤DN 375 CLEARANCES FROM LISTED AND DEFINED AS PART OF THE ENGINEERING SERVICE LOCATIONS
KERBS CAN BE PROGRESSIVELY REDUCED UNTIL THE MINIMUM OF 150mm SUBMISSION AND APPROVED BY UNITYWATER PRIOR TO USE.
WATER MAINS IS REACHED FOR MAINS ≤DN 200 IT IS THE RESPONSIBILITY OF THE PRINCIPAL
10005/600 10005/600 5004
375mm 6. ALL WORKS ON EXISTING WATERMAINS TO BE CARRIED OUT BY DETECTABLE MARKING TAPE TO BE LAID ON TOP OF THE PIPE CONTRACTOR TO CONTACT ALL RELEVANT
GRAVITY SEWERS UNITYWATER PRIVATE WORKS AT THE DEVELOPER'S EXPENSE EMBEDMENT MATERIAL BEFORE TRENCH FILLING. THE TAPE SERVICE AUTHORITIES TO VERIFY THE
300 600 1502/300 SHALL CONTAIN A CONTINUOUS METAL STRIP AND BE
≤ 300mm LOCATION OF ALL EXISTING SERVICES PRIOR
GRAVITY SEWERS COLOURED AND PROVIDED WITH A DESCRIPTION OF THE WATER TO THE START OF CONSTRUCTION
600 600 300 PRODUCT WITHIN.
300mm
TELECOMMUNICATION
CONDUITS AND CABLES
3003 600 300 ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
ELECTRICITY CONDUITS
AGL SERVICE PROVIDERS elstra Manual of Uniform Traffic Control Devices
AND CABLES
500 1000 5004 AUSTRALIA
ERGON.
STORMWATER DRAINS
ENERGY
energex ' yes' Telstra visionstream
≤ 300mm
3003 600 1504
origin OPTUS WARNING: OPTIC FIBRE NOTE: ALL SIGNS & LINE MARKING TO BE IN
STORMWATER DRAINS NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
3003 600 3004
300mm PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
KERBS 150 600 150 (WHERE POSSIBLE) SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
* BASED ON WSA TABLE 4.3 OF WSA 02
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
0 25 50 75 100 125m
CAPITAL PRUDENTIAL PTY LTD WATER RETICULATION
Scale 1:2500 - A1 (1:5000 - A3)
DATUM: AHD GENERAL NOTES
A 07.08.23 ISSUE FOR APPROVAL QT MM
PROJECT NO:
146-007
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
07.08.23
MM
QT
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
PTY. LTD.
PROJECT:
79-83 EUMUNDI NOOSA RD & 26 HEADLAND DR
NOOSAVILLE QLD 4566
No. DATE REVISIONS BY CKD --- DESIGNED QT FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD. [email protected] PLAN No 146-007-600 REVISION A A3
The text continues on section 7.